Specifications for Construction
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SPECIFICATIONS
FOR THE CONSTRUCTION OF A
JAIL AND POLICE FACILITY
FOR THE CITY OF GILROY
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f.':
AKOL & ASSOCIATES
HUGHAN AND HUGHAN
SUITE 14
ARC HIT E .C T S
495 PRINCEV'~LE STREET
GILROY....................................CALIFORNIA
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Invi t.ntion ~or E~ds U.dvcrtisement)
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hrticles of Lrreement ...t~...$~........e....e.....e.~.
SPZCIFIC:.TIONS
S:CTICNS
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General Concitions ~."'.~"'O"""G'~'G""~'.'
Special Conditions ~.e'."""""O'4'$"',~,o""
Alternate ries "C~.".""""'G.......n4..o.e~.
5i te Clearing & Earthworlt ........................
Pavin[: ............ e . . . . . . . . . . . . . . . . .. . . . . . . . . . fI . .
Concrete ........................~..........8....
(:~u~J.~. te '.';':" 0 G ~ o. I) CI 0 f.) ~ .. . . . . . . 0 . . II & . . e . . . . . . . . . . . . .
H.<:!nonry' <l 9 .. . i> O. " II . ,} f> . Ii . "" " ..,.. . q III . " t. .' ~ "'. .. 11 .. . '! " Cr.';
Deleted
Deleted
Cerotn:!.l: Ti Ie ."".. c .... ~ 0" e . "0" ." ..".. . C" 11 ~Ht., <l ~ (\ !I'" ~, Q Ii"
Roofir\.g & Haterproofing .....................0....
3heet Iktal ....~.........................o......
.)i.l\.lrr3.r.um. En~races .& W!ndo"'"s........."...... . . . . . . . . . . . .
)'letal Door Frames & Beta! Doors .................
Glass & Glazing .................................
rt'iscel1aneous I ~et~ 1 . . . .. . . . . .. . .. . .. .. ... . e...
~lii'pE'.n t,::p& ['11 11 ~vork ............................
t-~' C3blnets .....".......... . . . . . . . . . . . . . .. . . . . . . . . . .
Lathine & Plasterinn ..........................
~inish ~loor Coverings ........................~.
!,coustic & Insullation ........................
I-Iard'tvare ................ . . . . . . . . . . . . . . . . . . . . 4 .
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Plumbinz i,'Iorlo: ...c................................
I{€c]t~.ng r! ~Jentilating ......................0....
Electrical work .b.........................O.~.ftO
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INVITATION FOR BIDS
~ .......--..... ...-.-.....- ,----.-""--.
NOTICE TO BIDD2RS:
NoUce is hp.~eby g'lYe;~ ';:7:v::t s(",.~1.ed p-:oposals 01:' Mdz \-iill OP- receho'O'cl by the
Mayor and City (.''Hlr."Ci3., ::.'.ty :.f ';:.J.r;)';. County of S'1nt.a Clar~l Cal:l.fornis -
Here L\3it~e:': .;.c': . '?,(: ":'~".!; O.,:n,f;:r.' .,
at the City ;:.:;:..,~,;.", 10 - Sout~l .F,osa~n2 StreEtr "alroy) C;?Ufo:rnla, up to
the hour of 3:00 pm (p~'e."ai1':ng time) on F.riday~ l1ar~b. 26t 19650
for t7.1"! ':.m"1.st.X'ur;t~on of a Police Facility and Jail for the C:lt~l of Gilroy,
CaliforniB., ion ;:1,;cordan~e. with plans and specifications for saic ~..rOl'i.,: on :ZHe with
the Owner ::;l'l.d ;::::.r; Arch! tect..
Fad:. Bid mu~t ~e accompanied by a Bid Bond or Certified Ca~hie:o:~s ~h';~~~ or
currency t.o tb.2 amOl.::nt of ten (10) per cent of the total bid" ~ncll.'.ding all 3.1 ter-
nate bids, if a::tYI' made in favor of the Owner as liquidated dam.nges in the ~~en.t
that the MJd.n: faUs to file a satisfactory bond as required or fails to enter
into e contra~t for ~11 conditions herein within the time allowedo
.All bids shall be addressed to the Mayor and City Council, City of Gilroy~
Cslif,':'.i."'\'d.a, and endorsed ltBids for Police Facility and Jail".
All bids shall be delivered up to the time and at the place stated for re-
ceiving bids and shall be made upon a form enclosed with the Specifications.
Plans and Specifications may be secured, upon deposit of $25.00 per set,
from the office of the Architect, Akol & Associates and Hughan & Hughan, Suite 14,
495 - No~th Princevalle St~~~t, Gilroy, California. The deposit will be refunded
~pon the return of such plans and specifi88tions, in good condition, within 15
15 days after t~e date of bid opening.
The Owne~ re8erves the right to reject any and all bids and/or waive any
irregularity in any b~d r2ceivedo
Unless required by law, no bidder may withdraw his bid for a period of
thirty (30) days after t~e date set for the opening of bidso
Pursuant to the Statutes of the S~ate of California, or local applicable
law, the O~n~r has aGce~taitled the general prevailing rate of per diem wages and
rates for -che: legal holidays and overtime work in the locality in which of this
type lS ~0 be perforrr~d for each craft or type of wurkman or mechanic needed to
execute the Y70l'k~ And thp.se prevailing rates '.0 determined are as follows:
ClASS OF HORK
PREVAILING HOURLY WAGE RATE
Carpenter .....O.,.O~Q.o.~oo...o.eo~.....o...o...
Cement Finisher o~..~o..~o...o.,.('.oO.~.."O~O"O.
EIE;ctrica1 Workers....."....".."".. <>.. ~ ~ 1'..,....0. ...". .. \'l to
Glaziers ~,.oO$~eo..o~..~....a..,.~...\'l'.O...O?OO.O~
Lathe:r a ..-0". Ot_o ct(l" 00 a"'" no".... 0 ... ~o. 08. _00.0 It. o.
Hod Carrier, Plaster, hand or machine .oo...o..c~
$ 4..34
40195
50n
4.455
4.19
4..30
INVITATION FOR BIDS
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CLA..,S OF I,I(MK
~REVAILING HOuRLY WAGE RATE
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MiJ:er Op,=~s~org O"OOOOO"'.C!Of)().""'~OCOO"O.Oet)c:..a.
Ple.ste:-:-e~n ~ OJ C' 'D _"" ~. o. eo ':'1.0 (J 00.0" 0" 0 Q 0 f\ c- (J \111 n C (~ .00 () e 0
Painte~s oeO~OO?~080~('~QO~~Q?~OOQOOCQ~~o~~eeee~D
Roofer3) r.ompo~iticn ~e~$OQ.c~.~oe.oecooeoeoo~eQr,
Sh,~e t I~e ',;~"} i l,Jr:,:..l~zrso Ii- u ~ 0 ~ ~ e Q e ~ (.t e . eo\,' " I' 0 ~ (' " u 0 ~ 0 (t a e
Labox'era ~ GrOlip). 0' 00.:1" ~\ C <~ -:; -..) ~ 0 (I G (\ ~ o~:. 0 tl 000 ~ tt".~ -Q (I Cl
La bo r~:-:s!; G::o uo ~ 0 I) <3 () 0 ~\ 0 ~ .:> '.} '0 ., 0 ~ .~ ~'1 0 0 0 C 0 coo 0' .e 0 ,. 0 0
La bo'.~~l.:S (;~\:'l~lp:- 0" ceo 00'" ~ .) ~ 0 0 Ci C C . O-Q ~ no., 0 0;). Q. ~. 0 e
Pl unlb~~'r;:'s (\ 0 C i' 0. 00 II -:J 0 (,l ~ 0 ~ 0 ~~. '.) .t.:' e ,,'" . 0 0 ('t 0- ~ f1 "'" Q e v " '-' ., C!I 0 00.
),,875
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4e47
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1~'o15
3d~75
301Z5
30625
4084
All oth~r tr:;dt~S not rnenUoned to receive wage prescribed for that particu-
lar craft or t.ype cf. ~~~rkm3n~
A!.l A.&.'bl}) r: to receive time and one..half for overt.1me, double t:l.me for
holidays unl~s8 otherwise specifled~ The hourly wage prescribed is the per diem'
X"a,te d~y~ dqd by the aformentioned number of hours con8f;\t:,:t~,~);1 a working r.J[jY~
for THl3 MAYOR AND CITY COUNCIL
C ITY .~ G ILRO"I!, CALIF QRN XA.
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BY;'" //, ,'~~. .", I ( / ,~. -.\t'
FRED: 0.. WOolf...... 1/.../ '",' ...I-
CITY ADr1INISTRATOR
DATEDg FEBRUARY 23. 1965
Publ1sh~ FebQ 24& ~m~o 3:
Mar r. lO~ Mal'" 17 ()
INSTRUCTIONS TO BIDDERS
INSTRUCTla~s TO BIDDERS
1-01 SECURING DOC~1~NTS:Copies of documents may be secured' at the office of the
------Archit~ct, Suite 14, Professional Building, 405 North Princeval1e Street,
Gilroy, Ca;ifornia.
1-02 DEPOS IT: A depos it of T'Wenty..five dollars is required for each copy of the
Contract Documents, which deposit is a guarantee that the copy will be returned
in an unmuti1ated condition within 15 days after the date for bid opening. Thes
copies remain the property of the Architect and are loaned to the bidders until
bids are due.
Deposits shall not be construed to be the purchase price of any part of these
documents, and all bidders shall return all copies. Any bidder not returning
the copies in an unmuti1ated condition will forfeit his deposits.
~-03 BIDS: In order to receive consideration, bids shall be made in accordance with
the following instructions:
a. Bids shall be submitted only upon the Form of Proposal included in the
Contract Documents (additional copies may be obtained from the office of
the Architect), properly executed, and with all items filled in, in ink or
typewritten. Numbers shall be stated both in figures and in writing. The
F'urm of Proposal shall be signed by a Principal or Principals duly authorize
to make contracts, all signatures in long hand. The bidders legal name shal
be fully stated. The completed form shall be without interlineations, alter
ations or erasures.
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b. Bids shall not contain any recapitulation of the work to be done. Alterna-
tive proposals will not be considered. No oral, telegraphic or telephonic
proposals or modifications will be considered.
c. Bids must be accompanied by currency, a certified or car,hier~n check, or a
Bid Bond in the amount of 10% (ten percent) of the bid, made peyab1e to the
order of the City Council~ C~ty of Gilroy, California.
d. Before submitting a bid, each bidder shall carefully examine the drawings,
specifications, Agreement, and all other Contract Documents; shall visit the
site of the WtI!:t~:!s;'n,::1:r. fbll'Y ~lnfio~~t'f'm.I~~t$ -as" to'aU conditions and limi-
tations relating to the work, and shall mak~ .tis bid a sum sufficient to COVf
the cost of all items included in the contract.
e. Bids shall be delivered to the Ci~y Offices
10... South Rosll.tlna' S:t,UEte.{!;: Gilroy, California~
on or before the day aad hour set for the opening of bids as indicated in
the Invitation for Bids. Bids shall be enclosed in a sealed envelope and
shall bear the endorsement "Bid for roUe-e .PaciHtj>;ancF' JCli:i:'"
and the biGcer's name. and address.
INSTRUCTIONS TO BIDDERS
Page 1
f. :Jithdrawa1 of Bids: Bids may be withdrawn by the bidders prior to cut not
later than the day and hour set for the opening of bids, except as otherwis<
noted elsewhere in the Co ntract Documents.
.......,
1-04 SUBCONTRACTORS: In accordance with the Government Code of the State of Californ:
any person making a bid or offer to perform the work, shall, in his bid or of fe,
set forth the name and the location of the mill, shop, or office of each sub-
contractor who will perform worl~ or labor or render service to the Contractor ir
or about the construction of the work or improvement, and the rO;?:'tion of the wo,
that will be done by each subcontractor.
If a Contractor fails to specify a subcontractor for any portion of the work to
be performed under the Contract, he shall be deemed to have agreed to perform
such portion himself, and he shall not be permitted to subcontract that portion
of the work e,ccept under conditions hereinafter set forth.
No Contractor whose bid is accepted shall, without the consent of the awarding
authority either:
1. Subsli tute any person or subcontractor in place of;,the subcontractor
designated in the original bid, or
2. Permit any subccnt~act to be assigned or transferred, or allow it to be
performed by anyone other than the original subcontractor, or
3. Sublet or subcontract any portion of the work as to which his original
bid did not designate a subcontractor.
.""",..
The C-mtractor shall not employ any Subcontractor to whom the Architect or the
Owner have a reasonable objection. The Contractor shall not be required to
employ any Subcontractor against whom he has a reasonable objection.
1-05
ADDENDA: Clarifications, interpretations and/or modifications of the Contract
Documents during the bidding period, if necessary, will be in the form of a
~v.ritten addendum or addenda (with addendum drawings, if required), which, if
issued, will be mailed not later than three (3) days prior to the opening of
bids.
Should any bidder discover in the Contract Documents any discrepancy, conflict
and/or item requiring clarification or interpretation, he shall report such
discrepaancy, conflict and/or item immediately in writing to the Architect so
that supplementary information, if necessary, can be included in an addendum or
addenda.
1-06 SUBSTITUTIONS: While requests for substitutions for specified items and material
will be reviewed by the Architect, if made not later than thirty (30) days
followinc the award of the contract, no guarantee can be made of their acceptanc
Therefore, requests for substitutions will be reviewed by the Architect before
the bid opening also if made at least ten (10) days prior to the bid opening
date. See Special Conditions of the Contract for other requirements in regard t
requests for subst'tutions.
INSTRUCTIONS TO BIDDERS
\'.~ ~ Page 2
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1-07 lj,i~ARD OR REJECTION OF BIDS: The Owner shall have thi.rty (30) days from the date
of bid opening within which to accept the most desirable bid and no bid shall
be withdrawn within that period. The Contract will be awarded to the lowest
responsible bidder complying with these instructions and with the Invitation
for Bids, provided his bid is reasonable, and it is to the interest of the Owner
to accept it. The Owner reserves the right to reject the bid of any bidder who
has previously failed to perform properly, or to complete on time contracts witt
the Owner of a J'"lctu::e similar to this project. The ~vner reserves the right
to reject any or all bids or alternates and/or waive irregularities in bids re-
ceived.
The competancy and responsibility of bidders and of their proposed subcontractcr
will be considered in making the awards.
1~08 OPENn~G OF BIDS: Bids will be opened and read as soon after the hour set for
delivery as possible, officiated and attended by the Owner, its representatives,
or agents, at the place stated in the Invitation for Bids. Any and all bidders
are invited to attend.
The contents of all proposals will be made public for the information of all
interested parties.
Identity.of succes~f~l'Didder'may not bedeter~iried at the.time of opening of
bids ::and the Ot.'ller reserve!? the' right to obtain the opinion of counsel, Archi-
tect, its agents or employees, on the legality and sufficiency of all bids.
1-09 RETURN OF GUARANTEES: Guarantees shall be returned to all except the three
lowest bidders within three (3) days after the opening of bids. The remaining
Bid Bonds and checks will be returned within forty-eight (48) hours after the
~vner and the accepted bidder have executed the contract and the executed
Performance and Payment Bonds have been approved by the Owner.
~
1-10 Ca~TRACT NOT A:JARDED: In the event that the required contract and bonds have
not been executed within 45 days after the date of receiving bids, the bond or
check of any bidder will be returned upon his request, provided he has not
been notified of the acceptance of his bid prior to the date of such request.
1-11 BONDS: The successful bidder will be. required to furnish a Faithful Performance
Bond in the amount of 100 percent of the.contract price and a Labor and Material:
Bond in the amount of 100 percent of the contract price, both bonds secured from
a surety company acceptable to the Owner.
INSTRUCTIONS TO BIDDERS
" Page 3
_..
BOND FORM #1
BOND FOR FAITHFUL PERFORMANCE
KNOH ALL MEN BY THESE PRESENTS:
That Gordon E. Farotte
The contractor in the contract hereto annexed, as principal, and
United Pacific Insurance Company
are held and firmly bound unto the
as surety,
HAYOR AND CITY COUNCIL, CITY OF GILROY, COUNTY OF SANTA CLARA, CALIFORNIA
One hundred ninety one thousand eight hundred
~.n the sum of $ sixty dollars and nO/100- - - - - - - - - -la\-1ful money of
the United States, for which payment, well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
Signed, sealed and dated
April 5J 1965
The condition of the above obligation is that if said principal as contractor
in the contract hereto annexed shall faithfully perform each and all of the condit-
ions of said contract to be performed by him, and shall furnish all tools, equipmen~
apparatus, facilities, transportation, labor and materials, other than materials -
if any - agreed to be furnished by the ~hner, necessary to perform and complete
in a good and workmanlike manner, the work of errecting and constructing a Police
Pacility and J~il for the city in accordance with Plans and Specifications pre-
pared by Akol & Associates and Hughan & Hughan, Architect and in strict conformity
with the terms and conditions set forth in the contract hereto annexed, and shall
payor cause to be paid all persons who perform labor for, or furnish materials to,
said contractor, or to any subcontractor, in the execution of said contract, then
this obligation shall be null and void - otherwise to remain in full force and
effect; and the said surety, for value received, hereby stipulates and agrees tr~t
no change, extension of time, alteration or addition to the terms of the contract
or to the work to be performed thereunder or in the specifications accompanying the
same shall in any wise affect its obligations on this bond, and it does hereby waiv~
notice of any such change, extension of time, alteration or additions to the terms
of the contract or to the work or to the specifications.
/
WITNESS my hand this 5th
day of April
1':'65
)
. GO<'~an E; Farotte .If
5::,?-cU ~ ~~ ~
-""
CONTRACTOR
.
i
ompany
Ie
SrnuITY George . Parrish
Attorney-in-fact
I
County I
My
8-2004 California - Jurat Rev. 1-61
BOND FORM 112
nOND FOR MATERIAL AND LABOR
~~OW ALL MEN BY THESE PRESENTS:
That Gordon E. Farotte
The contractor in the contract hereto annexed, as principal, and
United Pacific Insurance Company
are held and firmly bound unto the
as surety,
MAYOR AND CITY COUNCIL, CITY OF GILROY, COUNTY OF SJuf\JTA ClARA, CALIFORNIA
One hundred ninety one thousand eight hundred
in the sum of $ sixty dollars and no/lOO- - - - - -- - - - rnwful money of
the United States, for whIch payment, well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
Signed, sealed and dated
April 5,
lC}65
The condition of the above obligation is that if said principal as contractor
in the contract hereto annexed, or his or its subcontractor, fails to pay for any
materials, provisions, provender or other supplies, or teams, ~~~d in, upon, for or
about the performance of the work contracted to be done by said' Contractor, namely
to furnish all tools, equipment, apparatus, facilities, transportation, labor and
material other than material - if any - agreed to be furnished by the Owner
necessary to perform and complete in a good and workmanlike manner the work of
errecting and constructing a Police Facility and Jail for the city in accordance
with Plans and Specifications prepared by Akol & Associates and Hughan & Hughan,
Architect and in strict conformity with the terms and conditions set forth in the
contract hereto annexed, or for any work or labor done thereon of any kind, or for
amounts due under the Unemployment Insurance Act with respect to such work or labors
said surety will pay for the same in an amount not exceeding the same hereinabove se
'.orth, and also in case suit is brought upon this bond, a reasonable attorney's fee
to be determined by the courts. This bond is executed in accordance with the re-
quirements of Chapter 3 of Division 5, Title 1 of the Government Code, and is subjec
to the provisions thereof, and shall inure to the benefit of any and all persons,
companies, and corporations entitled to file claims under and by virtue of the pro-
visions of Section 1184e of the Code of Civil Procedure, or to their assigns; and
the said surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or addition to the specifications accompanying
the same shall in any wise affect its obligations on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or addition to the
terms of the contract or to the work or to the specifications..
dITNESS my hand this
Sth day of April
1965
~~~~7tt9':ZX
~
CONTRACTOR
United Pacific ;z,urance pompany
J/iLo/~!l 'Jfl{~
Gp.o~iP. A. P~~~jsh
SURETY
Attorney-in-fact
Job No. 63-13
8-2004
68
,19_.
County,
NITED PACtFIC
ARTICLES OF AGREEMENT
THIS AGREEMENT, made and entered into this
day of by and between THE MAYOR iJ'lD CITY COUNCIL
of the CH:y of G:il~C'oy, COl-lnt.y of Sonta Cltlra~ California... sometimes
hereinafter called the O\.JNER or. Council, FIRST PARTY and
sometimes hereinafter called the CQ~TRACTOR, SECOND PARTY.
t.JITNESSETH:
That the parties have mutually covenanted and agreed, and by these presents
do covenant and agree with each other, as follows:
1. The Hork: Said Contractor agrees to furnish all tools, equipment, apparatue
facilities, labor and material necessary to perform and complete in a good
and workmanlike manner, the work of the erection and construction of a Jail
and Police Facility for the City of Gilroy in strict cOIlformity with Plans
and Specifications adbp~ec by:
THE lvlAYOR !.lID CITY COUNCIL
as prepared by the Architectural Firms of Hughan and Hughan, Architect,
and Akol & Associates, which said plans and specifications are entitled
respectively:
JAIL AND POLICE FA.CILITY FJR THE CITY OF GILROY
:1Li'tt! A)L ::I.r.;.j;"')fi;U~ STREETS
GILROY, CALIFORNIA
an~ which plans and specifications are identified by the signatures of the
parties to this Agreement. It is understood and agreed that said work
shall be performed and completed as required in said plans and specific-
ations under the direction and supervision of, and subject to the approval
of Hughan & Hughan and Ako1 & Associates, or their respresentatives.
2. Location of Work: Said Jail and Police Facility to be erected upon a
plot of land located on South Rosanna Streets Gilroy, CnlifoX'o.ia, as shown
the Plot Plan of the drawings.
3. Time for Completion: It is hereby understood and agreed that the work under
this contract shall and will be completed within calendar months from
and after notice by the First Party to the Second farty to commence work.
4. !he Contract Documents: The complete contract consists of the following
documents, to wit: The Advertisement for Bids; the Instructions to Bidders;
The Accepted Bid; the Agreement; the General Conditions; the Special Con-
ditions; the Performance Bond; the Labor and Material Bond; the Specifica-
tions; the Drawings; and all modifications incorporated in those docu-
ments before their execution, prepared by Hughan & Hughan and Akol & Assoc-
Articles of Agreement
Page I
iates. Any and all obligations of the Owne~ . and Contractor are fully
set forth and described therein.
All of the above documents are intended to cooperate so that any work
'- called for in one and not mentioned in the other or vice versa is to be
executed the same as if mentioned in all said documents. The documents
comprising the complete contract are sometimes hereinafter referred to as
the Contract Documents.
5. Completion-Extension of Time: Should the Contractor fail to complete this
contract, and the work provided herein within the time fixed for such com-
pletion, due allowance being made for the contingencies provided for herein
the Contractor shall become liable to the Cwner for all loss and damage
which the latter may suffp.r on account thereof and
IT IS IffiREBY UNDERSTOOD k~D AGREED by and between the parties hereto that
time is of the essence of the contract; that it is and will be difficult
pnd impossible to ascertain and determine the actual damage which the
C~7"e~ will sustain in the event of and by reason of such delay; and it
is therefore agreed that said Contractor will pay to the ~Nner the sum
of Twenty-Five dollars ($25.00) per day for each and every day's delay
beyond the time herein prescribed in finishing the said work as liquidated
damages; the said Contractor agrees to pay said liquidated damages as here-
in provided, and in case the same is not paid, agrees that said L~~~er
may deduct the amount thereof from any money due or that may become due
said Contractor under this contract.
'....
The time during which said Contractor is delayed in said work for causes
as hereinafter specified, or by any cause which the Architect shall decide
to justify the delay, then the time of completion shall be extended for
such time as the Architect may consider reasonable.
This article does not exclude the recovery of damages for delay by either
party under other provisions of the C ntract Documents.
6. Loss or Damage: That the Arch itect and/or the Qym.~:: or their author..
ized representatives shall not in any way or manner be answerable or suffer
loss, damage, expense, or liability for any loss or damage that may happen
to said work, or any part thereof, or in or about the same during its
construction and befo~e acceptance, and the said Contractor shall assume
all liabilities of any kind or nature arising from said work, and/or arisin,
from operations under this contract, either by accident, negligence, theft,
vandalism, or any cause whatever; and shall hold the Architect and/or the
0wne~ . or their authorized representatives harmless from all liability
of every kind and nature arising from accident, negligence or any cause
whatever.
7. Interpretation of Contract Documents: Should any question arise concerning
the intent or meaning of drawings or specifications, such question shall be
submitted to the Architect orally'or in ~~i~ing' for interpretation and
the decision of the Architect shall be final.
Articles of Agreement
Page 2
"""""'"
8. Extra and/or Additional Hork and Changes: Should the Owne= . at any time
during the progress of the work request any alterations. deviations.
additions. or omissions from the said contract, specifications, or plans,
it shall be at liberty to do so. and the S8r.1:' enoL.!. in no way affect or
make void the ccn.trcacL, out an amount will be added to or subtracted from
the contract price, as the case may be. by a fair and reasonable valuation:
and the value of such omissions or extra work shall be determined in one
or more of the following ways:
(a) By estimate and acceptance in a lump sum.
(b) By Unit Prices named in the contract or subsequently agreed upon.
(c) By cost and percentage or by cost and fixed fee.
If none of the above methods is agreed upon, the Contractor, provided he
receives an order as above, shall proceed with the work. In such case and
also under the provisions of (c) above, he shall keep and present in such
form as the Architect may direct. a complete and correct account of the
net cost of labor and materials, together with vouchers.
In any case, the Archit~Gt shall certify to the amount. including reason-
able allowance for everhead and profit, due to the Contractor. Pending
final determination of value, payments on account of change shall be made
upon the Architect's certificate.
No extra work shall be performed or change be made unless in pursuance of
a written order from the 'Ownert approved by the Architect. in wrtting,
and so Bn~orsad, , stating that the extra work or change is author-
'~ ized and no claim for an addition to the contract sum shall be valid un1esE
so ordered
9. Supplementary Contracts: Any order for extras or number of change orders
aggregating a change in tqi$ contract amounting to in excess of One
Thousand Dollars ($1,000.00) shall be covered by a supplementary contract
executed in the manner of the original contract to wh~ch it shall be
attached and become e part. Bonds to cover increased amounts of contracts
shall be furnished before any claim for acceptance will be passed for pay-
ment.
10. Prosecution of Work: If the Contractor should neglect to prosecute the
v'vrk properly or fail to perform any provisions of this contract, the
~~e~~ after three days' written notice to the Contractor. may, without
prejudice to any other remedy he may have. make good such deficiencies and
may deduct the cost thereof from the payment then or thereafter due the
Contractor. provided, however, that the Architect shall approve both such
action and amount charged to the Contractor.
11. Termination by the District for Breach. etc. If the Contractor should be
be adjudged a bankrupt. or if he should make a general assignment for the
benefit of his creditors. or if ~ receiver should be appointed on account
of his insolvency, or if he or any of his subcontractors should violate
any of the provisions of the contract. or if he should persistently or
Articles of Agreement
Page 3
"-"
.......
repeatedly refuse or should fail, except in cases for which extension of
time is provided, to supply enough properly skilled workmen or proper
materials, or if he should fail to make prompt payment to subcontractors
for material or labor, or persistently disregard laws, ordinances or
the instructions of the Architect, then the ~~e~ may, upon the certifi~
cate of the I.rchitect that sufficient cause exists to justify such action,
serve written notice upon the Contractor and his surety of its intention
to terminate the contract, such notice to contain the reasons for such
intention to terminate the contract, and unless within five (5) days after
the serving of such notice, such violation shall cease and satisfactory
arrangements for correction thereof be made, the contract shall, upon
expiration of said five days, cease and terminate. In the event of any
such termination, the ~~r' shall immediately serve written notice
thereof upon the surety and the Contractor, and the surety shall have the
right to take over and perform the contract, provided, however, that if the
surety within ten (10) days after the serving upon it of notice of termin-
ation does not give the ~~.e~ written notice of its intention to take
over and perform the contract or does not commence performance thereof
within the ten (10) days stated above from the time of the serving of such
notice, the : Oh'O.e~ may take over the work and prosecute the same to com-
pletion by contract or by any other method it may deem advisable, for the
account and at the expense of the Contractor, and the Contractor and his
surety shall be liable to the ~'ner for any excess cost occasioned the
Ot..ne~ thereby, and in such event the OtJi"',~:::: may without liability
for so doing, take possession of and utilize in completing the work, such
materials, appliances, .plant and other property belonging to the Contracto
as may be on the site of the work and necessary therfor. In such case,
the Contractor shall not be entitled to receive any further payment until
the work is finished.
If the unpaid balance of the contract price shall exceed the expense of fin.
ishing the work, including compensation for additional managerial and admin
istrative services, such excess shall be paid to the Contractor. If such
expense shall exceed such unpaid balance, the Contractor shall pay the
difference to the (}.\n~~ -. The expense incurred by the Ot,i'!\er as herein
provided, and damage incurred through the Contractor's default, shall be
certified by the hrchitect.
12.
Emergency Termination of Contract: This contract is subject to termination
as provided by Section 4410 and 4411 of the Government Code of the State of
California, being portions of the Emergency Termination of Public Contracts
Act of 194Q.
13.
Assignment of Contract: Neither the contract, nor any part thereof, nor
any monies due or to become due thereunder may be assigned by the Contracto:
wi thout the approval of the Owne:;'., nor without the consent of the surety
unless the surety has waived its right to notice of assignment.
14.
Contractor's Right to Stop Work or Terminate Contract: If the work shoul~
be stopped under an order of any court, or other public authority, for a
period of th~rty (30) days, through no act or fault of the Contractor or
anyone employed by him or the Architect should fail to issue any certifi-
cate for payment within thirty (30) days after it is due, or if the . .O~~a~
Articles of Agreement
Page 4
--
should fail to pay the Contractor within thirty (30) days of its maturity
and presentation, any sum certified y the htchitect or awarded by arbi-
trators, then the Contractor may, upon ten (10) days written nbtice to
the. Owner and the Architect stop work or terminate this .~ontract and
recover from the Owner payment for all work executed and any loss
susstained upon any plant or materials and reasonable profit and damages.
15. Progress Payments: The price to be paid said Contractor as hereinafter
provided shall be paid in legally executed and regularly issued warrants
of said ~~er, drawd on the appropriate fund or funds as required by
law and the order of the said Owner ~pon certificates issued by its
agent, the Architect.
Once each month, on or about a date to be determined by the Ow~er, ninety
percent (90%) of the value of the material purchased for the work and
stored at the site in a manner approved by the Architect, and ninety per-
cent (90%) of the value of the labor and materil incorporated in the work,
as approved by the Architect, less the aggregate of previous payments,
shall be paid the Contractor; and t~i~ty-five (35) days after the filing
of the Notice of Completion by the~r with the County Recorder, a
sum sufficient to increase the total payments to one hundred percent (100%:
of the contract price shall be paid the Contractor, provided that:
a. The Contractor assumes full responsibility for the security and risk
of loss from any cause of materials stored as stated above, and agrees
to replace at his own expense, at the time they are needed for incorp-
oration in the work, any of said materials that may have become lost,
damaged, destroyed, or stolen, or have otherwise been rendered unsuit-
able, from any cause, for use in the work.
b. The Contrac~nr shall have furnished satisfactory evidence that all
claims for labor and material have been paid.
c. That no claim shall have been presented to the ~~ by any person
based upon any acts or omissions of the Contractor and no liens or
withhold notices shall have been filed against the said work or the
property whereon it was done.
The payment of the progress payments by the O::r';G;;:' shall not be COJ1etruE
as an absolute acceptance of the work done up to the time of such payments,
16. Payments Withheld: ': The Architect may withhold, or on account of .
sub sequently discovered evidence, nullify the whole or a part of any
certificate to such extent as may be necessary to protect the ~f;:n:'
from any loss on account of:
a. Defective work not remedied.
b. Claims filed or reasonable evidence indicating probable filing of clairr
c. Failure of the Contractor to make payments properly to subcontractors,
or for materials or labor.
Articles of Agreement
~age 5
~~
d. h reasonable doubt that the contract can be completed for the balance
then unpaid.
e. Damage to another Contractor.
Ahen the above grounds are removed, payment shall be made for amounts
withheld because of them.
17. Employment of Aliens: Pursuant to the provisions of Sec'!ons 1850 to 1854
inclusive. of the Labor Code of California;
~o contractor or subcontractor or agent or representative thereof shall
knowlingly employ or cause to allow to be employed on public work any aliel
except in cases of extraordinary 'emergency. emergency caused by fire,
flood, or danger to life or property.
~ithin thirty (30) days after an alien is permitted to work upon public
work due to an extraordinary emergency the Contractor shall file with the
awarding body a verified report setting forth the nature of the extra-
ordinary emergency, the name of the alien. and each date he was permitted
to work. Failure to file the report within the thirty (30) day period
shall be prima facie evidence that no extraordinary emergency existed.
Every Contractor and subcontractor shall keep an accurate record showing
the name and citizenship of each workman employed by him, in connection
with public work. THe record shall be kept open at all reasonable hours
to the inspection of the awarding body and to the Division of Labor Law
Enforcement.
.......
For each violation of the above stipulation, said Contractor shall forfeit
to the ~~e ~ as a penalty the sum of Ten Dollars (10.00) for each alien
knowlingly employed by him in the execution of this agreement, or by any
subcontrector under him, for each calendar day. or portion thereof, during
which such elien is permitted or required to labor in violation of this
stipulaticn and tpe provisions of Chapter I, Part 7. Division 2, of said
Article 4 of said Labor Code.
13.. Uni ted States' Haterials: In accordance with Sections 4300 to 4305, in-
clusive, of the Government Code of the State of California. bidders sub-
mitting bids on unmanufactured materials shall submit bids only on unmanu-
factured materials produced in the United States, and bidders submitting
bids on manufactured materials shall submit bids only on manufactured
materials manufactured in the United States, unless the materials are of
a class or kind which are not, or which are manufactured from materials
which are not. produced in the United States.. The term "United States';
as used in these sections, means the United States of America, and include;
any territory or insular~ossession thereof. Any person, firm or corpor-
ation to whom a contract is awarded who fails to comply with the foregoing
sections, shall not be awarded any contract to which they apply for a peri,
of three years from the date of such violation.
Job No. 63-13
Articles of Agreement
Page 6
~-
19. Convict-Hade Haterials: The Contractor agrees that no materials manu-
factured or produced in a penal or correctional institution shall be incor.
porated in the project under this contract except as provided by the ~nerr
20. Hours of \.Jork: Eight (8) hours of labor shall constitute a legal day.s wori
upon all work done hereunder, and it is expressly stipulated that no work-
man employed at any time by the Contractor or by any subcontractor under
this contract, upon the work, shall be required or permitted to work there.
on more than eight (0) hours in anyone calendar day, except as provided
in Section 1810 to 1816, inclusive, of the Labor Code of California; all
the provisions whereof ar deemed to be incorporated herein; an~ it is furtl.
stipulated that for each and every violation of said last nameg stipu1atior
the Contractor shall forfeit, as a penalty to the State of California,
Ten Dollars ($10) for each workman employed in the execution of this cont4&
or by any subcontractor under this Contractor, for each calendar during wh~
said workman is required or permitted to labor more than eight (8) hours
in violation of the provisions of said Sections of the Labor Code.
In accordance with the applicable provisions of the Labor Code of the StatE
of California, within thirty (30) days after any la~crer, workman or mech-
anic is permitted to work over eight (8) hours in one calendar day due to
any such emergency, the Contractor doing the work, or his duly authorized
agent, shall file with the City Co~c~l and ~he Axcaitect ; a report verific
by his oath, setting forth the nature of the said emergency, which report
shall contain the name of said worker and the hours worked by him on the
said day; and the Contractor, and each subccr.tractor shall also keep an
accurate record showing the names and actual hours Horked of all workera
employed by him in connection with the work contemplated by this Agreement,
which record shall be open at all reasonable hours to inspection of the
'~ Owner or its officers or agents, and to the Chief of the Division of
,Labor Law Enforcement of the Department of Industrial Re1at ons, his depu-
ties and agents.
21. ~age Rates: Pursuant to the Statutes of the State of California or local
law thereto applicable, the 0tm€~ has ascertained the general prevailinr
rate of wages and rates for legal holidays and overtime work in the local-
i ty in which this worl~ is to be performed, for each craft or type of worl~-
man or mechanic needed to e~{ecute this contract. The prevailing wages so
determined are as specified in the Notice to Contractors, attached to and
made a part of the Contract.
It shall be mandatory upon the Contractor to whom the Contract is awarded
and upon any subcontractor under him, to pay not less than the said speci-
fied rates to all laborers, workmen and mechanics employed by them in the
execution of this Contract.
I~ is hereby further agreed that the Contractor shall forfeit to the
~~~~,as a penalty, Ten Dollars ($10) for each laborer, workman or mech-
anic employed for each calendar day such laborer, workman or mechanic is
paid less than the said stipulated rates for any work done under this
contract, by him or by any subcontractor under him.
-
Articles of Agreement
Page 7
-.,~
The Contractor, and each subcontractor shall keep, or cause to be kept,
an accurate record showing the names and occupations of all laborers,
workmen and mechanics employed in connection with the execution of this
contract or any subcontractors thereunder, and showing also the actual wa~
paid to each such worker, which record shall be open at all reasonable hou:
to the inspection of the ~ia~~o its officers and agents, and the Chief
of the D vision of Labor Law Enforeement of the State Department of Indus-
trial Relations, his deputies and agents.
In case it becomes necessary for the Contractor or any subcontractor to em.
ploy on the worl~ under this contract any person in a tra?e or occupation
(except executive, supervisory, administrative, clerical or other non-
manual workers as such) for which no minimum wsze rate is herein specified
the Contractor shall immediately notify the ~;::Ult' who will promptly
thereafter determine the prevailing rate for such additional trade or
occupation and shall furnish the Contractor with the minimum rate based
thereon. The minimum rate thus furnisheG shall be applicable as a minimum
for such trade or occupation from the time of the initial employment of tho
person affectec and during the continuance of such employment.
CONTRACT PRICE
"'-"
That, in consideration of the foregoinc covenants, promises and agreements on
the part of the Contractor, and the strict and leteral fulfillment of ea~h and
every such covenant, promise and agreement, and as compensation agreed _..:10 fo:
said worh and construction, errection and completion as aforesaid, theC'I:'l'"le::-
throuGh its ~!ty Council ,covenants, promises and agrees that it will well
and truly. pay and cause to be paid to the Contractor in full, and as for the
full contract price and compensation for said construction, errection, and co~
pletion of the work hereinbefore agreed to be performed by the Contractor, the
sum of
DOLLi.RS ($ 19~ tt6o. ?r;: ) lawful money of the United States, whi
sum is to be paid according t6 the schedule hereinbefore provided and subject
to additions and deductions as hereinbefore provided in this contract.
IN HITl>IESS UIIEREOF the parties hereto, the party of the First Part by its
CityCouneil therunto duly authorized, and the party of the Second Part hav
hereunto set their hands and seals the day and year first above written.
CONTRACTOR
crj~ COUNCIL
BY ~t2.I'---~
- ~ ,~
---- :
BY
i\!OTE:
If the Contractor executing
this contract is a corpora-
tion, a certified copy of the
by-laws, or of the resolution
of the Board of Directors,
authorizing the officers of
said corporation to execute the
contract and the bonds required
thereby must be annexed hereto.
BY
BY
BY
,.""
'-'.I.
~
l.rtic1es of Agreement
Page ~
GENERAL COODITIONS
Section 2
SECTIG.~ 2 - GENEML CONDITIONS
2-01 DEFINITIONS
a. The' Owner. ~ The Contractor. and the Architect(s) are those mentioned as
such in the Agreement.
b. The ~"verning body of the Ow'1ler. is the City CouncU~ . which will act for
the .''()~'ler . in all matters pertaining to the Contract.
c. The Term "Work" as applied to the Contractor shall include labor or materials
or both and any necessary equipment required.
d. The Architect will have. the general supervision and direction of the building
operations. They shall have the right to accept or reject materials or work-
manship; to decide the amount due at each payment period; and to determine
when the Contractor has complied with the conditions of the Contract.
e~ Bulletins or addenda furnished by the Architect interpreting plans and speci-
fications or answering questions of intended bidders as may arise, including
all modifications thereof shall be incorporated in the Documents before their
execution.
f.. The term ''Sub-Contractor'', as employed herein, includes only those having a
direct contract with the Contractor, and it includes one who furnishes
material worked to a special design according to the Plans and Specifications
of this work but does not include one who merely furnishes material not so
worked. .
......
g. Written notice shall be deemed to have been only duly served if delivered
in person to the individual or to a member of the firm or to an officer of
the corporation for whom it is intended, or if delivered at or sent by
registered mail to the last business address known to him who gives notice.
h. All time lim! ts stated in the Contract Documents are of the eS'sence of the
cont.ract.
2-02 BONDS AND INSURANCE
a. The Contractor to whom the work is awarded, shall, within ffve days after
having been notified, enter into a contract with the Otne::' for the work
in accordance with the Plans and Specifications, and shall furnish and file
at the same time, bonds as set forth in the Advertisement For Bids.
b. The Contractor shall not conmence work under this contract until he has ob-
tained all insurance required by the folloWing paragraphs, and such insurance
has been approved by the Ot.mer and Architect, nor shall the Contractor allow
any subcontr.actor to commence work on his subcoe,tract until all similar
insurance required of the subcontractor has been obtained. Certificates of
GENERAL CONDITIONS
Section 2 Page 1
~
":.. ;"
~
."
the required insurance shall be furnished indupUcate and addressed to the
Owner, care of the Architect, 495 Prtncevalle Street, Gilroy, California.
~
The Certificate 'of Insurance must indicate that the coverage cannot be reduced
or cancelled until 10 days after receipt of registered notice of cancellation
,or reduction of coverage that must be sent to the Owner, and such notice of
cancellation or reduction in coverage shall be sent to the Owner, care of the
Architect, 4Q5 Princevalle Street, Gilroy, California.
c. Bodily Injury, Property Damage and Compensation Insurance: The Contractor
shall at his own expense carry the following insurance:
1. Bodily Injury Liability in limits of $100/300,000 and Third Party
Property Damage in limits of $50/50,000.
2. Automobile Bodily Injury Liability and Property Damage in limits of
$100/300,000 Bodily Injury Liability and $50,000 Property Dqmage,
including Hired Cars and Non-Ownership.
3. Contractor's Pro~ctive Liability in limits of $100J300,000 Bodily
Injury Liability and $50/50,000 Property Damage.
4. Contractual Liability in limits of $100/300,000 Bodily Injury
Liability and $50/50,000 Property Damage, against the liability
assumed under the provisions of the Al'ticles of Agreement.
s. Horkmen's Compensation.
'-
d. Fire Insurance: The Contractor will at his expense maintain Builder's Risk
Fire Insurance, including Extended Coverage and Vandalism and Malicious Mis-
chief endorsements, jointly in the names of the Owner and Contractor, payable
as their respective interest may appear, such insurance at all times to be of
sufficient amount to cover full all loss or damage to the work under this
Agreement, resulting from Fire (or the perils covered in Extended Coverage
and Vandalism and Malicious Mischief Endorsement); this insurance policy will
be held by the Owner and certificates of insurance delivered to the Contractor.
2-03 TIME OF WORK
a. The <Amer. . . will designate the starting date, when the contract
shall immediately begin and the Contractor shall prosecute the work diligently
to completion.
b. The Contract shall be fully executed, before any work is commenced.
c. The Contractor obligates himself to make the whole work complete and satisfac-
tory on or before the date determined by the elapsed number of calendar days,
hereinafter set forth plus any allowance approved by the Ct~C~ as set forth
in the Agreement. Within thirty (30) days after the sign~g~ of the contract,
the Contractor shall submit to the Architects and/or -~"ner a dated
progress schedule of the work to be performed under the contract within the
time limit stipulated. The Progress Schedule shall indicate the expected
future dates upon which certain major portions of the work are to be completed.
In conjunction with the above progress schedule the Contractor shall indicate
and submit evidence in writing of those materials, or articles called for in
"""-
GENERAL .CONDITIONS
Section 2 Page 2
,I
UNITED PACIFIC
INSURANCE COMPANY
A MEMBER OF UNITED PACIFIC INSURANCE GROUP
HOME OFFICE: TACOMA, WASHINGTON
CERTIFICATE
OF INSURANCE
In Effect on Date of This Certificate
This is to certify that the policy described below has been issued by the UNITED PACIFIC INSURANCE
COMPANY, as insurer, only to the insured named below. Any requirements or any provisions in contracts or
agreements between the insured and any other person, firm or corporation shall not enlarge, alter or amend the
definition of insured or any of the terms, conditions, exclusions, or limitations of the policy described below.
That policy, subject to all of its limitations of liability, coverages, hazards, exclusions, provisions, conditions
and other terms, is in full force and effect as of the date this certificate was issued.
Name of insured
GORDON Eo FAROTTE
Address of insured 720 5th STREET II GILROY II CALIFORNIA
Policy Number eLP 76484 Effective 10-27-64 Expires 10-27-65
COVERAGES HAZARDS LIMITS OF LIABILITY
BODILY INJURY Automobile $ 10011000. Each Person $ JUU,UUUo
LIABILITY Other than Automobile $ 100.1 000. Each Person $ 300,000.
PROP E R TV DAMAGE A.'omob; I. ~ 5 0, 000 . Eo.h o. .~,.:..
LIABILITY Other than Automobile $ 50,000. Each Accident $
50,000. 50,000.
Each Occurrence
Each Occurrence
Aggregate Products -
Completed Operations
Aggregate
In accordance with the above, the policy insures the liability of the insured named above arising from the foll,ow-
ing operations and locations:
ALL CALIFORNIA OPERATIONS
This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate
shall be construed as extending coverage not afforded by the policy shown above or as affording insurance to
any insured not named above. Except as specifically provided for in this certificate, United Pacific Insurance
Company has no duty to notify the party to whom this certificate is addressed as to any changes or cancellation
of the policy and shall not be responsible for any failure to do so.
Dat~ 4-7-65
To CITY OF GILROY
10 S ROSANNA STREET
Address GILROY II CALIFORNIA
VOORHIES & PARRISH
O.'RA 5_~~
INDUSTRIAL INDEMNITY COMPANY
(A STOCK COMPANY)
HOME OFFICE
SAN FRANCISCO
CERTIFICATE
OF
INSURANCE
NAMED
INSURED
GORDON E. FA110T1'.2;
720 5th STREET
GILROY~ CALIFORNIA
CERTIFICATE.
ISSU ED TO
CITY OF GILROY
10 S ROSANNA STl1EET
GILROY~ CALIFORNIA
Effective 4 -7 -65 any loss under Physical Damage Coverage is payable as interests may appear to the Named Insured
and the Lienholder named below in accordance with Loss Payable Endorsement (49A)
LIENHOLDER .
As respects the following described automobile!s):
YEAR
TRADE NAME
BODY TYPE AND MODEL
SERIAL NUMBER
INDUSTRIAL INDEMNITY COMPANY has issued coverage effective as of the ,dates and for the periods and limits
specified below and subject to all terms, conditions, provis ions, exclusion~ and limitations of the described Binders or
Policies whether shown by endorsement or otherwise.
KIND OF INSURANCE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY
COMPENSATION EFF '( -1-t)L STATUTORY CALIFORNIA COMPENSAT,ION-
WORKMEN'S COMPENSATION cp654 3L~8 EXP 7 -1-6c: EMPLOYER'S L1ABILITY-$2,OOO,OOO PER OCCURRENCE
COMPENSATION EFF STATUTORY COMPENSATION STATE(S) OF
WORKMEN'S COMPENSATION EXP EMPLOYER'S LIABILITY $ PER OCCURRENCE
LIABILITY EACH PERSON EACH ACCIDENT
BODILY INJURY L1ABILlTY- $ $
AUTOMOBILE
EACH PERSON EACH ACCIDENT
BODILY INJURY L1ABILITY- EFF $ $
EXCEPT AUTOMOBILE
EACH ACCIDENT
PROPERTY DAMAGE L1ABILlTY- $
AUTOMOBILE EXP
EACH ACCIDENT AGGREGATE
PROPERTY DAMAGE L1ABILlTY- $ $
EXCEPT AUTOMOBILE
AUTOMOBILE PHYSICAL DAMAGE
COMPREHENSIVE EFF .
FIRE, LIGHTNING Be TRANSPORTATION .
THEFT (BROAD FORM) EXP .
COLLISION OR UPSET ACTUAL CASH VALUE LESS S DEDUCTIBLE
GLASS EFF REPLACEMENT COST PER
EXP SCHEDULE FILED WITH COMPANY
INLAND MARINE EFF
EXP $
EFF
EXP $
REMARKS:
ALL CALIFORNIA OPEHATIONS
This policy shall not be canceled nor reduced in coverage until after
in coverage shall have been mailed to this certificate holder.
days written notice of such canc:elation or reduction
Certified this
7th day of
APRIL
By
Producer VOORHIES- PARRISH
FORM IX031 RI
I
I ASSURED'S COPY
r
: 0 The Phoenix lDsuranee Co. ~ of II rtfonl No. PC 21293
i ,r The Connecticut Fire IDa. Co. ttJ\,X 1 J Q v'
: 0 Equitable F. & M. IDa. Co. INSURANCE COMPANIES (ORIGINAL)............................_
I
I I I' C- ~II L PACIFIC DEPARTMENT
. . b -J '~""r. OD BOO MILLS BUILDING. SAN FRANCISCO 4 (RENEWAL)...........................__
I Amount ....-....-....1....-..---............ YUKON 6.2233 U renewal.lrive
I Gee. (/ lint date of eover_._..._._____
I Insurance against loss or damage by fire ancL......................t.m...tn.............is hereby kept covered in the above named CompaD7
f and for the amount given ahovel subject to the printed conditions of the Standard Fire Insurance Policy of the State. Territory or
I Province in which the risk hereDY insured is located. or. (if there be no Standard Form of Fire Insurance Policy prescribed by the
I law of such State. Territory or PJ'ovince) the printed conditions of the present Standard Fire Insurance Policy of the State of New
York. shall be deemed to be a part of this Cover Note. except as hereinafter provided. as follows:
IN FAVOR OF....._C.Lr...'t.._..Q..E.......L-i.l.~..(!.9...Y........,..........lt..N...~.............(~..{l.;J>..~..~..J~.:.........................
,.........._.._...Et1.J!l..P:..r.r.G......................................................................................................................................................................................
Lo... if any, payable to.........fr:~~f:~!...&6...D...................................................................................................................................................
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the specifications, that are not obtainable for installation in the building
within the time limits of the contract. Failure to indicate the above, within
thirty (30) dyas after the signing of the contract, will be deemed sufficient
cause for the denial of requeet for extension of the contract time because of
'_ same.
d. Days lost due to strikes, riots, inclement weather, acts or neglects of the
District, or other extraordinary circumstances beyond control of the Con-
tractor, may be added to dates for starting and completion of the work pro-
vided the Architect recommend such extensions and the extension is approved
by the Ot-mer Requests shall be made in writing, and will only be con-
sidered at or within seven (7) days of such delay but the ~er . shall not
be liable for any damages on account of any such delay.
2-04 DRAWINGS AND SPECIFICATIONS
a. For convenience, these specifications are arranged in the several sections
indicated, but such separation shall not be considered as the limits of the
work required of any separate trade. The terms and conditions of such limi-
tations are wholly between the Contractor and his subce~tractors.
b. Inter~retation: In general, the drawings will indicate dimensions, position
and kind of construction and the specific6ticns,wil1 indicate qualities and
methods. Any work indicated on the drawings and not mentioned in the speci-
fications, or vice versa, shall be furnished as though fully set forth in
both. Work not particularly detailed, marked or specified, shall be the same
as similar parts that are detailed, marked or specified..
'~
c. Should an error appear in the drawings or specifications, ~ in the work done
by others affecting this work. the Contractor shall notify the Architect at
once and the Architect will issue instructions as to proceedure. If the Con-
tractor proceeds with the work so affected without instructions from the
Architect, he shall make good any resulting damage or defect. This includes
typographical errors in the specifications and notational errors on the
drawings where doubtful of interpretation.
d.
Figured dimensions on the scale drawings and the full size details shall
govern.
e.
The General Conditions apply with equal force to all of the work, including
extra work authorized.
f.
Details: The Architect will furnish additional details to more fully explain
the work, and same shall be considered ~ part of the contract. Full size
details shall take precedence over scale drawings. Any work done before
receipt of such details, if not in accordance ~Sth same, shall be removed and
replaced or adjusted as directed, wit hout expense to the District.
g.
Should any details be, in the opinion of the Contractor, more elaborate than
scale drawings and specifications warrant, written notice thereof shall be
given to the Architect within five days of receipt of the details. The claim
will then be considered and, if justified, said drawings will be ammended or
the extra work authorized. Non-receipt of such notice relieves the ~.e~
of any claim.
'~~
GENERAL CONDITIONS
Section 2 Page 3
h. Shop and Diagram Drawings: The Contractor shall submit four copies of shop
or diagram drawings. The drawings shall show completly the work to be done;
any error or omissions shall be made good by the Contractor at his own expense
~ even though the ~rk be installed before same become apparent, as approval by
the Architect covers general layout only. The Architect assumes no liability
or responsibility for dimensions on approved shop drawings. The Ccntractor
shall check all dimensions at the job and shall be respobsible for all dis-
crepancies between dimensions of the actual work and those shown in the docu-
ments or Architect's approved shop drawings. The Contractor shall also be
solely responsible for all quantities of materials or equipment called for to
complete the work.
i. ~nership: All drawings and specifications and copies of same are the property
:h2 'Architect and shall be retu~ed to the Architect when ordered. Models
ar.e the property of the A~ch!tect.
2-05 WORr~SHIP AND LAB,OR'
a. All labor shall be especially skilled for each kind of work, thorough and first
class in all respects and under the direction of a competent foreman, regardless
of the kind and quality of material specified.
b. All workmen, contractors, or other representatives are admitted to the grounds
only for the proper execution of the work, they having no tenancy. Any em-
ployee or contractor the Architect deem incompetent or disorderly shall be
promptly discharged and not re-employed upon this work.
2-06 MATERIALS
'-
r
a. Materials ahall be new and of quality equal to that specified. When not
particularly specified, materials shall be the best of their class or kind.
The Contractor shall, if required, submit satisfactory evidence as to the kind
and quality of material. Price, fitness and quality being equal, preference
shall be given to products made in California.
b.
Where special makes or brands are ~~eeifi24 it is for the purpose of estab-
lishing a "standard" and is in no way intended to restrict bidding. Any
product meeting the specified standards in the judgment of the Architect
would qualify as a substitute for the specified work provided approval is first
obtained in writing from the Architect. Unless substitutions are requested
no deviations from the specifications will be allowed. Further, when a brand
name or names are listed, it shall be construed to be followed by the words
"or approved equal in quality and utility" whether or not those words do in
fact follow the brand name. If the word"approved" does not precede the word
"equal" it shall nevertheless be construed as reading "approved equal". Sub-
stitutions shall be requested or offered for investigation in ample time so
as to cause no delay in the progress of the work, and no extension of time
will be allowed for failure to do so. Requests for substitution will only be
considered when offered by the Contractor.
c.
Within thirty (30) days after the signing of the contract, the Contractor
shall submit for approval to the Architect a complete list of all materials
it is proposed to use under his contract, which diffe~ in any respect from
GENERAL CONDITIONS
Sp.ction 2 Page 4
materials specified. This list shall include all materials which are proposed
by the subcontractors as well as by himself, for use in work under his contract
whether or not specifically ment~oned in the specifications.
d. This list must also include the figures received by the Contractor, in bid form,
for the materials which are submitted for approval of substitution, together
with the figures, in bid form, of the specified materials for which substitutions
are proposed. In case a substitute is offered and accepted as equal to the
materials specified, the cost of which is less than the cost of the materials
originally specified, a credit shall be allowed the ~~Er for the difference
in cost. Failure to propose the substitution of any article within thirty
(30) days shall be deemed sufficient cause for the denial of request for sub-
stitution.
e. All materials shall be delivered as to insure a speedy and uninterupted pro-
gress of the work. They shall be stored so as to cause no obstruction and so
as to prevent overloading of any portion of the structures, and the Contractor
shall be entirely respcnsible for damage or loss by weather or other cause.
2-07 SAMPLES, TESTS AND INSPECTIONS
a.Materials or work requ,iring tests are so specified. Other materials may be
tested but only at the discretion of the Architect
b. Materials or work required or necessa~y to be tested shall be bQsted under
tha supervision of, as directed by, and at such points as may be convenient
to the Architect.
c. Samples of materials or articles shall be submitted" for tests or examination
and consideration before incorporation of same in the building. The Contractor
e.hall be solely responsible for delays due to samples not being submitted in
time to allow for proper time to make tests or consideration.. Acceptance or
rejection will be expressed in writing.
d. Materials furnished shall be equal to approved samples in every respect.
Samples which are of value after testing will remain the property of the
Contractor.
,
e. All samples, specimens, inspections and tests shall be made by a properly
qualified person or testing laboratory, whq shall furnish the Arc~itect
and the Ot.ner's Building Inspector reports. The final report shall be certi-
fied in the presence of a Notary Public, showing the results of tests, and
stating that they were made in accordance with the Standards as listed in
Table 117, Title 21.
f. l.Jhen materials fail to meet the requirements of the specifications, attention
shall be called to the deviations by the laboratory report.
g. All costs of tests and inspections called for in the specifications and re-
quired by the Architect and/or: Structural Eag:lnee.r as per paragraph e.
above, shall be borne by the Owner, except that when tests and inspections
reveal any failure to meet contract requirements, the costs of additional
GENERAL CONDITIONS
Section 2 Page 5
testing and inspection will be deducted from the contract price.. The cost
of selecting, packing, and delivering samples to the Architect, Owner, ,
and/or laboratory shall be bome by the Contractor.
~ h. All tests of the complete work, or substituted materials as required, shall
be made at the expsense of the Contractor, who shall repair all damage resulting
from these tests, if the work fails through the fault of the Contractor.. The
Contractor shall not make any tests upon portions of the building already
completed except with the written consent and under the direction and'. ,control
of the Architect. The Architect shall have the right to make any tests at any
time, on materials or work done, whether the materials are those specified
or substituted materials.
i. Wherever samples are called for in the specifications, wr where it is desired
to nubstitute another material or article for that specified, the Contractor
shall submit samples in-triplicate to the Architect with all charges prepaid.
One sample will be returned to him with a letter stating whether it is approved
or rejected, at his expense. All material delivered on the site or place in
the building shall be equal to this sample in every respect.
2-08 STORAGE OF MATERIALS
a. The Contractor shall confine the storage of materials and equipment within
the areas and limits of public property prescribed by Building Ordinance,
Building Code, Law, Rules, Regulations, Orders and/or Permits given by any
legally constituted public authorities having jurisdiction, and within the
areas and limits of the site, in the building or buildings, and in a manner
approved by the Architect or his representative.
""'-'
2-09 CONBm1NED MATERIALS
~. The Contractor shall promptly remove from the premises all materials condemned
by the Architect as failing to ccaform to the contract, whether incorporated
in the work or not, and the Contractor shall promptly replace and re-execute
his own work in accordance wi th the contract and wi thout ~xpense to the Owner
and shall bear the expense of making good all work of other contractors destroyec'
or damaged by such removal.
b. If the Contractor does not remove such condemned work and materials within
reasonable time, fixed by written notice, the Ctoer may remove them and
may store the material at the expense of the Contractor. In the event that
the Contractor does not pay the expenses of such remOval within the space of
ten (10) days thereafter the ~er. may, upon an additional ten (10) days
written notice, sell such materials at auction or at private sale and shall
account for the net proceeds thereof, after deducting all costs and expenses
that should have been borne by the Contractor.
2-10 CONDUCT OF WORK
a. 1he Contractor shall observe that the Cwne.r reserves the right to do other
work in connection with the project by contract or otherwise, and he shall at
a 11 times conduct his work so as to impose no hardship on the -cwn~ or
others engaged in the work. ,He shall adjust, correct, and co-ordinate his
GENERAL COND IT IONS
Section 2 Page 6
work with the work of others so that no discrepancies shall result in the whole
work.
''"-''
b. The Contractor shall personally superintend the work and shall maintain a
competent superintendent or foreman at all times empowered to act in all
matters pertaining to the work.
c. Unless otherwise specified, the Contractor shall clear all obstructions and
prepare the site ready for the construction. He shall verify demensions and
scale of Plot Plan, and shall checks all dimensions, levels, and construction.
d. Where work of one trade joins, or is on other work, there will be no discrep-
ancy when same is completed. In engaging one kind of work with another, marring
or damaging same~ill not be permitted. Should improper work of any trade be
covered by another which results in damage or defects, the whole work shall be
made good wi thout expense to the O\'Qe:t';>
e. The Contractor shall anticipate the relations of the various trades to progress
of the work and shall see that the required anchorage or blocking is furnished
and set at proper times. Anchorage and blocking necessary for each trade
shall be a part of same, except where stated otherwise.
f. Prop~r facilities shall be provided at all times for access of the Architect
or his representatives to conveniently examine and inspect the work.
2-11 OVERLOADUNC
c
,s. If the Contractor shall cause, permit, or allow any part of the building or
buildings to be overloaded by storing, piling, or setting thereon any material
or equipment, or by performing thereon any of his work, he shall do so at his
,own risk, and he shall be solely responsible for any and all loss, damage,
and/or injury arising or resulting therefrom.
2-12 CHANCES
a. Changes# omissions or additions shall be made only through a standard written
order of the Architect and approved by the <M:\er.
b. Change Orders shall be issued only before or at the time of change, and the
expense or respon4ibility for any change or damage without'an order s~all rest
entirely with the Contractor.
c. The price which shall be added to or deducted from the contract price on account
of making changes, omissions or additions shall be ascertained in the manner
set forth in the Agreement pertaining to same.
d. Any change in the work shall be fully according to the original drawing,o and
specifications as such ~y be applied without conflict to conditions set forth
by the change order.
GENERAL CONDITIONS
Section 2 Page 7
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2-13 FAULTY LABOR AND MATERIAlS
a. Neither the final certificate nor payment nor any provision in the Contract
Documents shall relieve the Contractor of responsibility for faulty materials
~ or workmanship and unless otherwise specified, he shall remedy all defects
due thereto and pay for any damages to other ~rk resulting therefrom which
shall appear within a ;period of one year from the date of filing Notice of
Completion. The ~Nner shall give notice of observed defects with reason-
able promptness,
b. All questions arising under this article shall be decided by the Architect.
2-14 PUBLIC UTILITIES
a. The Contractor shall send proper notices, make all necessary arrangements, and
perform ~ll other services required in the care and maintenance of all public
utilities. The Contractor shall assume all responsibility concerning th~ same
for which the ~~r. ~uld otherwise be liable.
b. Enclosing or boxing in, for protection of any public utilities equipment, shall
be done by the Contractor. Upon Completion of the ~rk, the Contractor shall
remove all enclosures, fill in all openings in masonry, grouting the same water-
tight, where required, and leave in a finished condition.
2-15 EXISTING CONDITICNS
a. The Contractor shall maintain in operation during the term of the contract
drainage lines, storm drains, sewers, water, gas, electrical, steam and other
utility service lines within the working area.
'---
b. If, in the opinion of the Architect, re-routing of any of the above should
be required, it shall be done at the expense of the Cm..ar. upon approval
of a Change Order.
c. Cap, or remove abandoned system, if required, at Contractor's expense.
d. All connections to public utilities shall be made and maintained in such manner
as to not interfere with the continui g use of same by the t~cr during the
entire progress of the ~rk.
2-16 WATER, LIGHT, POWER AND GAS
a. All water on the job site will be furnished and paid for by .the O~~
The Contractor shall furnish the necessary temporary piping from the distrib-
ution point designated by the Architect to the points on the site where water
is necessary to carryon the work, and upon completion of the project the
Contractor shall remove all temporary piping.
b. The ~NU~r.~ shall provide and pay for all electric power and light that shall
be necessary to perform the ~rk, but the Contractor shall provide all necessary
wiring and distribution systems, and upon completion of the project shall
remove all temporary wiring.
GENERA~ CONDITIONS
S0~0":: .,ll 2
?:l.7:C 8
'........
c. The responsibility of the OwDer shall only extend to designating the point
at which the Contractor may hook into the existing water and electrical
services and payment for the water and electricity used. The Contractor shall
provide all wiring, piping, and devices necessary to distribute the water
.~ and electri~ty and shall pay for the cost of tapping into the existing system.
Such tap-ins shall be in accordance with all local and State regulations and
Codes.
d. The Contractor shall furnish, wire for, install and maintain temporary electric
lights wherever it is necessary to provide illumination for the proper perform-
anceand/or inpsection of the work. The lighting shall provide sufficient
illumination and shall be so placed and distributed that these specifications
can be easily read in every place where said ~rk is being performed. This
tl\mporary lighting equipment may be moved about, but shall be maintained
throughout the dUl'Qtion of the work, available for the use of the Architect's
representative Whenever required for inspection.
2-17 TOILET FACILITIES FOR WOlU(MEN
a. The Contractor shall provide, install and maintain, for the duration of the
work, temporary toilet faCilities for workmen, and these facilities shall be
be adequately housed in a weathertight and elevated floored structure, located
advantageously, and with all plumbing fixtures therein furnished by the Con-
tractor and temporarily connected to the nearest accessible point in existing
sewer lines. The '%cilet structure shall be provided with a suitable window
for light and ventilation and a door with latch. All toilets to be approved
by the Archi tecto
b. The structure shall be kept in a clean and sanitary condition until the com-
pletion of the ~rk, theO to be removed from the school site, temporary
sewer and water connections properly capped, and the portion of the site
occupied by the same properly cleaned up, graded and left in an acceptable
clean condition.
c. The use of existing toilet facilities at the site by workmen is specifically
prohibited.
2-18 PERMITS, LICENSES, ORDINANCES AND REGutATIOOS
a. The District will pay for all fees connected with the checking of plans and
speCifications by 10-.:a1, County, State" and/or: Federal authorities haying
jU~ls.d\Ctiono .
b. The Contractor shall obtain and pay for all'o~her permits and licenses that are
required for the performing of his work by all laws, ordinances, rules, regu-
lations, or o~ders of any officer and/or body lawfully empowered to make or
issue the same and having jurisdiction, and shall give all notices necessary
in connection therewith and pay all fees relating thereto and all costs and
expenses incurred on account thereof.
2-1 C) PRESERVATlaI AND CLEANING
a. The Contractor shall protect and preserve the work from all damage or accident
GENERAL CONDITIONS
......... Section 2 Page 9
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providing any temporary roofs, window and door coverings, boxings or other con-
struction as required by the Architect. The Contractor shall be responsible
for existing structures, walks, roads, trees, landscaping and/or improvements
in working areas - he shall provide adequate protection therefor. If temporary
removal is necessary of any of the above improvements, or damage occurs due to
work, the Contractor shall replace same at his own expense with the same kind,
quality and size of work damaged. This shall include any adjoining property
of the (Mne;: or others.
b.
The Contractor shall properly clean th~ work as it progresses. As directed
during construction, rubbish shall be removed and at completion the whole
work shall be cleaned and all temporary construction, equipment and rubbish
shall be removed from the site. Contractor shall clean interior and exterior
of the entire building, fixtures, equipment, floors and hardware and wash, clear.
and polish all glass on the interior and exterior of rooms.
2-20
ACCEPTANCE
a.
The work shall be accepted in writing only when it shall have been completed
satisfactorily to the Architect and the .Owne~~ Partial pay-
ments shall in no wise be constued as acceptance of any part of the work.
b.
In judging the work, no allowance for deviations from the drawings and speci-
fications will be made, unless already approved in writing at the times and in
the manner as called for heretofore.
.....
c. Should it become necessary, due to developed conditions, to occupy any portion
of a building, or any par~ of any equipment before the contract is completed,
same shall not constitute any acceptance of any part of the work, unless so
stated in wri ting by the 0:ll",C~"
2-21 GUARANTEE
a. In addition to guarantees required elsewhere in the Contract Documents, the
Contractor shall guarantee the work in general for one year from the date of
final acceptance. Contractor shall be held responsible for, and must make
good, any defects arising or discovered in any part of his work within one
year after completion and acceptance of the building; and in certain other
parts, as required by Specifications, for a longer period. \~here the detailed
specifications call for guarantees, as above specified, they shall cover the
special features called for.
b. All guarantees must be submitted to the Architect before the acceptance
estimate will be passed for payment.
GENERAL CONDITIONS
Section 2 Page 10
-
fr
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d. All guarantees shall be properly and fully executed on the form approved by
the c..me~ e
2-22 GOVERNING REGULATIONS
.......
8. All work shall be performed in accordance with all applicable rules and regu-
lations, including Title l~ of the California Administrative Code, and a copy
of the tame shall be kept on job at all times during construction.
b. All work and materials shall be in full accordance with the latest rules and
regulations of the State Fire Marshall; the safety orders of the Division of
Industrial Safety; the Notional Electric Code, the Uniform Plumbing Code as
published by the Western Plumbing Officials Association, and other applicable
State and local laws, ordinances and regulations. Nothing in these plans or
specifications is to be construed to permit work not conforming to these Codes.
2-23 REFERENCE DOCUMENTS
a. t~ere provisions of California Administrative Code, Title 14, the National
Board of Fire Underwriters, the Safety Orders of the Industrial Accident Comm-
ission of the State of California, provisions of the building ordinances or
codes of the city, county, or other political subdivisions having jurisdiction
ere referred to in these specifications, said reference is made applicable to
the work of the Contractor.
"..,
b. All work shall be performed in accordance with the provisions of the latest
edition of the Uniform Building Code in the event this contract is being
performed in a locality in which no city, county or local building ordinances
are in effect, except as the requirements of the Uniform Building Code may
conflict with the particular requirements of Title 1~, Public Works, California
Administrative Code, or reference documents or requirements hereinafter speci-
fied in other sections in the Specifications pertaining to that cr~nch of the
work, in trl1i~h case the latter shall govern.
c. Specifying by reference to any provisions, conditions, materials or work, or
anything relative ~o any part thereof, specified in other parts of the Contract
or in the Reference Documents, shall have the same forcp. and effect as if the
said provisions had ~een repeated word for word at the place where the referenc.
is set out, and therefore the materials and/or work, and/or quality thereof
and/or workmanship thereon mentioned or described in the provisions so referred
to shall be furnished, and/or installed or performed by the Contractor as a
part of his work.
2-24 ROYALTIES AND PATENTS
a. The Contractor shall pay all royalties and license fees. He shall defend all
suits or claims for infringement of an~ patent thereof, except that the
:~~~shall be responsible for all such loss when a particular process or the
product of a particular manufacturer or manufacturers is specified, but if the
Contractor has information that the process or article specified is an infringe.
ment of a patent he shall be responsible for such loss unless he promptly
gives such information to the Architect or the District.
GENERAL CONDITIONS
Section 2 Page 11
.......
2-25 PAYMENT OF FEDERAL, STATE OR LOCAL TAXES
a. Any Federal, state or local tax payable on articles furnished by the Contractor
under the contract shall be included in the contract price and paid for by
'~ the Contractor.
2-26 ADVERTISmG SIGNS AND PROJECT SIGN
a. One general sign only shall be provided at a location approved by the Architect
b. The sign shall be of 3/411 e:(terior grade D.F. plywood, rigidly supported, and
shall meesure four feet high by eight feet wide.
c. The layout of the lettering shall include the title of the project, the names
of the ~t~~r, Architect, Consultants, General Contractor and all separate
contractors, all to the approval of the Architect.
d. No other advertising sign of any kind shall be displayed on any building or
buildings, premises, fences, offices, or elsewhere upon the job, except as it
may be approved by the Architect.
,-~ffi;$'\lJ>.,
........
GENERAL CONDITIONS
Section 2 Page 12
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SPECIAL CONDITIONS
SECTION 3
SECTION 3 - SPECIAL CONDITIONS:
.........
3-01 GOVERNING CODES: It is speci~ical1y provided that this contract Is subject
to all the provisions of law regulating and controlling the performance of
work by a public agency and political subdivision of the State of California
and that the rules of law shall prevail over any provision contained in any
of the contract documents wbich may be in conflict thereto or inconsistent
therewith, and particularly is subject to the following provisions of law:
Sect. 4300 - 4303, incl. )
Sect. 4330 - 4334, incl. ) Government Code of the State of C~lifornia.
Sect. 4100 - 4108, incl. )
Sect. 172 - 1735, incl. )
Sect. 1850 - 1853, incl. ) Labor Code of the State of California.
Sect. 1770 - 1731 , incl. )
Sect. 1810 - 1854, incl. )
Sect. 15451 - 15464, incl., Education Code of the State of California.
Title 19 of the California Administrative Code (one copy to be kept on the
job at all times)
Other apflica~le Titles of the California Administrative Code~
~- It is expressly understood and agreed by the parties hereto that the Contrac~o;
'~ will perform all of the work personally, by and through his own employees, and
not by the use of a subcontractor, unless in accordance with the provisions of
the law above referred to.
3-02 BONDS: This contract shall have no force or effect ~hatsoever unless and unti:
the Contractor delivers to the Owner good and sufficient bonds as f.ollo~e~
a. Faithful Performance Bond in the sum of one hundred (100) percent of the
C~ntract sum for the faithful performance of the work to be done under the
terms of this contract.
b. Labor and Naterial Bond in the sum of one hundred (100) percent of the
contract sum e~ecute~n accordance with Sections 4200 to 4208 inclusive,
of the Government Code of the State of California, as am~nded, and duly
approved by the Owner in accordance with said Sections.
The bonds required by paragraphs a, and b, above shall be furnished only upon
the forms provided for that purpose by the Architect.
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SPECIAL CONDITIONS
Section 3 Page 1
3-03
FIELD OFFICE: The Contractor shall provide and maintain for the duration of
the work, two separate temporary offices on the site for the use of the Con-
tractor and the Inspector.
'-"
Inspector's office to contain 100 square feet minimum. A table, chair and
a set of Contract Documents shall be provided by the Contractor. A telephone
on a separate line, with a normal bell and signal-generating device, with on
and off switch and adjuslal::le volume such that the signal can be heard all
about the premises, shall be installed in this office and be available to the
Inspector, Architect and the subcontractors at all times until final comp1etio',
of the work. Cost of telephone will be paid for by the Contractor for local
calls only. Long distance calls shall be paid for by the Owner. Inspector's
office shall be provided with a door and padlock and a window with minimum
size of 3' x 4'. Provide and maintain an electric heater and adequate elec-
tric lighting for this office.
Contractor's office shall also be provided with a telephone, and the cost of
all calls shall be borne by the Contractor.
3-04 TOILET FACILITIES: The Contractor shall prOVide and maintain for the duration
of the work, temporary toilet facilities for all workmen, minimum facilities
to consist of at least one chemical type portable toilet or a temporary
toilet shelter containing plumbing fixtures attached to s(~er line to comply
with Health Department regulations. No pit type facility will be allowed.
The use of existing toilet facilities on the site, by workmen, is specifically
prohibited.
3-05 EXECUTORS OF THE VARIOUS PARTS OF THE I-lORK: It shall be the responsibility of
the Contractor to delegate any portions of the work which he does not choose
''- to perform himself, which are required by law, code or union agreement to be
performed by subcontractors in specific specialties or which are normally
performed by subcontractors in specific specialties, to subcontractors for
those specialties. The Contractor shall make certain each party involved
understands what work he is to perform so that disputes over responsibility
for the work do not arise.
3-06 CONFLICTS: In case of conflicts in the drawings, in the specifications, and
between the drawings and the specifications, not otherwise resolved, the bette:
grade of material, equipment, installation, and application shall be considerec
the intent. In cases of conflict in dimensions of equipment and material
between the drawings and specifications, the more costly size shall be con-
sidered the intent for establishing the Contract Price.
3-07 PROTECTION OF EXISTING BUILDINGS, IMPROVEMENTS, AND EQUIPMENT: All existing
buildings, improvements and equipment shall be protected by the Contractor
from damage and from dust, debris, and exposure to weather resulting from the
work.
The work area shall be securely fenced off from the existing buildings and
traffic ways as directed by the Owner.
SPECIAL CONDITIONS
Section 3 Page 2
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,j-!~';'~
3-08 CONNECTING NEH\~ORK TO AND MATCHING EXISTING HORK: All new work shall be
connected to existing work according to the Contract Documents and as necessal
to the satisfaction of the Architect. New \~ork shall match the existing work
un~ess shown other~~sc on the drawings and specifications, as logically
appropriate and according to the Architect's directions.
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3-09 OHNER'S USE OF THE PROPERTY: The Owner reserves the right to occupy or use
any part or parts, or the entirety of the buildings and/or grounds when the
Architect deems the same to be safe for use or occupancy. The exercising cr
this right shall in no way affect the dates and times when payments shall
become due from the Owner to the Contractor, nor shall it in any way prejud!c~
the Owner's rights in the Contract or any bonds guaranteeing the same; the
Contract to be deemed completed only when all the work contracted for shall be
duly end properly performed and accepted by the Owner.
In exercising the above right to occupy or use incomplete facilities prior to
the completion thereof, the Owner shall not make any use which will increase
the cost to the Contractor nor materially delay him in the execution of his
contract without extending such time of completion.
The Contractor shall not be responsible, beyon~ exercising reasonable precau~
tion, for any damage to or theft of any equlpment or facility not included in
this contract placed upon the premises of this project by the Owner.
3-10 SUBSTITUTION OF MAXERIALS AND METHODS: Brand or trade names and references to
products of specific manufacturers appearing throughout these specifications
are used to establish the standard of quality, utility, appearance, and method
required for a given item. Other materials, equipment and methods may be usee
provided approval is first obtained in writing from the Architect.
.;ji-i~::tl~"
.'-'
Substitutions will be considered only when request by the General Contractor
in ~1ting, accompanied by complete data, including samples, in triplic~tc,
describing in detail the item offered for substitution.. The requirement of
submitting samples shall only be waived by the Architect when it is deemed
unnecessary by the Architect. Such substitution will be accepted only when,
in the judgement of the Architect, it is equal in every respect to the item
specified:'
The installation of an approved subst~t~ted item shall constitute acceptance
by the General Contractor of all responsibility for any changes in space re-
quirements, construction details or methods, connections and alterations in
related work made necessary by such substitution.
3-11 LINES M~D LEVELS: The Contractor shall employ a fully qualified person, sub-
ject to the approval of the Architect, to establish all paving and walk lo-
cations and elevations, reset property corner monuments or stakes as required,
reset bench marks, if any, located all on-site improvements, set control
stakes for gToding and layout.
3-12
CLEAN-UP: It is required that the entire site be kept in a neat and orderly
condition and the Architect, through the Inspector, may at any time during
the construction, order a general clean-up of the premises as conditions may
warrant. The disposal of waste, trash and debris shall be in a safe, accept-
..........
SPECIJ\.L CONDITIONS
Section 3 Page 3
able manner, in accordance with applicable laws and ordinances and as pre-
scribed by authorities having jurisdiction. Bury no such waste material and
debris on the site except with prior written approval of the Architect.
Prior to ~i~a1 inspection by the Architect and after all construction work is
~ essentially complete, thoroughly clean the buildings, utilizing professional
building cleaners. Items to be cleaned include, but are not limited to, all
glass, plastic, doors, opening frames, tile, louvers, grilles, trim, floor
covering, light fixtures and plates, plumbing fixtures and trim, lockers and
cabinets inside and outside, counter tops and splashbacks, and all finish
surfaces throughout the construction. Vacuum-clean the buildings and remove
all spots, sme~rs, dust, debris, hand prints and defacements of every sort,
inclucing those of vandals. Follow the recommendations of the manufacturers
of the materials and items cleaned, and the standards of the C"'i:.', CO for
all cleaning, polishing and treatment such as waxing. 11ash and wax floors
under the supervision of the O~ne~ maintenance staff.
3-13 CONT&\CT DOCm'llniTS: All other Contract Documents are complementary and
applicable to each other, and specifically the requirements of the General
Conditions and Special Conditions shall govern all parts of the Specifica~~ons
~~
~
SPECIAL CONDITIONS
Section 3 Page 4
",....,
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ALTERNATE BIDS
SECTION 4
SECTION 4 .. ALTERNATE BIDS
--.--:.~-- ~,...-
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l~~21
GENERAL~ The following stated Alternates are changes to the scope of the ~ork
included under the Base Bid, which the Owner may, at his sole discretion,
accept or reject as part of this contract. The proposed change in the con-
tract amount (Base Bid) shall be' sho'Wtl. as an additive or deductive amount in
the appropriate place on the Form of Proposal.
4....02 SCHEDULE OF ALTERNATES:
-------' ~~~
ALTERNi~E BID #1: Work included under Alternate NOe 1 shall consist of the
followinge
All material, labor, and services costs required to install the reflective
roof coating on top of all roofed areas) as specified in Roofing & Waterproof~
ing, Section 13, para~ 13.07.
ALTERNATE BID In: Work included under Alt.errulte No", 2 shall consist of the
-
following:
The addition of all grading, architectural, structural, and mechanical work
involved in the construction of the Paving, Rock Ba3e, and Sidewalk planter
shown to the west of the new Jail and Police Facility Building including
parking lighting, hose bibs, and storm drainage, excluding only those i~ems
shown as "future". lJnde= the terms of the Base Bid cap and stub lines as
directed on Sh~at A.l.
",...."
'-"
AtIERNATE BID #3: Work included under Alternate No. 3 shall consist of the
following:
The addition of all grading, architectural, structural, and mechanical work
involved in the construction of the Paving, Rock Base, and Planters shown to
the east of the new Jail and Folice Facility Building including parking
lighting, hose bibs, sto:r.m drainage, and mechanical pipin!r'*.cm~the under-
ground gasoline storage tank to the location of the futur.e gasoline pump
shOwn in the Motor Cycle Port on ShS2t An2. Under the terms of the Base Bid
cap and stub lines as directed on Sheet A-l.
~TERNATE BID #4: Work included under i.lternate Bid No.. 4 shall consist of
the following:
All materiol~ labor, and services
underground storage gasoline tank
and piping to the location of the
Cycle Storage Port on Sheet A-2.
shall be di3regarded.
costs required to supply and install the
sho'Wtl. on Sheet P-2, complete with anchorage
future gasoline pump shown in the Motor
Under the terms of the Base Bid th~s work
ALTERNATE BIDS
Section 4 Page 1
.........
SITE CLEARING & EARTHWORK
SECTION 5
SECTION 5 - SITZ CLEARmG & EARTHWORK
"~'"
5-01 SCO~: All earthwork including but not necessarily limited to clearing,
stripping, rough grading, cutting, filling, including any imported material
required and compacted fill, excavating, rock fill, backfilling and finish
grading.
5-02 REFERENCES:
a. Standard Specffications of the State of California, ~epartment of Public
\vorks, Division of TUghways, latest edition.
b. Ibterials Nanua1, State of California, Department of Public Works, Division
of Highways, latest revision.
5-03 W.TERULS:
a. rinish Grading Material: Clean top soil free from vegetable M~tter, rubbish
large clods, debris, rocks, and other deleterious material.S~."ck-piled on
the site during stripping operations.
b. Fill Material: Soil or soil-rock mixture, free from organic matter and other
deleterious material, containing no rocks or lumps over 611 in greatest dir:lo,
ens ion and not more than 15 percent of which are larger than 2-1/211, subject
to the approval of the Engineer.
'----
c. Rock Fill Under Concrete Slabs: Borken stone, crushed or uncrushed gravel,
clean quarry was~e or a combination thereof, free of adobe, vegetable matter,
loam, volcanic tuff and other deleterious materials, and of such quality that
the absorption of water in a saturated surface-dry condition does not exceed
3 percent of the oven-dry weight of the sample. The percentage composition
by dry weight, as determined by laboratory sieves (US Series) shall conform
to the following grading:
Sieve Size
1"
3/4"
No. 4
Percentage Passing Sieve
100
90-100
0-10
5-04 CLEARn~G: Clear and remove from the building site, limbs, brush, stumps,
concret~, asphalt paving, roots, weeds, rocks, rubbish and debris in a
manner approved by the Architect and Owner.
5-05 STRIPPING: Strip areas to be filled 6" minimum and as necessary to remove
native material containing deleterious organic material and to such depth
as the Engineer in the field considers advisable to remove material, includ-
ing soft zones which, in his opinion, is unsatisfactory. Stock-pile suitable
topsoil material for redistribution .
SITE CLEARING & EARTHwORK
Section 5 Page 1
~~
5-06 ROUGH GRADING: Bring all areas to the elevations sho~ on the drawings less
the depth of finishing materials. whether or not include4 in this section
of the work. Any imported materials that may be necessary to achieve these
elevations shall meet the specifications above and be subject to the approvA~
of the Engineer. Surface of rough grading shall be neat and regular with no
~ ruts. depressions or soft spots. Rough grading is subject to the inspection
and approval of the Enginaer and Architect.
5-07 COMPACTED FILL:
ao Building Area: Remove and recompact to the requirements for compacted fill
the native soils 12t\ mini~um below depth of stripping. Place native material
or imported material in 6" maximum lifts as necessary to achieve p'Coper ele-
vations. Before beginning compaction bring each lift to a water content
that will permit proper compaction by either aerating the materialp if it is
too wet. or spraying the material with water if it is too dry. ~h~ough1y
mix each lift before compaction to insure a uniform distribution of water
content. Compact as specified be1o\.; to the satis:Z2ct:lon ,.f TeSf:f.ngLeborct.or:,
b. Other Fill Areas: Scarify 6:1 minimum below the depth of stripping and recom-
pact to the requirements for compacted fill. Place compacted fill as speci-
fied above for Foundation Areas as necessary to achieve elevations required.
5-08 COMPACTla~: Compact with sheepsfoot rollers or other means all subject to
approval of the Engineer. Roll each layer over its entire area while mater-
ial is within required moisture content range. Compact small isolated areas
with hand mechanical tamper only where use of rollers is not practicable,
;)~lf":~
5_00 INSPECTION & TESTS: Fill work is subject to the inspection and approval of
the Engineer. Notify the Engineer 40 hours minimum prior to each fill and
compaction operation. The Engineer shall make a sufficient number of field
observations and tests. if necessary. to establish the adequacy of the site
preparation, the acceptability of the fill material and the extent to which
the degree of compaction of the fill, as placed, meets the spec.lfication re-
quirements. Any compaction tests shall be according to Test ~~thod No. 216 E,
8S described in the Materials Manual. Remove and/or recompact until the re-
quirements are satisfied any fill that does not meet the specification re-
quirements.
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5-10 FOOTING EXCAVATION: After acceptance of rough grading and filled areas. ',' .."'
excavate to depths shown on the drawings and to the neat dimensions of ~tle"'"
footing wherever practicable to permit pouring of footing concrete without
the use of side forms. Where forming is required. excavate only sufficiently
to permit placing and removing forms.. Unnecessary excavation not permitted.
Back-fill excess excavation under footings with concrete, of the same class
as for the footings, cost of which placed concrete is part of the work of
this section. Keep excavations free of water at all times until all concrete
work and backfilling is completed. Shore and brace excavations where neCeSS8r)
tq prevent cave-ins and/or in accordance with all applicable safety laws.
5-11 ROCK FILL BELO~v CONCRETE SLABS: Cover compacted fill or recompacted native
material wi,th 4tl minimum of free-draining rock fill, and compact by rolling.
Note that a waterproof membrane and 21: of sand are to be placed over the rock
fill at building floor slabs; membrane and sand are omitted at exterior con-
crete slabs.
SITE CLEARING & EARTH:JORIC
'.~ Section 5 Page 2
"........
5-12 BACKFILL: Backfilling is under the control of the Engineer who will make all
inspections and tests he deems necessary to insure compliance with the speci-
fications. Do not backfill until areas ~eve been inspected and approved.
Backfill material, in general material from footing and foundation
excavation, is subject to the approval of the Engineer. Place material as
specified under compacted fill. ~Jhere it is impractical to use rollers in
close proximity to walls, columns and other improvements, compact by mech-
anical tamping. Brace and/or shore footings and walls against which backfill
is to be placed, to prevent displacement and damage while backfill is being
placed. Do not remove bracing and/or shoring until permanent supports are in
place and have attained their strength.
5-13 FINISH GRADING: Redistribute stock-piled top soil material free of lumps and
rocks larger than Iff maximum dimension and other deleterious material in
planting areas and about the site where not otherwise finished to a minimum
6" depth and to. finish grade elevations. After the work above is completed
and the Engineer has finished his observations of the work, no further exca-
vation or filling shall be done except with the approval of and under the ob-
servation of the Engineer.
5-14 PROTECTION: Protect open excavations, trenches, and the like, with fences,
covers and railings as required to maintain safe pedestrian and vehicular
traffic passage. Prevent erosion of freshly graded areas during construction
and until such time as permanent drainage and erosion-control measures have
been installed. Keep dust to a minimum by sprinkling with water as necessary.
5-15 CONDITION OF SITE: Before submission of bids, visit the site and be familiar
with the soil conditions at the site.
,~ 5-16 ELEVATIa~S: Employ a competent instrument operator satisfactory to the Archi~
tect to establish grades, elevations, stakes and layout beyond that included
in other parts of this specification and to be on the job during the work of
this Section.
5-17 CLEI~-UP: Remove from the site all debris resulting from the work of this
section and surplus material as directed by the Architect.
5-17 PROTECTION OF EXISTING TREES: All grading shall be done with extreme care not
to disturb or damage existing trees and planting not specificalJ~ designated
for removal.
5-18 CYCLONE FENCING: Remove fencing as shown upon the drawings in such manner that
it may be salvaged, and store as directed by the Owner.
~~;-~~ .~:..~ ;'f~~::;?, ',_ ! ~
SITE CLEARING & EARTH~.JORK
Section 5 Page 3
_.
PAVL~G
Section 6
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SECTION 6 - PAVn~G
6-01 SCOPE: This S~~tion covers Paving. complete.
6-02 STj~DARDS: The folLowing standards shall govern all parts of the work unless
modified herein, and all references to standard specifications shall meen the
latest edi tion
a. State of California, Dept. of Public Works, Division of Highways. Standa~d
Specifications, January 1960.
i~03 HORK EXCLUDED: Conerete walks cpeetfled under Concrete & Reinforcing Steel.
6-04 MATERIAlS:
a. Sub-Grade: Class '~8", Sect. 21, Ch. 21:3.
b. SC-l Prime Oil: Sects 38 & 83.
c. Plant Hix Paving: Type "B", Sect. 3~.
6-05 INSTALLATION
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~
~
e.... The sub-grade preparation will be Class "B" ae specified in Section 21, Chaptel
21:3, of the standard specHications. Untreated crusher l'Un Wle rock shall bf
furnished and placed in accordance with the requirements of Section 26, standa:
specifications. SC-l Prime Oil shall be furnished and placed in accordance wi!
the requirements of Sections )~ and ~3 of the standard specifications at the ra~
of .25 gallons per square yard. Plant Mix paving shall be Type "B" and shall
be furnished and placed in accordance with the requirements of Section 3Q of
the standard specifications. Surface will be placed by the use of a Barber-
Greene, or approved equal, spreading machine.
b. Upon completion the entire parking area and driveways shall slope to drain as
indicated on the drawings and shall be free of depressions that would allow
water to stand in puddles.
c. All paving areas to be stven 8 aeal eoat in accordance with the reference
specifieaUons.
NOT.E: All of this work Is within the province of Alternate Bid #2, and Alternate
Bid il3.
PAVING
Section 6 Page 1
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CONCRETE & REINFORCING STEEL
SECTION i
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SECTION 7 ~. CONCRETE & RE:J!F~~5LP:fl~,~~
~,.J'. SCOPE~
...----..-
This Section covers concrete and reinforcing steel, complete.
7 ~<21-f ONTRACTOR 's RESPON2...~I.!-lTI:
ao Minimum Cement Content: As specified below for the various classes
of concrete, is the cement content which, when combined with local
aggregates, SHOULD produce the minimum strengths specified. The addi-
tion of an admixture, as specified for any class of concrete, is for
the purpose of increasing workability and not for the purpose of re-
ducing the cement content. If,the aggregates the Contracto~ proposes
to use, when combined with the minimum cement content specified, will
~ produce the minimum strenghts specified, then th~ Contractor, at
his own expense, shall increase the cement content until the minimum
strengths are met. Cement content is the number of 94 lbs. sacks of
cement per cubic yard of concrete.
b~ The Contractor may base his bid on the minimum cement content
specified, or from his own experience, base his bid on a higher
cement content than specified.
Co Adjusted cement content: After award of contract, the Con-
tractor may propose to use a concrete mix(es) based on a cement con-
tent less than the minimum specified. This may be based on the Con-
tr actor's experience with the aggregates, similar mixes, or the use
of certain admixtures. If so, the mix(es) design, together with the
amount of credit due the Owner, shall be submitted to the Architect
for approval.
d~ Engineering Laboratory; The Owner will employ an engineering
laboratory for the design of the concrete mixes. Requirements re-
lating to the engineering laboratory and minimum testing and in-
spe ction to be performed is hereinafter specified..
7-03 GENERAL REQ~tRm4ENTS:
a. Cement Certificate: The Contractor shall secure from the
cement company from which the cement is purchased, a certificate
stating that the cement delivered to the mixing site to be used on
the work, complies with the specifications for the type of cement
used. Two copies of the certificates of compliance shall be de-
livered to the engineering laboratory and two copies to the Archi-
tect. The final approval for use will be based upon the cement
tests conducted by the engineering laboratory.
""'"
b. Defective Work: Shall mean con~rete not of specified strength;
out of line, level or plumb; showing cracks, rock pockets, excessive
Sp.c'i::'.cn .,
Page 1
air pockets, voids, spalls, exposed reinforcing; and other such de-
fects. All defective work shall be carefully repaired by chipping
or grinding off, cutting out and patching as requiered by the nature
of the defect, or, if so directed by the Architect, shall be removed
and properly replaced at the Contractor's expense.
Co Exposed Concrete Appearance: Shall be reasonable smooth and uni-
form with fins and protusions rubbed off smoothly and surface voids
filled.
do Patching: Immediately after removal of forms, the form ties
shall be cut off at least 3/411 from the surface and be inspected
and any pour joints, voids or stone pockets of a minor nature shall
at once be repaired by cutting out back to a full solid surface and
in such a manner as to form a key for a cement mortar fill. The
mortar shall be composed of 1 part cement and 2 parts concrete sand
of a dry consistencyo After thoroughly wetting the concrete surfiace
the mortar shall be thoroughly compacted into place and finished
neatly on the exposed surface. Defective work of a major nature shall
be repaired as above.
e. Cleaning: On completion of patching and removal of fins and
blemishes all concrete surfaces which are to be left exposed, painted,
plastered or have other materials bonded to them shall be thoroughly
cleaned off with wire brushes and clean water, so as to remove all
dir t, loose particles or other foreign materials that will be
detrimental to bonding.
t ,...\)!~ TYPES OF CONCHETE hND USAGE:
aD Concrete shall be composed of Portland cement, coarse aggregate,
fine aggregate and water, all proportioned and mixed as specified,
and shall attain the 28 day strength indicated below. Should the
quantities of ingredients designed to produce a cubic yard of con-
concrete result in a yield greater than one yard, the proportions of
fine and coarse aggregates shall be changed as necessary to maintain
cc .l.stant the quantity of Portland Cement in each yard.
(1) Class "An Concrete: Not less than 6.2 sacks of Portland
Cement, 3/4" maximum size aggregate, minimum 28-day strength - 3000
psi., maximum slump 4-1/2" - 5-1/2", total water, including moisture
in aggregate - 6.0 u.s. gallonst~ack of cement
(2) Class "Bl1 Concrete: Not less than 5.0 sacks of Portland
Cement, 1-1/2" maximum size aggregate, minimum 28-day strength -
2000 psi., Maximum slump 4-1/211 - 5-1/211 except that slabs on
ground the slump shall be 2-1/2" - 3-1/2", total water, including
mosture in aggregate - 7.5 U.S. gallons/sack of cement.
Section 7
Page 2
",~
.......
(3) Class "CII Concrete: Not less than 5.3 sacl<:s of Portland
cement per cubic yard, 3/4"' maximum size aggregate, minimum 2a-day
strength - 2000 psi., maximum slump 4_1/2" - 5-1/2" except for
slabs on ground the slump shall be 2_1/2~7 - 3-1/2", total water,
including moisture in aggregates - 7.5 gallons/ sack of cement.
Usage: Class flAt1 Concrete: concrete columns, beams, suspended
slabs, ti!~-up walls.
Usage: Class fiB" Concrete: Footings, foundation beams, all
interior slabs on ground, and exterior curbs and sidewalks.
Usage: Class "C" concrete:
mechf.ln~~al ~f1ds ap.o mi!3nel11'.l~,eo:~s
At the Contrac-
for all interior slabs
- 3-1/2"~
items..
.,. .. ........
.
tor's option Class "C" concrete may be used
on ground provided the slump is from 2-1/211
Admixtures: Class "A'l Concrete: 2 fluid ounces offlPlastimentf1
per sack of cement.
Admixtures: Class"B" and Class "Ct! - None, except for exterior
platform, ramps, sidewalks and curbs, Darex shall be added at a rate
that will entrain air of 3% to 6%. The amount of entrained air shall
be verified by the engineering laboratory.
7 -05 NATERIALS:
a. All materials shall meet the following requirements and conform
to the various standard specifications indicated.
b~ All cement used in the concrete for exposed surfaces of the
structure shall be of the same brand. The cement shall be suitably
protected from exposure to moisture until used. Sacked cement shall
be so piled as to permit access for tally, inspection, and identifi-
cation of each shipment. Damaged cement shall be permanently removed
from the premises.
c. Portland Cement: ISTr-1 Cl50-56, Low-Alkali, to contain not more
than 0.60% by weight of alkalis caculated as Na20 plus .658 K20
when determined by flame photometry using the direct intensity method
in accordance with ASTM Cll4-58.
do High Early Strength Portland Cement: ASTM CI50-56, Type III.
e. Water: To be f=ee frcm earth, dirt, sweage, oil, acid, akali,
organic matter or other impurities liable to be injurious to concrete.
f. Aggregates: to meet the requirements of ASTM C-33-55-T and
UBC requirements for Class "B" concrete. Samples to be submitted
to engineering laboratory for approval.
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Section 7
Page 3
"',,-,
7-06 PLACING CONCaETE MIX
a. Shall be done immediately after mixing. Concrete will be re-
jected if not placed in final position within 45 minutes after water
is first added to the batch.. Hixed material shall not be placed
after it has begun to set; retempering will not be allowed. and
concrete shall not be subjected to free unconfined falls in excess
of 3 feet or falls that will cause the materials to separate. No
concrete shall be placed until all reinforcing has been securely
fastened in place. inspected and approved. Membranes and forms
shall also be subject to approval, and all miscellaneous items
required to be embedded in the work shall be accurately set.
In ganeral. pour columns up to the bottom of beams and allow to
stand for at least 2 hours before pouring the floor construction.
Any excess mortar or laitance on top of concrete surfaces must be
removed before pouring additional concrete.
b~ Any interruptions in placing materials in the forms in excess
of 45 minutes will be cause for shutting down that portion of the
work for that day and in the event of such interruption, the Con-
tractor shall provide construction joints where and as directed by
the Architect, cutting back concrete, cleaning forms and reinfor-
cing steel as required.
/&:~
c. Placement of concrete during periods of hot or cold weather
shall be in conformance with ACI Standards or recommendations.
'-'
d. It is essential that the number of construction joints be kept
to a minimum. Vertical construction joints in walls shall have
key indentations and shall be staggered. Horizontal joints shall
have a continuous wood screed at the outer face of joint to form a
true line. Screeds shall be removed and the reglet thoroughly
cle aned out before placing the next portion of wall. All con-
struction joints shall be tamped and floated to a solid level
surface while still ,plastic, then cleaned and roughened by re-
moving the entire surface and exposing aggregate by means of sand
blasting, using coarse silica sand.
e. Forms and reinforcing shall be cleaned of drippings and
debris by means of compressed air. Extreme care shall be taken
to vibrate and compact the first lift to assure a tight bond with
the cold joint.
f. All work shall be thoroughly compacted by means of mechanical
vibrators directly in the concrete mix for a period of approximately
10 to 30 seconds. Fresh concrete must be compacted within 15 min-
utes after placement. Vibrators shall not be placed against the
reinforcement. and shall be of the flexible electronic type. One
spare vibrator shall be kept on the job at all times.
~
Section 7
Page 4
7-06 CURING:
Keep all concrete continuously and thoroughly wet for not less
than 10 days after being poured. Forms shall be continuously kept
wet up to the time for stripping.
CONCRETE SlAB FINISHES:
General: the Finish Schedule on the drawines spefifies two
types of exposed floors:~Concrete' are surfaces that are monolith-
ically finished wi th the structural slab. 'F'lnhhed COP..e!~tate~aX'e sur::Dces
that are monolithically finished with a co lo:t"ed concrete hord.ener
dusted on top of the structural slab. See para.., 7-11 for color~ etc.
Monolithic Fdnish: All interior and exterior exposed concrete
floors , stairs and platforms, sidewalks, ramps, and floors to re-
ceive a separate floor finish, such as resilient floor covering,
shall be monolithica1ly finished by floating and finishing the
concrete or cement slabs at the time they are placed, witlwut the
addition of further materials. The slabs shall be placed full
thickness to the finished elevations and leveled to screeds, com-
pacted with vibrators, then tamped with a wire mesh or grid tamper
so that the coarse aggregates are forced slightly below the surface.
After the slab has taken its initial set it shall be floated and
then steel-troweled to a dense, hard surface.
."-'
~epres8ed slabs shall be screeded only, then scoured or broomed,
leaving the surface rough and the aggregate exposed to develop good
bond with the fill. Depressed slabs shall be cured as specified.
, All . u!lcclor:e.c;1. exposed concrete floors and exterior loading
platforms, stairs and ramps, when completely c.ured, shall be given
two applicaticns of~awchemical floor hardener, a factory mixed
solution of approximately 80% Magnesium Fluosilicate and 20% Zinc
Fluosilicate with a penetrating agent and water. Apply in accord-
ance with manufacturer's directions at a rate of not less than one
gallon per 100 square ft. of surface until no more solution will be
absorbed. Remove encrusted salts by mopping with water after last
application has dried.
Abrasive Type Non-Slip Finish shall be provided at stair treads
and landings, ramps, etc., with abrasive aggregate of 12/30 or
14/36 screen size aluminum oxide particles, sprinkled evenly on the
freshly troweled at a rate of 1/4 lb. per square foot minimum.
Aggregate shall be tamped but not buried into the surface and then
finish troweled.
~Pll~
Expansion Joints for sidewalks and curbs and interior floor
slabs on ground shall be Carey f1Elastite" asphalt expansion joint
fillers as manufactured by the Phillip Carey Mfg. Co., Cincinnati,
Ohio, Joints for sidewalks shall be 1/2" thick installed on 20"
.......
Section 7
Page 5
'-
.~
7-08
intervals unless otherwise indicated on plans and carried through
adjoining concrete curbs. Joints for interior floor slabs on
ground shall be 1/211 thick at exterior '~al1s and 1/4" thick at
interior joints, located as shown on the drawings, with the exposed
edge 1/2~ from the surface of the concrete. At the exterior joints
fill the depression with standard "Careylastic'l sealing mixture and
at the interior fill depression with resilient floor adhesive.
g.
All concrete slab finished shall receive paper cure when
the surface is to receive resilient floor covering, adhesive
set tile, chemical hardener, etc. that requires a perfect bond
of covering to concrete.
h.
Finish Floor Separ.8tion Strips shall be placed in concrete
wherever resilient flooring materials adjoin flush with concrete
or cement floors, and strips shall be of two types:
(1) C~~~rn~~.T:le,3~Qo~ adjoins colored Cement Finish:
American Terrazzo S~rip Co. Type K, recessed extruded
strips, white zinc alloy, 3/4': wide, l/fY' recess.
(2) Coio~ed Cement Finish adjoins Concrete Finish: American
Terrazzo Strip Co., Type P, 14 ga. 1-1/4" deep, white zinc
alloy.
FORt-iS FOR CONCRETE:
a.
Proper provision shall be made for all openings, offsets,
anchorages, blocking, etc. and all formwork required to provide
accomodation for mechanical and electrical worl~ shall be provided
by this Contractor. Hateria1s used for forming key\~ays, reglets,
and the like shall be non-expanding and non-staining as approved.
,~
~
bo
Bracing, supporting members and centering shall be sized
sufficiently to safely carry, without deflection all the loads to
which it will be subjected.
c.
The Architect shall be the sole judge on matters of re-using
formwork, and it shall be permitted if it is possible without
detrimental effect upon the work.
do
Unless otherwise indicated, forms shall be coated with a
non-grain-raising and non-staining type of form coating that will
not leave residue on the concrete or adversely affect proper bond-
ing of subsequent paint applications.
Section 7
Page 6
---
e. Temporary openings shall be provided in wall and column forms
and elsewhere as required to facilitate cleaning and inspection.
All forms and surfaces to receive concrete mix shall be cleaned
thoroughly before placement of concrete.
f. Removal of forms shall be carried in such a manner as to
insure the safety of the structure. Supporting forms shall not be
disturbed until the concrete has gained sufficient strength to
permit their removal, and the Architect shall approve all removal
schedules, but in no event will the forms for columns be stripped
before the concrete is 14 days old and the forms for beams and
roof slabs shall not be st~ipped fer 28 days.
go All holes and surface defects resulting from the formwork
shall be repaired with drypack or an approved equal, to the sat-
isfaction of the architect.
7-0Q REINFORCING STEEL:
a. Naterials:
(1) Reinforcing Bars: ASTU A-IS-SaT and A30S-S6T Intermedi-
ate Grade, unless otherwise indicated on the drawings.
;:~~
(2)
lJelded Hire Fabric: ASTN A18S-SaT, all intersections
electrically welded, mesh and gauges as indicated..
'-
b. General Requirements:
1. Shop Drawings: Submit 2 sets of shop drawings to the Architect,
for approval. One set will be returned to the Contractor with any
corre ctions required. Additional sets will be furnished as re-
quired. Identify such shop drawings with reference to sheet and
detail numbers from the Drawings.
20 Test Samples: Test Samples of reinforcing steel shall be
furnished by the Contractor, and sampled by the engineering lab-
oratory, for approval.
3. Fabrication may be started at the Contractor's responsibility
before the steel has been sampled. Ders with kinks or bends other
than those shown on the drawings will not be permitted.
40 Bars shall be thoroughly cleaned of all rust, mill scale, etc,
and following any substantial delay in the work previously placed
reinforcing shall be inspected and cleaned as required.
,.-.
'-'
5. All reinforcing bars anchorage chairs and spacing devices
shall be of metal, unless otherwise indicated. Chairs shall be
galvanized or adequately protected metal where underside of con-
Section 7
Page 7
'''"-'
crete will be exposed.
7_l~lNSPECTION AND TESTING:
Be The Owner shall employ an engineering laboratory to perform
the inspection and testing of materials required. The cost of
replacing rejected materials shall be borne by the Contractor.
be The Final interpretation of all test results and the final
acceptance of all materials shall rest with the Architect.
c. Minimum Concrete Strength: Shall be deemed established if
the average of any five successive 28-day cylinder test does not
fall below the minimum strength specified, and anyone cylinder
test does not fall below 80 % of the minimum strength specified..
d. In the event that any single cylinder test, or group of
cylinders tests does not meet these requ irements then the Con-
tractor shall bear the eJ{pense of making any tests required by the
Architect to establish the strength of the concrete in place.
e. The Contractor shall allow free access to all points where
concrete materials and other materials are stored, proportioned,
or mixed and shall furnish the engineering laboratory with such
samples as may be required.
---
f. The Architect shall be notified at leat 48 hours in advance
of any and all concrete pouring operations.
7-11
CONCRETE COLOR:
a.
All areas designated on the Finish Schedule t~ receive floors of 'Finished
concrete' shall be treated with Conrad Sovig Co. "Futsure Ko10rblen",
Terra Cotta color, at a rate of 60 lbs. per 100 square feet of floor
area. Apply in full conformance with the manufacturer's recommendations
and prepare a 2'0" x 2cO" sample for the Architect's approval prior to
commencing work. Seal the finish with 2 coats Conrad Sovig Co.
'Epicon' in color to match slab finish.
b.
At the conc1ussion of the application manufacturer's representative
shall certify that the application meets manufacturer's recommendations.
!fiIII"
'-
Section 7
Page 8
,"'~l"
~--
~
',-"
/r-r;~
',-,
GUNITE
SECTION 8
SECTION 8 ~ GUNITE
8-01 SCOPE:
1. Placing all gunite walls in security areas.
2~ Floating gunite surfaces against for-ros where surface is ex-
posed.
3. Vertical shrinkage joints at maximum spacing of 16 '_0'1.
4. Coating of vertical shrinkage joints and joints in contact
with structural members with non-bonding material.
5. Float finishing of exposed gunite surfaces.
8..()2 1.J'ORK EXCLUDED:
1. Forms - Specified in Concrete Section.
2. Reinforcing Steel - Specified in Concrete Section.
3. Installation of metal anchors, jambs, and trim - Specified
in Jail Equipment Section.
8-03 HATE RIALS :
1.. Portland Cement: ASTH C 150-56, Type I with an initial set
of not less than 2 hours. Use only one brand on the project. Temp-
erature of cement not to exceed 150F.
2. Sand: Conform to ASTH C 33-56T and grElde as follows:
3/31: Sieve To Pass 100% of ,.;reight
No. 4 " II tI 96 1QO% " -,
No. 8 II rl 67 96 % " :1
H'o~ 16 u 11 " 51 - 73 % " ~1
No. 30 I: II " 27 47 % n "
no. 50 I: " II 9 20 % H VI
No. 100 fi .. .. 6% maximum fl I:
Sand to be free from organic matter, with not more 'han 5% by
weight of deleterious substances, fineness module of between 2.90
and 304 and contain between 3% and 6% moisture by weight.
3.
~~ater - Free from impurities injurious to concrete.
4..
Bond breaking compound - Thompson l~ater Seal.
Section 8
Page 1
~~
8-04 TESTS: (~ee Special Conditions)
1.. Furnish samples of materials required for analysis and
tests, in the necessary amounts to the Testing Laboratory at least
35 days prior to scheduled use on project. Additional tests re-
quired because of changes in the ce~ent or source of aggregate will
be made at the Contractor's expense and deducted from the contract
amount.
2~ Furnish standard test moulds of 3/4" square inch hardware
cloth and gunite for tests without charge to Testing Laboratory.
3. Make three test cylinders of gunite for each day's work
or more if requested by the Testing Laboratory.
4. In the event the compressive strength of the cylinders
test below the specified minimum for the gunite, the Architect may
require at least two test cores to be taken from selected locations.
The gunite shall be not less than 28 days old and cores shall be
obtained and tested in accordance with ASTM C 42-55. If core
specimens test below required strength, remove the gunite in
question and replace at Contractor's expense. The cost of coring
will be deducted from the contract amount.
8-05 Q~.LITY OF WORK:
--
Conform to the specifications and recommended practice of the
Gunite Contractors' Association, Specification A and B as published
in Brochure 9-55-57 and latest revisions thereto and their speci-
fications.
8-06
QUALITY OF GUNITE: Hinimum compressive strength of 2500 pounds
per square inch at 28 days.
8-07 PROPORTIONS: (Mix by volume)
ae One part cement to 5 parts sand.. The use of clean rebound
material will be allowed as aggregate only but not to exceed 20%
by volume. Mix cement and sand thoroughly before placing in
cement gun.
8-08 OPERATING REQUIREMENTS:
Operate cement gun at 2 minimum air pressure of 45 pounds per
square inch when 100 feet or less of hose is used and increase
pressure 5 pounds per square inch for each additional 50~-Ofl of
hose required. Maintain water pressure at least 15 pounds per
square inch more than air pressure at the gun.
r~~
Section 8
Page 2
''-"
-
8-0Q GROillm \.JIRES:
Install ground wires as screeds whereever required to estab-
lish true lines and surface planes. Columns require one ground
wi~e at open corner.. Provide a method of maintaining wires tight at
all times.. Do not remove wires until application of the finish coat.
8-10 PlACING:
1. Hold the nozzle at right angles to the surface to be gun-
ited and at a distance of 2'-6" to 3'-0" except when enclosing re-
inforcing steel.
2. '~en enclosing reinforcing steel, hold the nozzle to direct
the material behind the bars. Shoot each side of each bar separately.
Remove deposits of loose sand or rebound from surfaces before gun-
iting. When reinforcing steel is being enclose, a second nozz1eman
e quipped with an air jet, must precede the nozzle operator to blow
out all sand and rebound lodged behind bars.
3. Do not shoot horizontal members from the top unless
methods satisfactory to the Architect are employed to eliminate
rebound.
40 Cut out and replace sags, rebound pockets, sloughing or
other defects that occur in the work. Do not drag or tear the
surface when a trowel, straightedge or other implement is used to
remove excessive materal.
5. One hour after gunite application, wire brush the surface
to remove laitance, in preparation to receive the next application.
Afte r 24 hours remove the film by sand-blasting.
6. Form construction and shrinkage joints with wood strip
secured in place~ Before placing adjacent panels, remove strip and
coat edge of previously placed gunite with bond-breaking compound..
Construction and shrinkage joints shall be square butt joints.
7.. Place gunite solidly behind metal jambs of doors that are
in place. Rod final layer to a true plane with a steel-edged
screed and leave surface in a suitable condition to receive applied
finish where scheduled.
G. All other areas, integral float finish, laid down lightly
with a steel trowel. Prepare sample for approval of Architect..
9. Finish ends of walls and edges of openings without metal
trim or jambs plumb sharp and true.
~
Section 8
Page 3
10. Immediately after removing forms in exposed areas. patch
voids in surface. remove all fins and float entire surface to pro-
duce a slightly sanded finish. laid down with a steel trowel.
8-11 CURING:
Wet down all surfaces of gunite with a fog spray as frequently
as necessary to keep continuously wet for five days.
8-12 FINISHING:
Upon completion of the curing process. the gunite walls shall
be ground with a grinding machine to remove the sharp protuberences
and leave the surface ready for painting.
NOTE: IT IS NOT THE INTENTION TO HAVE THE ENTIRE WALL SURFACE
GROUND SMOOTH - ALL THAT IS REQUIRED IS TO HAVE HIGH SPOTS REMOVED
TO~ :REDUCE THE ABRAS IVE FINISH.
.......,
'....'"
'.........
Section 8
Page 4
MASONRY
SECTION q
SECTION 9 - MASONRY
9-01 SCOPE; This Section covers masonry, complete.
9-02 STANDARDS: The following standards shall govern all parts of the work unless
modified herein and all references to Standard Specifications shall ~ean the
latest edition of the applicable specifications stated below.
(a) Standard Specifications of the Structural Clay Products Institutee
(b) '7ield Inspector's Handbook" of the Northern California Concrete Masonry
Association"
9~03 WORK EXCLUDED:
(a) All built-in structural steel and miscellaneous metal items specified
in their respective sections but installed herein.
(b) Reinforcing dowels set in concrete furnished and installed under Con-
crete and Reinforcing Steel Section.
(c) Testing specified in Concrete and Reinforcing Steel Section.
9.04 Mt\TERIALS:
A~
(a) "Slumpstone" as manufactured by General Concrete Products, or equal,
whole units made from expanded shale aggregate or ot.~er approved
material and conforming to ASTM C90-52, Grade A. Blocks shall be open
and closed and two cell type, as required, stretche~s and bond beam
units as required. Concrete weight 110 lbs per cubic foot maximum.
Linear shrinkage saturated to cool, oven dry, 006% maximum, absorption
16 lbs~ per cubic foot maximum. Submit samples for approval.
'-'"
1. Face Sh:e: 8"x6",:16" nominal typical, slumped both sides except
that first course above floor slab shall be 8"x4"x16" nominal,
smooth one side (inside). Note one pilaster 8"x6"x12".
2. Shell Thickness~ l_1/4ft minimum for. 8" thick blocks,
30 Colo~~ Natural.
4. Bond: Running Bond, typical.
5. Joint Finish: All exposed exterior and interior vertical and horiz~
ontal joints - tooled concave while mortar is still thumb-print
fresh. Lnexposed vertical and horizontal joints tooled flush.
Joint thickness - 3/8" typical.
(b)
Portland Cement: ASTM C-150, Type II Low Alkali.
"'-'
MASONRY
Section 9 Page 1
(c) Mason~ Cement: ASTM C91-5", Type II.
(d) Sand for Mortar: ASTM C-144, except that the percentage passing a
N~. 100 sieve shall range between 3 and 5 per cent.
~
(e) Sand for Grout: Shall be same as for '~oncrete Work" except that the
percentage passing No. 100 sieve shall be not less than 5 per cent.
(f) .'Pea Gravel for Grout; Graded as follows:
Per ~~~~e passin.,g
Not more than 5
" II II 15
80 - 95
100
Sieve No.
8.
4.
3/8"
1/2"
(g) ~ime Putty: Made from high calc~um quicklime, slaked before using and
properly aged, W~ighing not less than 83 lbs.. per cubic footo
(h) Quicklime: ASTM CS, high calciumo
(i) !:lydrated Li~: ASTM C407, Type So
(j) Water: As for Conc.ete.
(k) Mortar Coloring: Chemically inert, permanent, non-facing, mineral or
synthetic type, from manufacturer's standard, accurately measured into
the mortar mix to produce a constant color to match the block, and as
approved by the Architect.
(1) Admixtures: None allowed.
(m) Reinfor.cin~: As specified for concrete.
9.05 MORTAR AND GROUT MIXING AND PROrORTIONS: By volume:
(a) Mortar: one part Portland Cement; four parts dry, loose sand; to which
Shall be added not less than 1/4 part nor more than 1/2 part lime putty
or hydrated lime pe~ volume of the cement content. Or mortar shall
consist of two parts masonry cement, one part Portland Cement and eight
parts dry, loose sande Mortar shall have 0 28 day compressive strength
of not less than i.!)~'OO psio
1. Mix: t1aterials shall be mixed in the following manner: 1/2 required
;ater and 1/2 required sand placed into the mixer in operation,
then add (lime) cement, and the remainder of water and sand. Mix
for three minutes minimum after all ingredients are added. Equip~
ment for mixing and handling mortar shall be acceptable to the Archi-
tect, and mixers shall have a one-sack capacity minimum.. Retempering
by dashing water over the mortar shall not be permitted. Any mortar
unused within one-hour after the initial mixing shall be removed and
discarded. Mortar shall be mixed and maintained on the boards to a
slump of 2-3/4", plus or minus 1/4", using a truncated cone 4"x2"x6".
~
~
(b) Grout: Shall consist of one part Portland Cement to three parts sand
Masonry
Section 9 Page 2
and two parts pea gravel with sufficient water to produce pouring con-
sistency without segregation. Grout shall develop a minimum compressive
strength of 2,000 psi. at 28 days.
~ 1. Mix: Pea gravel, sand, cement and water shall be placed in the mixer
in that order for each batch of grout and mixed for at least three
minutes or longer to secure a uniform mass. Slump shall be suffieien'
to cause the mortar to flow into all joints of masonry. Equipment
shall be approved and mixers shall have one-sack capacity minimumo
Continuous mixes not allowed. Grout mixers shall not be the same as
mortar mixers. Grout shall be rejected in not placed in final positic
with 1-1/2 hours after water is first added to the batcho
(c) E!YJ2ack: Where required for setting or building of items into masonry,
shallconsist of one part Portland cement (which may be Type III) to
not more than three parts sand. Add minimum quantity of wat~r for
packing and hydration. Solidly ram into place to provide uniform bear~
ing and then cure with moist sacks or cloth for three days minimum.
9...06 CONCRETE BLOCK WALL CONSTRUCTION:
(a) Workmanship: Laid flat, plumb, level and true to line. Layout to
require minimum cutting. Where necessary to trim blocks, cut to a neat,
true line without chips on exposed faces. If movement of the block fs
required, remove all mortar, thoroughly clean block, re-apply mortar
and re-lay block. After work stoppages greater than one hour old
masonry shall be first cleaned of all exposed mortar, thoroughly wetted
by spray nozzle, and then prepared for new work.
'-
(b) Reinforcing Steel: See General Notes, para. '~oncrete Block", Sheet S-l~
(c) Block LaYi~: Foundation bed shall be roughened, cleaned and saturated
before laying block. All joints mortared full thickness of shells and
web. Grout side shall be kept free of mortar overhang and grout space
free of mortar droppings. Align all cells vertically.
(d) Groutin~: All cells of first course shall be grouted full and puddled
immediately. Succeeding grouting shall be done in 4'0" lifts maximum
and vibrated. Grout all cells with reinforcement, all horizontal bond
beam, all cells containing embedded items, and as shown. Stop grout
I" below top course when subsequent grouting is delayed one hour or more
and moisten all top surfaces before resuming ~rk.
(e) Prepare for and fullfill all work necessary to receive and adjoin work
of other trades or contractors. Refer to applicable drawings and
specifications for extent of such worko Deliver notification in ample
time for proper setting or location of work of others.
(f) Curing: All concrete block masonry, after grouting, shall be kept soaking
wet for a period of ten days.
9-07 PROTECTION AND CLEANWG:
(a)
Store all
freezing.
materials under cover on plank platforms and protect from
Protect all work from damage or staining; no dumping of
MASONRY
SECTION 9 Page' 3
t~
masonry units shall be permitted~ and tops of unfinished masonry shall
be protected from rain. Upon completion, all work shall be whole and
clean with 'debris cleaned up and removed from the site. Mortar and
cement stains shall be tho~oughly washed with water and then scrubbed
with 10% solution muriatic acid followed by another water washing a
9-08 TESTS: The Owner shall pay for t~e following tests and inspections performed
---- by~ enginee~ing laboratoryo T~e costs of retesting rejected materials by
t~c engineering laboratory shall be paid by the Contractor.
(a)
Mortar and Grout: At the begining of work at least one set of test
samplel:t shall be taken of the mortar and grout (2 of each) on three
successive working days and continuously stored in moist air until
tested, for each test listed below. Additional samples shall be taken
~benever and change in materials or job conditions occur or whenever, in
the judgement of the Ar.chitec~required to determine the quality of the
material~ In making ~he mortar test specimens the mortar shall be
taken from the units soon after spreading. After molding the molds
shall be carefully protected by a cover.ing kept damp for at least 24
hours, after. which the specimens shall be stored and tested as required
for concrete cylinderse Prisms shall be taken in accordance with the
instructions of the ''Field Inspector's Handbook"&
1. Mortar Compression Tests on 2f~4" cvlinders, 7 day strength _ 750psi
c
28" fI _ 1,SOOp:
2" Grout CC?,.mpr!:!sion Tests on,3ftx3"x6" 1?risms made in block mold:
7-day strength - 1,000 psi, 28 day strength - 2,000 psi.
'-
i~~
MASONRY
Section 9 Page 4
~
CERAMIC TILE
SECTION 12
SECTION 12 .. CEIWnC TILE
'-
12.01 SCOPE: Furnish and install ceramic tile as sho\\1ll on the drawings.
12..02 REFERENCES: The standard specifications of the manufacturers of items speci-
fied shalt be incorporated herein by reference.
12-03 SAMPLES: Tile Samples required.
12..04 MATERIALS:
a. Deliver tile, cement and lime to the proJEct in upopened factory-labeled
and grade-marked containers.
b. Floor Tile: Mosaic Tile Co. 'Granitex' or approved equal, one inch by
one inch by 1/4g1, cushion edge. Other cove baee and trim shapes as
shown on the drawings. for a full cove and bullnose conditions through-
out..
Co Cement. Standard Brand Type I Portland Cement conforming to cur~ent
ASTM C-150.
d. H~drated Lime: Conform to current ASTM C.207.
e. Sand: Natural, washed and graded conforming to current ASTM C..40"
f. Gr,outing Compound: Tile seal, Snowite, or approved equal, for wall and
base, natural gray Portland cement for floor.
12..05 INSPECTION: Surfaces to receive tile shall be inspected and unsatisfactory
conditions reported to the Architect.
12-06 INSTALLATION: Mix setting bed materials of one part Portland Cement, six
parts sand and hydrated lime (if desired) not to exceed 1/2 part, all by
volume. Add sufficient water to provide a plastic mixture.. Thoroughly sat-
urate floor before applying setting bed, but do not allow free water to
appear on the surfaces. Bonding setting bed to supporting material, compact
until free of voids, and bed to the required lines and levels.
No tile shall be less than 1/2 size.
Thoroughly soak tile in water, set firmly, plumb and level to even plane sur-
faces. Maintain width of joints at standard with vertical joints unbroken
through trim pieces.. Pitch as shown on the drawings.
Use no acid for cleaning and protect finished surfaces from damage during
subsequent building operations.
12-07 CLEAN-UP% Remove from the site all debris resulting from the work of this
Settiono
CERAMIC TILE
Section 12 Page 1
'......
ROOFING & WATERPROOFING
SECTICN 13
SECTION 13 - ROOFING & WATERPROOFING
-
l3-Q~ SCqpE: This Section covers Roofing & Waterproofing, complete.
13-02 STANDARDS: The following standards shall govern all parts of the work unless
modi{re~herein. Any reference to standard specifications shall mean the
la tes t edi tion.
a. Asphalt: Fede Spec. SS-A-666(1) or ASTM D-312.
b. Asphalt Primer: Fed. Spec. SS-A-701 or ASTM D-4l.
c. Nails, Wire Staples: Fed. Spec. FF-N-105, Am 2.
d. Standard Specifications of the ro~fing materials manufacturere
13-03 WORI< EXCLUDED~
,
a~ Metal flashings specified under Sheet Metal Section or applicable Mechanical
Section, but plastic roofing cement setting bed supplied by Roofing Con-
tractor.
b. Caulking at through-wall pipe penetrations specified in Plumbing, Heating
and Ventilating, or Electrical Sections.
13-04 GENERAL REQUIREMENTS:
a. Roofing to be Underwriters' Laboratories Class A or B and meet the California
\~ State Fire Marshall fire retardent values as noted in Art. 32, Title 19~
California Administrative Code.
b. Inspection: The roofing manufacturer shall furnish on-site inspection and
certificate to verify and insure the correct application of materials~ Con~
tractor to notify the manufacturer before commencing work and shall conform
to all recommendations of the roofing materials manufacturer. All work
and inspections shall be of such quality that the Owner may, at his sole
option, obtain a 20-year bond at completion of the work.
c. Contractor shall cooperate with all other trades to insure proper cooperation
and installation of the work.
d. Adequate precautions shall be taken to prevent damage to the roof during
and after installation.
e. All materials shall be delivered to the site in their original containers
with manufacturer's identifying labels attached.
13-05 MATERIALS AND INSTALLATION:
a. Low Roof (Nai1ab1e Deck) - Materials and installation shall conform to
Johns-Manville Built-Up Roof Specification Number 150
b.
High Roof (Non-NaUable Deck) - Johns-Manville 'tTop-Loc Roofinsul", 1-1/2"
#1,;t,:~
'.,,-,
ROOFING ~~ WA~FROOFING
Section 13 rage 1
thick. appUed in strict conformance with manufacturer's directions and
Johns-Manville Built.up Roof Specification Number ISO, modified as dir-
ected for installation over rigid insulation.
'''- 13-06 GUARANTEE:
- -.
a. Contractor shall furnish a written 2-year guarantee of weathertightness
of all roofing membranes from the date of fUing Notice of Completion,
as stated in General Conditions.. This guarantee shall be eo-signed by the
General Contractor.
b. Manufacturer's Certificate of Inspection and Compliance shall be furnished
at completion of the work.
Co Manufacturer of roofing material shall furnish a 20-year bond and flashing
endorsement upon receipt of requisition from th~ Ownero Bond shall be
co-signed by th.~ General Contractor.
13-01 ALTERNATE BID #1:
~1I'~'1Ir_4:>. .!._. .
a~ A minimum of six weeks after the application of the roofing speCified above
and as an alternate to the Base Bid Price, provide a sunlight protecth'e
and reflective coating of Conrad Sovig Co. "PlasUcool NBC" by spray to
all roofed areas.
b. "Plasticool" shall be applied in full conformance with. the manufact\Jrer's
recommendations and 8 manufacturer's representative shall certify that the
application meets manufacturer's speCifications.
'........
'-"
ROOFING & toll\TERPRooFING
Section 1~ Page 2
srmET HETAL
SECTION 14
c
SECTION 14 - SHEET METAL
14-01 SCOPE: This Section covers sheet metal, complete.
14-02 ST~~DARDS: The following standards shell govern all parts of the wort unless
modified herein. and all references to standard specifications shall mean the
latest edition.
a. Solder: Fed. Spec. QQ-S.S71c (1); ASn1 B-32
b. Elastomer Compounds: ASTM D-37S.
c. Published standards of the manufacturer of items specified.
d. CAlvanized Iron: Fed. Spec. QQ-I-716.
~]_~~")~:::.: EXCLUDED:
a. Sh::<i<,; metal ducts and duct flashing at roofs in connection with heating and
'\''i.:t~t'i J..::lting systems, specified in their respective Sections.
b. F:~ashing and sleeves around ducts and vent pipes~ specified in Hechanical
Section.
c. Steel plates, "males, etc., specified in Hiscellaneous Hetals Section.
4:) 14-04 GENERAL REQUlRE~mNTS:
ae Before proceeding with the ~ork, examine all details of the work and conditions
at the site. I~y errors or discrepancies shall be reported to the Architect
immediately for clarification. All dimensions shall be verified at the site.
Cooperate with the roofing ccntr.actor to establish sufficient size and de-
tailing to insure a w3tertight i~stallation and to avoid delay in the progress
of the work. Flashing shall conf:o~ to the roofing manufacturer's recommend-
ations and specifications.
14-05 SHOP DRAWINGS:
a. Submit shop drawings according to General Conditions, showing gauges and sizes
of metal~ details of e.s~ernblY9 pnchorage and c~nnections to other work and lo-
cations.
14-06 ~U.TER:ALS:
a.
Sheet Hetal: Galvanized sheet steel "Armco'l or l~Toncan" or equal. 20 ga.
typical unless otherwise shown or specified. Copper to be cornice temper, a~ s
b.
Sold~~: 50% block tin; 50% pig 'lead.
c.
Flux: Cut or "killed" hydrochloric acid (muriatic).
c
SHEET NETAL
Section l4Page 1
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d. Sealing Compound: Elastomer, type CL-50 sealer as supplied by Morrison & Co.
e. Nails: Zinc coated (Aluminum or solid zinc).
14-07 FABRICATION & INSTALLATI~:
a. All work shall be installed in accordance with the Standard Specifications of
the Hasters' Sheet Hetal Horkers Association and, where exposed to the weather
shall be permanently water and weather tight with provision made for free ex-
pansion without creating leaks. Corners shall be shop fabricated, riveted and
sealed.
b. Seams shall be single locked and soaked with solder, or double locked and
molded flat.
c. Copings and gravel stops shall be set with sealing compound.
d. At decks and roofs the sheet metal shall be fastened to wood work wi th 1-1/2" ,
3(' cleats of the same material specified, and spaced not over 18" apart along
~~~ seams. The end of the cleat to be turned in with the seam and the opposit,
"''''cd turned back over the nail head.
14-08 G~r1ERS AND GRAVEL STOPS:
a.
s:=c cr.';odngs .f.or location and details. Gutters to ~'.lnstalled in conjunction
wi th t L:~'" ,,","Do!' ~'.~.g. No runs of gutters shall be over' 40. ~Ofl wi thout a covered
and co!,); ;('<1 l'.:';)3nslon joint. Rivet and solder all joints.
14-09 DOf~SFCU?S~
a. 2t; g:.J8g-C '.'., _;'I,'1:lJ;;,~ting to S~hedule 40 galvanized pipe. Bends tn" sheet metal
t~: i~(... ',,' ..',' j ~ !',:,l:J"m. on d~r.a! Is.
14-10 LO'U'\tl?R \VV;.'~; ';,\<"
f ',,""'iv"'i 0n the c::'c'l:V'ings.
14-11 FLASHING: Spe~lfieci ~j,fl",hing shall be set in plastic roofing cement furnished
by theR,)ofing Cont;:'8ctor Ot:t installed under this Section.
14 12 noon LATn!"",." c! . ,-' " " . . '!.,. ~ '. ,- r:
- v ~~~.~ ; ;'. ...p~',;h.L t:-.<. ~.P. c.~;.;) i::.1.C:)' C4 n:, _l..;(O:~K~. Sa::'~lon .1.) ~
14-13 ~CF,Erl;;',~.,::l',:"';}i t",,:':o_ :A x 18 Mesh Fiberglas gray insect screening in extruded
aluminum ::-e-/.irl3b1e 'r::::f\mes with baked enamel finish over A10dine treatment,
co10r V) ~)e as !"E':i.ected 1:>y t,he Architect, attached to louver frames with cad-
mium--!':'!.:',',"", ,,'('J?ct: nC1:,d '. s.~".:'e77S, Mechanical Room louver screens similar except
1/2" ~H:':'1;,,::~,'::'2~:h If :~'::., stesl bird scree:1.ing ga1vani~ed after fabrication.
14-14 .ATTISY~:: k" ;;,:10wn on the ~awingf;,.
SHEET METAL
Section 14 Page 2
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8. Protection: Aluminum shall be protected from contact with
dissimilar metals and concrete or plaster. All exposed surfaces
shall be cleaned with water or petroleum produc.ts prior to final
acceptance of the work. The entire assembly shall be adequately
protected from da~ge during the progress of the work.
9. Shop Drawings: Shall be submi tted.
15-04 MATERIAlS:
1. General:
Aluminum: Extruded Sections - Alloy 6063-T5
Tubing and Sheet - Alloy 3003
Cast Section - Alloy 215
Brass: 65% copper, 34% zinc alloy.
Architectural Steel: Mild Steel.
Cast Iron: Soft gray cast iron.
.
2. ~ouble Acting Alumin;um Doors: AmarUte, model J. Type Z, complete
witc ma~ufacturer's standard hardware, including standard push-pull,
plet~~, concealed floor closer with hold-open, door stops, thresh-
holdp ~nd thumb turn lock (cylinder specified under Hardware).
3.. ~.~r.eJr: j~ct:lt).g A!.~in~D~~x:: <liIT
, I
4. AJx!.:dn:1tl1 \Undcwt': Ceco Steel Products Corporation. Type A-.413.,
50Cfseries. -ror-1/8tf glaZing, with manufacturer's standard hardware.
5. S.teel WindolA!: anT"
6. .~Tcelain Enamel Panels: GlN-
7. Glazing Gaskets & Sash Weather-strippin~: Continuous extruded
Folyvi~yl chloride of maximum elasticity of the design and profile
intended for use with window frames as specified, conforming to
NAAMM Standard 5C-ll.l
8. Sealant: "Chern-Seal" C.S. 2400, or equal.
15-05 FmISH:
AlumiU te finish, not less than .0004". according to ASTMB-llO.
Section 15
Page 2
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ALUMtNWM ENTRANCES & WINDOWS
SECTlOO 15
15-01 SCOPE:
Furnish and install aU exterior aluminum doors and frames and
entrance assemblies, winaows, and related work, including all staging
required. protective coatings, aluminum framing members, hardware,
thresholds, aU flashing, all porcelain enamel wall panels. glazing
extrusions.
15...02 WORK EXCLUDED
Glass and glazing specified in Glass and Glazing Section.
15-03---9.=LNERAL REQUIREMENTS
Specific methods of construction, erection and attacmnent, shall
be as proposed by the manufacturer and approved by the Architect.
The manufacturer shall submit specific proposals for the manufacture
and erection of the entire work, engineering data. guarantees as re-
quired, and proposed time schedules. The following requirements shall
be adhe!'!'.c "':0:
L PLrl:'''\e~ment of Panels: The system shall be designed to enable
pane) Fj tC'f.P ::~moved and replaced from the exterior in case of damage
to the fH"..:i.d
2. E;Y::~;:mni()n and Contraction: Proper allowances shall be made
fer tt.et'm!ll e:tpansion and contraction of all members of the assembly.
3: :'n10::, :7,"I,"'~!'':~s~ ,'C0z'..,r shall be guaranteed against fading,
discoloy:;;..\.:~on and .'3t.=lning i.ncluding resistance to airborne dust.
gasses. smog, and "Heather for a minimum period of five years.
,'+" Rigidity: Spandrel panels shall be rigid and free from warp-
age, crazing, and cracking from time of manufacture through erection.
5. ;";"'f':'J:-.c':?l:o.,f:\ess~ :Sash assembly shall be permanently tight
against. InfHtr-ation of rain. moisture. and wind.' Tests of window
assembly shpl1 shnw ?ir infiltration not greater than .25cfm per
lineal ::'::'~';: c f; Q:1S'1 ;"i.::J;.'imete.: "'71vs..n. window is subjected to a static
press'J:ce equ....l 'i.:" t;,l"'l.t of a 75 mph wind velocity.
6. Fire Resistance: Entire assembly shall be incombustible.
7. Appearance: Finish, color, and texture of all parts of the
assembly shall be as selectee and approved by the ArChitect.
Section 15
Page 1
15-06 FABRICATION:
~~ Shall be fabricated by skilled artisans and shall be of the
finest quality. All members shall be of the sizes and gauges indi-
cated or specified, and shall be securely and properly installed to
provide an approved rigid installation. All work shall be designed
and anchored__ so that there will be no objectionable distortions ori
no serious stressing of the fastenings from expansion and contraction
of the metal. Assemble all work with concealed fittings and fasten-
ings. Where exposed fastenings cannot be avoided, countersink heads
and finish to match adjoining work. All exposed welding of aluminum
shall be so done that no discoloration results and the weld is incon-
splcccus, matching adjoining surfaces. All exposed joints shall be
neat and tight with hairline metal to metal contact, and all moldings
shall be in perfect alignment at joints. Structural requirements of
all components shall be to wit~~tand 20 Ibs.. per square foot wind load
without excessive deflection.
15-07 PROl'ECTIVE COATINGS:
.
1. All ferrous metal items shall be given one 3 mil coat of rust
inhibitive paint after all dirt, rust and grease have been removed from
all surfaces. and paint shall be applied after fabrication, but prior
to errection.
/j:'~,
2. Aluminum surfaces to be placed in contact with concrete, mortar
cr plaster shall be given one coat of alkali resistant bituminous paint
prior to installation.
'"-,,
3. Dissimilar metal surfaces to be placed in contact with aluminum
shall be given one coat of bituminous paint or zinc chromate pigment
in a synthetic resin vehicle prior to installation or shall be sep-
arated ~~th vinyl gasket.
4. All finish faces of materials shall be given a removable pro-
tective coating prior to delivery on the job which shall remain in
place until the final cleaning cf the w~rk.
'15-08 CLEANING:
All aluminum shall be thoroughly cleaned. following the proceed-
ure recommended by the manufacturer. including washing with mineral
spirits followed by washing with mild soap and water. No abrasive or
caustic acid cleaning agents shall be used.
~,
.....
Section 15
Page 3
METAL DOOR FRAMES & METAL DOORS
SECTION 16
SECTION 16 - METAL DOOR FRAMES & METAL DOORS
16-01 SCOPE: This Section covers metal door frames and metal doors complete.
16-02 ST~~DARDS: The following standards shall govern all parts of the work unless
modified herein and all references to standard specifications shall mean the
latest edition.
a. Structural Steel: ASTH A-7.
b. Caulking: Fed. Spec. TT-C-SqS, Grade I or II.
c. Guages: U.S. Standard.
d. Welding: Standard Specifications of the American Welding Society.
16-03 NATERIALS:
a. Steel: (Non structural) Mild Steel, cold rolled, low carbon.
b. Sealant: Dicks-Armstrong-Pontius, Inc., Butyl Rubber compound.
c. Weatherstripping: Zero l1eatherstripping Co. Inc., spring bronze.
d. ~ardware: Specified separately,
'-
e. Metal Thresholds: As sho\m on the drawings.
16-04 GENERAL REQUIREMENTS:
a. All fabricated items shall be cleaned and rust spots removed and given one
coat of red oxide.
16-05 SHOP DRAHINGS:
a. Submit in accordance with the requirements of the General Conditions, showing
metal guages, dimensions, methods of assembly, anchorage details, hardware
cut-outs, location and quantities. Details of frames shall be submitted in
ample time to avoid delay in the progress of the work.
b. All dimensions shall be verified at the site of the work and written notice of
any discrepancies affecting the final installation shall be given to the Archi.
tect prior to fabrication of any item.
16-06 i1ETAL DOOR FRAMES:
a. 16 guage cold rolled steel of dimensions and profiles as shown and as required
to accommodate the doors as dimensioned. Door Frames shall bear Fire Protecti~
Labels where required, in accordance with the requirements of the State Fire
Marshall and Title 19, California Administrative Code.
METAL DOOR FRAMES AND METAL DOOR~
""'" Section 16 Page :
b. All breaks shall be sharp and straight. Corners shall be mitered, accurately
fitted, welded and ground smooth to produce invisible joints.
-
c. 1.11 necessary cut-outs shall be provided as required, reinforced where re-
quired for hardware.
d. Door stops shall be omitted at cased openings.
16-07 HETAL ROLL-.UP DOOR: As shown on the drslvings, manufacturered accox'ding to
..
standard specifications.
.~6.-0G METAL LOU\~RS: Specified under Carpentry & Millwork, Section 19, but repeated
herein for information.
Louvered Doors: Airolite Co. Type 583-A-ll ('e' molding), or approved equal.
Steel shall be de-greased, bonderized and finished with baked prime coat and
high grade enamel of color approved by the Architect. Provide 14xl8 mesh
aluminum insect screen in standard folded frame at exterior doors only.
16-09 GENERAL NOTE:
Doors Numbers 36 through 48, inclusive, and doors numbers 50;51;52;&:54 are
specified and provided under Section 26 - Jail Equipment.
-
METAL DOOR FRAMES & NETAL DOOR~
Section 16 Page :
.........
GU.SS & GLAZING
Section 17
SECTION 17 - GLASS & GLAZING
-
17-01 SCOPE: This Section covers glass and glazing, complete.
17-02 STANDARDS: The following standards shall govern all parts of the work unless
modified herein. All reference to standard specifications shall mean the later
edition of the applicable specifications stated below.
a. Glazing Compound for Metal Sash: Federal Spec'n. TT-G-00410.
b. Standard Specifications of the Flat Glass Jobbers Assn.
17-03 l~ORK EXCLUDED: Mirrors at lavatories, etc. specified in Building Equipment &
Specialties Section.
17-04 GENEltAL REQUICRMENTS:
a. Glass shall be delivered and installed with manufacturer's label attached
identifying type, strength, and grade. Labels shall remain intact until they
have been approved by the Architect.
b. Glazing compounds shall be delivered in manufacturer's original sealed contain.
erSt
c. Size of glass shall be verified by this Contractor at the site and he shall be
responsible for the accurate fitting of the glass.
''-'
d. l~aves shall run horizontal.
e. All glass that is broken, chipped, spa1led or scratched prior to final accept-
ance of the work shall be replaced as directed regardless of cause or time of
damage, and without cost to the owner.
f. Prior to glazing, all movable sash shall be adjusted and secured in operating
position.
17-05 HATERIALS:
a. All glass shall be the product of one of the following:
1. Pittsburgh Plate Glass Company
2. Libby-Owens-Ford Glass Company
3. American-St. Gobain Corporation
4. Mississippi Glass Company
(PPG)
(LOF)
(PSG)
(MGC)
b. Glass Schedule:
1. Clear Sheet:
(a) Single Strength - PPG lIPennvernon IHndow Glassl', ;:Bl1 quality, 3/321'.
"""
GLASS & GLAZING
Section 17 Page 1
(b) Double Strength - PPG liPennvernon \.Jin dow Glass", "B" quality, 1/8:'.
(c) Heavy - PPG 11Pennvernon l'JindowGlassli, ;iB" quality, 3/160.
-'
2. Clear ~.Jired:
(a) iIGC Polished disco, 1/4"'.
3. Teopp.:.ed P1nte: PPG "Hercul1 te", thickness as noted.. (See drawings for 9c.na"
way' glass in Jail Area)
4.0bscurc .GlnsG: Hissif'3ippi 'F<1ctrolite' 1/8" thick.
c. Glazing Compound: nicks-Armstrong-Pontius, Inc. #1012, color aluminum grey.
17 -06 INSTi.LLATIOl'J
a. Glass: Install glass types as noted on the drawings and according to the glass
manufacturer's recommended maximum size limitations. 1/3c: thiel, glass shall
only be used in sizes up to 12 square feet in area. All glass shall be clear
sheet glass, except as otherwise noted. All adjacent glass in the same glazed
areas shall be consistently of one type unless otherwise noted or directed.
b. Set glass at glazed partitions in full bed of glazing compound prior to install
ing metal stops.
c. Glazing compounds: Insure adhesion to glass at all points and trim neatly to
accurately formed bevels and miters. After glazing, sash shall be fixed in
non-movable position until glazing compound has set.
/,~i~
d. Prior to final acceptance of the installation, remove all foreign matter with-
out damage to glass and wash clean.
.......
17-07 GUARANTEE
a. All material and installation shall be guaranteed against defects and leakage
according to the General Conditions, for a period to include a minimum of 2
years.
GLASS & GLAZING
Section 17 Page 2
~;(f$.....
"'-"
MISCELUu~EOUS METAL
SECTION 18
SECTION 18 - MISCELLANZOUS ~ffiTAL
''-'
18-01 SCOPE: This Section covers Miscellaneous Metal, complete.
18-02 STh~DARDS: The following standards shall govern all parts of the work unless
modified herein and all references to standard specifications shall mean the
latest edi tion.
a. Steel Shapes: ASTH A-7.
b. Steel Pipe: ASTM A-53.
c. Steel Flate: ASTI1 A-283.
d. Steel Sheets: ASTM 1.-245, Grade l1C'~, or ASTH A-303, Grade "C".
e. Standard Specifications of the American Institute of Steel Construction.
f. I:Standard Code of Arc and Gas ;~elding in Building Construction1! of the America,
'.Jelding Society.
g. Cast Iron:
iSIH A-48.
h. Red Lead and Oil: Fed. Spec. TT-p-86a, Type II or III.
i. Galvanized Iron: Fed. Spec. QQ-I-7l6.
"-"
j. Miscellaneous Iron: Fed. Spec. ~Q-S-636 or QQ-S-74l.
k. Hot Dip Galvanizing (on assembled products): ASTM A-385.
1. Zinc Chromate: ASTM D-478.
m. Nuts and Bolts: fS~l A-307.
13-03 HORK EXCLUDED:
a. Windows specified separately.
b. rietal Door Frames and Metal Doors specified separately.
c. ~ietal Frames integral with louvers specified in Sheet Metal, Section 14.
d. Supports for mechanical equipment specified ~n their respective Sections.
e. Installation of mat depression frames at entr.ances specified in Concrete and
Reinforcing Steel, Section '7.
f. Installation of miscellaneous iron items in concrete work and stud partitions
specified in their respective sections.
;M"" MISCELlANEOUS METAL
'~ Section 13 Pace 1
18-04 !1ATERIALS:
a. Miscellaneous Steel: Mild steel, hot rolled, low carbon (15%-20%)..
"- b. Cast Iron: Soft grey cast iron.
c. Expansion Bolts: Three Unit cinch anchors as manufactured by National Lead Co.
d. Bolts: All bolts shall be unfinished machine bolts unless otherwise specified,
meeting the reGuirements of AISC Specifications. Hexagon heads and buts shall
be provided where exposed, elsewhere square heads and bolts may be used. Nuts
shall be drawn up tight. Check threads of bolts or provide approved self-lock..
ing nuts or lock washers. All nuts shall have Class 2 fit.
e. Welded Studs: "Nelson Studs:: or equal, as detailed.
f. Washers: Standard malleable iron unless otherwise shown on the drawings or
noted. Washers shall be placed under the head and nut of all bolts and lag
screws bearing on wood.
g. Screws: Of guage and length as shown on the drawings. Where flat head screws
are cllled for, and the screws fasten metal to wood, the holes in the metal
shall be countersunk to receive the screws. ~Jhere round head wood screws are
called for and the screws fasten metal to wood, flat head wood screws may be
substituted if the holes in the metal are countersunk to receive the screws.
18-05 FABRICATla~ iJ~D INSTALlI.Tla~
'......
a. Fabricate all work to details and dimensions as shown with sharp lines, angles,
-. smooth surfaces. Joints shall be flush, tight and rigid. Exposed to vie~-1
joints shall have flush fastenings, welds ground smooth. All sharp corners at
hazardous locations and exposed locations shall be rounded.
b. All welding shall be done by certificated mechanics and according to the stand-
ard specification~~ and Sections 818 & 8l~, Title 21, Cslif. Administrative Coc
c. All items required to be cast in concrete shall be furnished in time to avoid
delay in the work.
d.. All items not required to be cast in concrete or galvanized shall, after fab.
rication, be wire brushed to remove all rust and loose scale and then cleaned
with gasoline. All surfaces shall be given a complete 3 mil thick coat of
red oxide primeing paint. After installation touch up all damaged paint, bolt
heads, nuts, etc.
e. All backing plates shall be pre-drilled and tapped as detailed and required.
f. Cooperate with other trades to provide adequate holes and fastenings for all
required connections..
.....,
HISCELLANEOUS METAL
Section 10 Page 2
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'..........
"'-'
g. Framing hardware shall be 'Universal', or equal, siKes as required.
h. Holes shall be punched, sub-punched and reamed, and/or drilled in accordance
with Title 21, Calif. Administrative Code, Section 810.
i. Hot-dip galvanize after fabrication all items so designated to be galvanized.
18-06 TESTS I~D L~SPECTla~S: Test and inspect structural materials, worhmanship and
welding in accordance with the requirements of Sections 802 and 820. Title 21,
California Administrative Code.
19~07 CLEAN-UP: Remove from the site all debris r(sulting from the work of this
Section.
MISCELLANEOUS METAL
Section 18 Page 3
CARPENTRY &. MILLWORK
SECTION 1 ()
SECTION 10 - CARPENTRY &. MILLWORK
-
lQ-Ol SCOPE: This Section covers carpentry and millwork complete. and is divided
into separate parts as follows:
PART A - STRUCTURAL AND ROUGH CARPENTRY
PART B - FINISH CARPENTRY
PART C - MILLHORK
PART A - STRUCTURAL AND ROUGH CARPENTRY
lQA-02 STANDARrS: The following standarcs shall govern all parts of the work unless
modified herein and all reference to standard specifications shall mean the
latest edition. All mat rial sha~l comply with the Standards and Rules of tn
Association referred to therein.
a. Softwood: Fed. Spec. MM-L-75lc. am-l.
b. Hardwood: Fed. Spec. t~-L-736. am-3.
c. Plywood: D.F.P.A. Standards, Com. Stds. 157-4Q, 35-56 and Fed. Spec. NN-P-530
d. Gypsum Wallboard: Fed. Spec. SS-F-43la.
e. Hardboard: Fed. Spec. LLL-H-35.
'-
f. General: Printed descriptions, specifications and recommendations of manufactu~
of materials and items specified.
1 QA-03 WORK EXCLUDED:
a. Forms for Concrete Work, specified in Concrete and Reinforcing Sections.
b. t1etal Supports and backing of specialty items, specified in Miscellaneous
Metal Section.
c. Rough Hardware specified in Miscellaneous Metal Section but installed herein.
d. Finish Hardware specified in Hardware Section but installed herein.
e. Painting and Finishing of all work, speCified in Painting Section.
f. Glass &. Glazing specified in Glass &. Glazing Section.
g. Metal Louvers specified in ?nrt C, par.a. 19C.06c"
h. In-wall Supports for Mechanical, Plumbing and Electrical fixtures specified
in their respective Sections.
CARPENTRY &. MILLWORK
Section 1Q Page 1
'-,
lQA-04 REFERENCES:All work under this Section shall conform to Title 21, California
Administrative Code, Article 6; California Redwood Association Spe~ifications;
Gl'ading & Dressing Rules No. 15, latest revision, of the t.Jest Coast Lumber
Inspection Bureau; Manual of Nillwork, Hoodwork Institute of California.
-'
lQA-05 SHOP DRAWINGS: As required below or requested by the Architect.
19A-06 SAMPLES: As required by the Architect.
19A-07 ~~TERU.LS:
a.. Lumber: See structural and architectural drawings. Unless otherwise noted on
the drawings, mullions and posts to be Select Structural. Beams, joists,
headers, girders, planks, studs, blocking, furring and other framing to be Con~
struction.
All Douglas Fir manufactured and graded to conform to or exceed the requirements
of Ctading & Dressing Rules No. 15, WCLIB and each piece grade-marked by an
agency approved by the State of California, Department of General Services,
Of~ice of Architecture and Construction.
Plywood sheathing to by 'Plyscord-, C-D faces, plugged, exterior glue, manufac-
tured and graded in accordance with Commercial Standards CS-45 and American
Plywood Association standards with the following modifications:
1. \~ite specks are not permitted in the face of plywood.
2. 1/2" plywood to be 5-ply.
-
Foundation Grade Redwood: Graded at the mill according to CRA Specifications
and bearing the CRA trademark, for sills.
Weed Preservative: Honsanto Chemical Co. "PENTAIl, 5% pentachlorophenol in
mineral spirits, or approved equal, meeting Federal Specification TT-W-572 and
the MN~~ specification, and Sect. 62l(b), Title 21, Calif. Admin. Code.
19A-08 mSTALLATION, ERRECTION & CONSTRUCTION:
a. Structural Elements: See Structural and Architectural drawings and other Sectionl
Screw wood screws and lag screws into place; do not drive.
b. Blocking, Backing, Fire-Stopping, and Non-Structural Elements: See drawings and
other Sections. Furnish and install blocking and backing required for equipment
and/or material specified in other sections and behind all joints in materials,
at joints between different materials, and behind intersections of surfaces
whether of the same or different materials.
CARPENTRY & MILL~JORK
Se'tion l~ Page 2
_.
Pi.RT B - FINISH CARPENTRY
,,'...
10B-01 STf~DARDS: The Standards enumerated in Part A-Structural and Rough Carpentry
shall govern this Sub-Section.
~
10B-02 REFERm~CES: The references enumerated in Part A-Structural and Rough Carpentry
shall govern this Seb-Section.
10B-03 ~~TERIALS:
a. Asbestos Cement Board: Johns-Manville 'Flexboard', sizes as indicated.
b. Perforated Hardboard: Forest punched-temper treated hardboard.
c. At",!:ic Vents: BrHde:'"':. -,:roO, TyP""'\ ~'_ sizc_ 12~i, as.shown on the drawings.
d. Building Paper: Pabcocraft, Asphalt saturated building paper.
e. Caull~ing Compound: Del Synthetic Rubber Compound PRC ;;Rubber Calk'l or Goss &
Goss IIElashon".
f. Plywood: American Plywood Association grade stamped 'A-C', 'A' face exposed.
g. Exterior Trim: CRi\ 'Clear All-Heart Redwood', S4S.
h. Other materials as specified under Part A and/or Part C.
198-04 GENEPJ.L: Interior millwork shall not be received on the job until all p1asterin{
is thoroughly dry and provisions are made to properly store and safeguard this
product. Care shall be taken to avoid disfigurement.
'.......
a. Fitting & Hanging of Doors: Trim each door and fit to the frame. Top and side
clearance shall not exceed l/Su, bottom clearance shall not exceed 1/4'1, e!ll:cept
where noted on the drawings. All arrises shall be rounded and lock edges shall
be bevelled.. Doors to open freely withoct binding with all hardware adjusted
and functioning.
b. All door and window millwork shall be in place, and protected, prior to the
application of plaster.
c. 5/$JV' Gypsum wallboard, where specified, shall be 'Firecode', or approved equal"
meeting the requirements of the California Fire Marshall for 1 hour fire
assemblies, in addition, if necessary, to the requirements of Para. lOA_02.
19a-05 WOOD PANELING:
1. Lobbr: Paneling to be ''Ueldwood'' Prefinished 'Craftsman.' Black Walnut V-
groove, 3-ply 1/4u 4'xl0', all. manufactured by U.S. Plywood Corp. Pan~ls to
be arranged on site for best visual sequence and installed in that order.
2. Chief of Police Office: Paneling to be as for Lobby, except 4'x8'~
CP~PENTRY & MILLWOro<
Section 19 Page 3
-
PART C - MILLWORK
lQC-02 STANDARDS: The following standards shall govern all parts of the work unless
modified herein and all references to Standard Specifications shail mean the
~- latest edition. All materials shall comply with the Standards and Rules of
the Associations referred to therein.
a. Softwood: Fed. Spec.. Ml~-L-751c, Am-l.
b. Hardwood: Fed. Spec. ~~t-L-736, Am-3.
c. Plywood: DFPA Standards; Com. Stds. 157-49; and Co. Stds. 122-4Q; Fed. Spec.
NN-P-530.
d. Laminated Plastic: Fed. Spec. L-P-00508a, Standard Specifications of the
National Electrical Nanufacturers Association "Laminated Thermosetting Decor-
at i ve S hee ts II .
e. ~~ood Doors: National Woodwork Manufacturers Association Guarantee, Com. Stds.
171.
f. Hardboard: Fed.. Spec. LLL-H-35.
g. Redwood: Standard Specifications of the California Redwood Association.
19C-03 WORK EXCLUDED:
a. Painting and Finishing specified in Painting Section.
',..
b.. Glass & Glazing specified separately.
c. Cabinetwork specified separately, Utility shelving under this Section.
d. Installation of doors specified under Part B, Finish Carpentry.
19C-04 ~~TERIALS - MILLWORK
a.. General: All solid lumber and plywood used shall be kiln- dried to a moisture
content suitable for fabrication, and shall be between 6% and 12%.
b. All millwork shall be manufactured in accordance with the plans and specifica-
tions and the standards of the "Hanual of Millwork" of the Hoodwork Institute
of California.
c. Lumber shall be new, clean stock of the species and grades shown below:
Exterior t.~trn; et.<:';: .'...... ;'..... ... ... . .. .CiU~ 'Clt;ar i.11 Eell:ct Redwood' S4S
Door Jambs, Stops, & Frames............... WIC 'Custom':, V~G. Douglas Fi~Q
Interior Trim ............................ HIC.'Custom~, va::p or Ponclerose Fir
CARPENTRY & HILLWORK
Section 19 Page 4
-
lQC-05 SHOP DRAWn~GS: Submit in accordance with the requirements of the General
Conditions.
19C-06 FABRICJ..TION & INSTALLATION:
"-
a. General Requirements: Inte:rior UilhlOrk sholl not be received on the job until
all plastering is thoroughly dry and provisions are made to properly store and
handle this product.. It shall be the sole responsibility of the General Con-
tractor, with the approval of the i.rchitect, to advise the mill when ready to
receive millwork. All items shall be primed immediately after delivery. All
finish trim sholl be piled flat in a dry, well-ventilated place. Care shall
be taken to protect the edges and avoid disfigurement, scratches and corner
bruises.
b. Sand and dress smooth at mill, free from all machine marks and imperfections
with joints true, straight, tight and made inconspictuous. Errect in accord-
ance with best practice, straight, level and plumb, with no marks or defects,
properly secured to adjoining work, thoroughly hand sanded and left ready for
finish. Conceal nailing where possible and set nail heads for putty in ex-
posed places.
c. Doors: Fabricated in accordance with the sizes and details shown on the door
schedule and as speciried in the 'lManual of Millwork of the \~oodwork Institute
of ColiforniaH.
1. Solid Core Flush Doors: Birch face, paint grade, WIC Custom Grade.
2. Hollow Core Flush Doors: Birch Face, paint grade, WIC Custom Grade.
",-
3. Labelled Doors: l~eyerhoeuser "Roddisll doors, composite type, with labels
as required and channels at meeting edges of pairs.
~
4. Louvered Doors: Airolite Co. Type 583-A-ll ('C' molding), or approved
equal. Steel sholl be de-greased, bonderized and finished with baked
ptime coot and high grade enamel of color approved by the Architect.
Provide 14x18 mesh aluminum insect screen in standard folded frame at
exterior doors only.
5. Dutch Doors: 1-3/4" thicl" with solid core of similar construction to
flush doors specified.
6. Door guarantee: As stated, shall also include provision for all labor
and materials required to replace and reinstall completely with all
finish hardware and finishing necessary to complete the installation to
the satisfaction of the Owner.
7. Kick Plates and Armor Plates: Specified in F nish Hardware Section.
8. Doors with a warp or twist of more than 3/16" when the door contains
more than 15 square feet of surface area or where the finish has buckled,
cracked, or become loose shall be replaced.
CARPENTRY & MILU10RK
Section 19 Page 5
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d. Utility Shelvinn: Fabricated according to the sizes and details shown on the
drfj't-l~n8s~ P~ywood to' be IPA grode-stamped ~l..-C') hlll:dwood trim at all exposed
edges.
Uti! i ty shelving by deHni tion shall be shelving so designated on the. drf:l'tJf,v nG,s
Note that all items of cabinetwork or millwork designated by catalog numbers
are specified separately in Cabinets, Section 20.
CARPENTRY & I1ILL',-JORK
Section 10 Page.6
CABINETS
SECTION 20
SECTION 20 - CABINETS
20-01 SCOPE: Furnish and install all cabinets, including tops and splashbacks,
~ hardware, and scribe strips. For plumbing fixtures, fittings, and sink rings
see,~lumbing Specification.
20-02 REFERENCES: Manufacturer's specifications of items specified items shall
be incorporated into these specifications by reference. If cabinets are
custom mill-built, W00dwork Institute of California ;Tlanual of Mil1work",
latest edition, shall govern.
20-03 SHOP DRI\WINGS: Required.
~O-04 iIi.TE~UALS: Tacoma Hillwork Supply Company Nonitor P,.L. factory built plastic-
faced cabinets, or approved equal. All cabinetwork to be the product of one
manufacturer. Items below are to c:i:arify or modify and are in addition to
manufacturers specifications. See schedule on the drawings for types.
20-05 Fn~ISH: High-pressure laminated plastic for nIl exposed cabinet body faces
and edges, including all outside drawer and door faces and all edges of drawel
fronts and doors, wood grain pattern as selected by the Architect. For finisr
of counter tops see Counter Tops, below.
20-06 Hoom-lORl{: Framework and drawer sides and backs shall be V:C'; hardwood or "C"
vertical grain Douglas Fir, all wood kiln dried to a moisture content of 10%
for Douglas Fir and 8% for hardwood.
20-07 DRAWERS: Sides dovetailed to fronts and backs, 1/4" tempered hardboard bottoms
fully boxed in at fronts, sides and backs, and securely pinned. Fronts not
less than 3/411 thick.
20-08 DOORS: Monocore Dense Monolithic Flakeboard cores, 3/411 minimum thickness.
20-00 HARDWARE: Three hinges on doors over 36" high. Stanley 41 ALD magnetic
cabinet catches or approved equal, for all hinged doors, at bottom and top
of coors over 3611 high. 00 degree stops on all cabinet doors.
20-10 COUNTER TOPS:High-pressure laminated ptasttc finish, wood grain patterns,
colored design patterns, or solid colors, as selected by the Architect, for
countertops and splashbacks. Splashbacks and returns butted to tops. Self-
edge counters, splashbaclcs and returns. 1-1/2" radius for all outside counter
top corners.
20-11 LOCKS: Modify cabinets noted on drawings to have locks to receive SChlage
Lock W261P with strike. Provide locks.
20-12 SHELVES: 1" thick when over 3611 long.
20-13 MODIFICATla~S: The Cabinet Schedule and Interior Elevations on the drawings
designate certain modifications to standard units which are necessary to meet
space and function requirements. All such modified and special units shall be
fabricated and finished to match standard units in all respects.
CAB INETS
Section 20 Page 1
~~~
20-14 FP~RICATla~: According to manufacturer's specifications. Each cabinet unit
shall be completely shop-fabricated, assembles, finished and all hardware
installed before delivery to the building. Continuous counter tops may be
job-installed.
......
20-15 INSTALLhTION: Install cabinets in correct locations as shown on the drawings
plumb, level and in perfect alignment. Securely anchor cabinets to the build-
ing . construction and to adjoining units. Furnish and install all necessary
scribe strips and fillers. Accurately fit and securely anchor all counter
tops and splashbacks on groups of base cabinets as shown on the drawings~,'
20-16 PROTECTION: Adequately protect all cabinets from all damage from time of
delivery to the building until acceptance of the entire project.
20-17 ACCEPTPllCE: Prior to final inspection by the Architect, adjust all hardware
so that doors and drawers operate smoothly and quietly, all locks and catches
functioning as intended. Thoroughly clean exteriors and interiors of all cab-
inets. All shelves shall, benr evenly on all four points of support. Adjust
sliding doors to operate smoothly without sticking or binding. Repair or
replace, to the satisfaction of the Architect~ and at no added expense to the
Owner, any items showing evidence of incomplete or faulty fabrication and
installation, inadequate protection, mishandling or misuse. Replace all doors
with noticeable warp or twist.
20-18 CLEAN-UP: Remove from the site all debris resulting'.f'rom the work of this
section.
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20-1Q UTILITY SHELVING: Items designated as 'Utility Shelving' on the Cabinet
Schedule e.nd/ordtowlngs are specified.separately under ,Carpentry & Millwork
Section.
20-20 LlJ30Rl..TORY COUNTER TOPS: Shall be Johns-Manville "Colorlith", b1cck coler,
(or chcrcoc.l grL.'lY) , bcnded :.!s recommended by the mnnufacturer to bnse
cr',binets with epoxy ndhesivc. Thickness to be 3/4", sizes as shown en the
drnwings, with all necessary cut-outs for sinks, outlets, etc.
CABINETS
/^"'.'" Section 20 Page 2
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LatHING. '6c~ ,~tASTERING
SECTION 21
SECTION 21 - LATHING & PLASTERING
21-01 SCOPE: Furnish and install all interior and exterior lath and plaster
21-02 REFERENCES: The Reference Specifications for Lathing and Plastering of the
California Latling & Prastering Contractors Association shall be followed
as applicable.
21-03 INSPECTIa~: Thoroughly examine all existing construction which relates to
work of this section and report in writing to the Architect any defects or
(missions which would adversely affect the installation of the work.
2l-04 t1ATERIALS:
a. Building Paper: American Sisalkraft Corp. Orange Label Sisalkraft reinforced
waterproof building paper, or equal.
b. Exterior Lath: California Wire Cloth Co. steel, 18 ga. one inch mesh woven
netting, galvanized after weaving, or equal.
c. Interior Lath: Halls: Om1.to
d. Exterior Soffits & Fascia: Milcor 3.4# '~mallmesh"galvanized after fabrica-
ti on.
e. Reinforcing Lath: 2.5# copper bearing painted expanded metal diamond mesh in
4': strips.
f. Corner Beads: Milcor #1, galvanized.
~. Casing Beads: Hilcor #66 Expansion, galvanized.
h. Expansion Joints: Milcor #15, galvanized.
i.. Omit"
j. Plaster Terminal: Milcor Plaster & Acoustic Terminal
k. Access Doors: Milcor Style K. as required by plumbing, electrical & mechanical.
1. Nails: Gypsum Lath - 13 ga. 1-1/8" long, 1-3/4:: at sheathing.
Exterior Mesh - 1_1/4'1 galvanized, with galvanized furring staples.
m.
Cement: Portland Cement conforming to current ASTM designation C-150.
Lathing & Plastering
Section 21 Page 1
n. Lime Hydrate: Conforming to Fed. Spec. SS-L-3Sl.
",--,.
o. Gypsum Neat Plaster: (Hardwa11) Kaiser.
p. Keenes Cement: Standard Brand conforming to ASTM C-6l.
q. Sand: Conforming to ASTM C-35, sharp plasterer's sand.
21-05 GENERAL:Plastering Contractor shall prepare samples of all finished for the
Architect's approval before proceeding with the work.
Deliver materials to the building in unopened containers bearing the manufac-
turer's labels.
21-05 INSTJ.r.LATIOl~:
a. Exterior Plaster:
Apply building paper to all external surfaces to receive plaster, long dimensi
at right angle to supports, starting at the wall edge and lapping three inches
at side joints, six inches at end joints. Apply just ahead of the lath,
stretch firmly and secure at joints with big-headed nails. Take every pre-
caution that the building paper is not punctured or torn. Lap carefully at
all openings, over flashings and other paper installed.
..........
Apply netting and accessories on all wall surfaces to receive plaster, long
dimension at right angles to studs, all joints lapped at least one full mesh.
Lap around corners a minimum of 6 inches. Secure with furring nails at each
at 6'1 o.c. Install casing bead, corner bead, and fermed plaster stops as shoW(
on the drawings and as required. Miter neatly at corners. Use single lengths
wherever possible. Reinforce end joints with No. 12 galvanized wire 2" into
each side. Install accessories to allow ~:R inch thick plaster.
Lath for Soffits and Fascia shall be according to Metal Lath Manufacturer's
Association Specifications. Apply to all surfaces to be plastered, long dimen.
sion at right angles to supports, end and side joints lapped at least I".
End joints at supports. Lap around corners a minimum of 611. Secure with 11
ga. 1-1/2': long, 7/16" flat-head, barbed galvanized nails, 6" o.c.on wood
supports 16'; o.c. min., with at least one 18 ga. wire tie between supports.
Use furring nails at vertical surfaces with solid backing. Also fasten to
horizontal supports with 2 strands of 18 ga. galvanized annealed steel wire
tie to alternat supports at one edge of each sheet of lath, as given in speci-
fications 3c and 5c of Metal Lath Specifications for Metal Lathing and Furring
Scratch Coat: Proportions by volume: 1 part Portland Cement; 1/10 lime hyd-
rate; 3 parts sand. ~lix in a power mixer for at least 5 minutes. Use suffic-
ient water to produce a plastic mixture. Apply so as to embed the lath
entirely tOr 3/8" thiclmess and score in opposite directions with a metal
scratching tool with teeth 111 apart.. hlet down for at least two days after
application and let dry before brown coat.
U;.THING & PLASTERmG
Section 21 Page 2
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Brown Coat: Proportions and mixing as for scratch coat. Dampen scratch
co"a't evenly before applying brown coat. Apply to minimum 3/8" thickness
and rod straight and true in all directionso '~et do~ for two days after.
application and cure for a minimum of 28 days before applying finish coat.
Scratch and brown coats shall total not less than 3/4': thickness.. Drill
holes to check and patch holes after checking.
Finish Coat: Mix finish coat material with sufficient water to produce a
plastic-~o Dampen brown coat evenly before applying finish coat. Apply
fin,sh coat to each entire elevation without showing laps or joinings. Ovc~
night joinings at expansion joints or internal corners., Dampen with water
as necessary to prevent too rapid drying. Total thickness of all coats of
plaster shall be 7/8" minimumo
Note that exposed exterior surfaces of Tilt-Up concrete walls are to receive
a dash coat of stucco to produce a medium san., ~'::~, .~" Treat exterior
surfaces of concrete to receive th!s finish with roller-opplication of
'Plaster Weld~ Bondinc Acent prior to application of Dash Coate
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IATHING AND PIASTERING
Section 21 Page 3
FINISH FLOOR COVERINGS
SECTION 22
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SECTION 22 - FINISH FLOOR COVERINGS
22-01 SCOPE: Furnish anc install all finish floor coverings as shown on the
drawings and Finish Schedule.
22-02 REFERENCES:The published recommendations of the materials manufacturers shall
be considered an integral part of these specifications as if they were repeate
herein.
22-03 St~~LF.S~ Shall be submitted.
2~-04 Iv'ATERIALS:
a~ Resilient Tile Floors:
Floor Tile: Armstrong Cork Co.. Vinyl-J\sbestos 9"x9''xl/8'' thick,. 'Excelon ,. or
equal, colors as selected by the Architect
Base: Burke Rubber Company 4" high rubber topset, or approved equal, colors
except white, as selected by the Architect. Pre-formed internal and external
corners.
Stair Treads: Burke Rubber Company, shaped as shown on the drawings, with
reinforced wear edge and black safety inset.
Adhesive~; As recommended by the manufacturers of fleor tile and base.
'--,
Crack Filler: Armstrong Number 1~0.
22-05
INSPECTla~: Thoroughly inspect all surfaces to which tile or base is to be
applied. Repcrt to the Architect any such surfaces found to be defective.
Starting application of tile or base ~ill be considered acceptance of the
surfaces involved.
22-06 n~STALLP.TION:
Layout: Establish all joints parallel to the main axis of each room or space,
starting at center lines in both directions for joints or center of tiles as
required to avoid the use of tile less than half width at the borders.
Floor Tile: Sub-floors shall be clean and dry, free of defects and bond-
reducing coatings. Apply adhesive and lay tile in strict accordance with the
manufacturer's recommendations. Tile is not required under fixed floor cases
and cabinets having covered fronts and integral bottoms. Remove all excess
adhesive from surfaces of tile and other surfaces.
~: Complete floor tile installation before applying base. Install on all
walls so indicated and on fronts, toe spaces and finished backs and ends of
cabinets. ~~intain top edge at true horizontal line. Closely butt end joints,
top edge and faces flush. Remove all excess adhesive.
c
FINISH FLOeR COVERINGS'
Section 22 Page 1
Stair Treads: Apply in full conformcnce with the manufacturer's recommendat-
ion
22-07 DEFECTIVE WORK: Tile out of square, varying in dimension or color, cracked
broken, defaced, pitted or soft-surfaced, or containing foreign matter will
be considered defective ~terial.
Material bleeding, loosening or curling, inaccurate alignment or mismatching
will be considered as defective workmanship. Remove and replace all such
defective work at no additional cost to the Owner.
22-08 CLE/J~-UP: After work is othe~ise complete, mop and scrub floors clean,
free of dirt, excessive adhesive and foreign matter. Remove from the site
all debris and waste resulting from the work under this Section. Provide
and maintain adequate protection of floor tile by covering with clean
sheathing paper, or similar approved means until floors ore waxed.
22-09 \li.XING: Prior to completion of the building and when so directed by the
J~chitect, remove protective coverings and reclean floors and base, removing
all dust and dirt. See Special Conditions, Section 3, for waxing.
22-10 SIMPLES: Upon completion of the project the Owner shall be provided with
all tile that are not laic, and in any event shall be provided with two (2)
percent of each color used upon the project for his own privnte use in
repair and/or maintainence.
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22-11 GWJU~~TEE: Furnish to the Owner a written guarantee cgninst defects in
material end workmanship, including tile, bose and stair tread, loosening
and coming up, for two (2) years after the date of acceptance of the work
by the Owner.
FnUSH FLOOR COVERINGS
Section 22 Page 2
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ACOUSTIC & INSULATION
SECTION 23
SECTION 23' - ACOUSTIC & INSULLATION
23-01 SCOPE: Furnish and install acoustic and sound and thermal insullation as
.~ shown on the drawings and called for herein.
23-02 REFERENCES: The standard specificat1c~s of the,reenufacturers of items speci-
fied shaTT be incorporated herein by reference.
23-03 MATERIALS:
a. Ceiling Tile: 1.rmstrong~CL'2sSit:f Cushiontona fiber tile.. or approved equa:'
Stnnda!,r: facto,=y ~:;:i t'e. ::~:::!. :'.s~: > 'I;OI:SCr ~ ~:.' ''J'';~", 1/2:r thick, 12 "x24': ~cored I:,
aquaro., flame'sp:;:cud rating 225 or less'per l.rt.. 42, 'TiUe 1", Cclif. :~d. Cod€.
b.. O;nit"
c. Trim: Standard aco~.tical tile trim of white plastic.
d. Sound I;1su1ation, Board: Kaiser 'F1rteX", 1/2" thick', or approved equnl.
e. Thermal Insulation: Johns..Hanville "Ful..,Thikt Spinslilation, 3-7/8:1 thickl
Ro13. (See'Secllin 13 for rigid roof insulation at concrete roof)
23-04 INSTALLATION
a.
Acoustical l1aterial Tile: In strict accordance with the manufacturer's recomm-
endations and as shown on the drawings, with approved staples at 6" max. o.c.
"-'
Provide Owner with 2% of the number of tiles used at the completion of the
installation.
b.
Sound Insulation Board: In strict accordance with the manufacturer's recomm-
endations.
c.
Thermal Insulation: In strict accordance with the manufacturer's recommendatio:
with vapor barrier down, section closely butted at ends and sides over ceiling
stripping and between ceiling joists over all enclosed building areas.
lx4 stripping for acoustic tile to be furnished and installed by Acoustic
Tile Contractor
ACOUSTIC & INSULATION
Section 23 Page 1
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HARD HARE
SECTION 24
SECTION 24 - HARDv~E
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24-01 STANDARDS: The following standards shall govern all parts of the work unless
modified--herein and all references to standard specifications shall mean the
latest edition.
a. Finishes: U.S. Department of Commerce Standard Designations.
24-02 HORK EXCLUDED:
a. Rough Hardware specified in Miscellaneous Metal Section.
b. Toilet Partitions hardware specified separately.
c. Metal sash hardware, window screens, specified separately.
d. Cabinet hardware specified in Cabin etwork Section.
e. Holse reel cabinets, Fire extinguisher cabinets specified in Building Special-
ties Section.
f. Jail Hardware .pe~ified in Jail Equipment Section 26. (Groups prefaced with J.
g.
h.
"W-
24-03 GENERAL REGUI~lENTS:
a. Each unit of hardware shall be delivered at the time required and identified
according to approved hardware schedule so as not to delay or interupt the
work. Hardware shall be delivered in original labeled packages, and properly
protected until installation.
b. Cooperate with other trades and deliver all templates, lock reinforcing units
and template hardware for factory application as required.
c. While the Hardware Schedule is intended to cover all units and establish a
type and standard of quality, it shall be the specific duty and responsibility
of the finish hardware supplier to examine the plans and specifications. If
there are any discre~ancies in hardware groups, the Architect shall be noti-
fied prior to bid opening for his clarification.
d. This Contractor shall submit copies of the proposed hardware schedule to the
Architect for review as required or established at the pre-construction con-
ference. The groups shall be identified with the identical numbers used in
these specifications. If the main groupo are required to be sub-divided into
sub-groups, the method of identifying these sub-groups shall be pre-fixed by
the number of the master group to which they are related (eg. 4A, 4B, 4C, etc.)
If substitutions are requested for any item as scheduled, the original item
shall be stated together with the proposed substitution, listing name of manu-
facturer as well as item number.
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HARDHP.RE
Section 24 Page 1
e. All hardware shall comply with applicable code requirements.
~
f. Keying Requirements: Unless otherwise indicated all locks shall be grand-mast~
keyede All keying shall be as directed by the Architect. The bid sum shall
indicate the unit price for supplying additional keys for each lock but only
three keys per lock shall be actually furnished. with six master keys for eac~
master key set and six grand-master keys. All keying shall be done by the loe
manufacturer as directed by the Owner.
g. Owing to the requirements of matching the existing locking devices, no substi-
tutions of locking devices will be permitted. This provision does not extend
to include other hardware, such as hinges, etc.
h. Temporary keying or construction security system shall be subject to the Con-
tractor's option and responsibility. Permanent keys shall not be used during
ccostruction except by the Owner at his sole discretion.
24-04 FABRICLTION AND INSTALLATION
Finishes
Typical
;..Jet Areas
Butts & Hinges
Lock Sets
Push & Pull Plates
Door Stops and Holders
Door Closers
Flush Bolts
US 26D
US 28
US 28
US 26 D
Sprayed Aluminum
US 26 D
US 26
US 26
US 26
us 26
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a. Fastenings: Finish hardware shall be furnished with all necessary screws, bolt:
or other fastenings of suitable size and type to secure the hardware in positi(
Fastenings shall match the hardware in material and finish. These fastenings
shall be furnished where necessary with expansion shields, sex bolts, toggle
bolts, or other approved anchors according to the material to which it is app-
lied and as recommended by the manufa(turer. All hardware fastened to concret(
shall be furnished with machine screws and tampins. Exposed fastenings shall
be Phillips head type.
b. Template Hardware: All hardware applied to metal doors or jambs shall be made
to template and secured by machine screws.
c. Locksets shall have a steel cylindrical case. Unless otherwise specified, all
interior parts of the locks shall be made of steel and zinc-dicrxomste plating,
All locksets shall have a back-set of 2-3/4". Lock bolts and strikes shall be
supplied to conform to the radius of the edges of doors or frames.
d. Strikes shall have extended lips where required to protect trim from being
marred by latch bolt. Wrought ~ox strikes shall be furnished on all locks,
latches and deadlocks. All cylinders shall have 6 pins.
e. Design of 10cksets shall ~e Schlage Loc~ Company 'JLunaH
f. Push Plates and Door Pulls: Furnish. B...096 - 3-1/2" x IS" push plates and door
pulls as required. Both push and pull plates shall be cut for cylinder and
thumb turn as required. Furnish two push plates for each leaf of double-
HARDHARE
~ Section 24 Page 2
acting doors.
g. Door Closers: Full rack and pinion. cast iron. with adjustable regulation
for closing and latching speed, back check and spring power. All closers
to be of one manufacturer, mounted for 180 degrees swing wherever possible.
...,
Door Closers: leN Type Smoothee Series 4014
Door Width
Exterior
2'2" - 2'7"
2'8" _ 3'1"
3'~~ .. 3'7"
4013
4014
4015
In terior
4012
4013
4014
Closers on reverse bevel doors shall have parallel arms and closers on doors
subject to extreme drafts shall be one size larger than listed above.
h. Door Stop~: Solid brass or bronze, Glynn-Johnson FB13 or FB14 Dome type to
suit conditions.
i. Door Stops and Holder~: Solid brass or bronze, Glynn-Johnson W43 series
except F40 series with strikes of suitable height where conditions will not
permit W43.
j..
Silencers: All doors with metal frames shall have Glynn-Johnson 64 door
silencers installed in the stop of frame. Provide three at single doors,
two at pairs of doors, omit at labeled doors.
#~,
k. Kick Plates: Unless otherwise indicated. to be as follows: <bevel 3 sides)
',,-,
16ga., size 10" high by 1-1/2" less than door width for single doors.
l6ga.., size 10" high by 1" less than door width for pairs of doors
1.
Catalogue numbers referred to in the following list taken from the following
manufactuer's catalogs:
Butts & Hinges.....~..Dn..............
Locksets P..........oo.................
Push & Pull Plates ..0....0......0...
Door Stops and Holde~$,.............o
Panic Bolts ..........................
Cabinet Catches,.....................
Door Closers ........................
Flush Bolts and Dust-Proof st~ikes ..
Cabinet locks ......................0
Cabinet Pulls and name ,plates ......0
Door Signs ...........~.............
McKinney
Schlage Lock Co.
Peabody Co.
Glynn-Johnson
Vonnegut Hardware
Glynn-Johnson
leN Closers, Inc.
H.B. Ives
Schlage Lock Co.
Builders Brass Works
Builders Brass Works
m. Note that Door Numbe~ 5, Hardware Group 2, is to be fitted with an electric
latch release and 968 Regular Pusher, to be operated from the Counter
location in room A-29, as directed by the Architect~
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HARDWARE
Section 24 Page 3
GROUP 111
Ea. single door tQ have:
-
1 Cylinder Lock QOO l-1/4x
Q78 Ring US 26D
Balance of hardware by door mfro
GROUP 113
Ea~ single door to have:
1-1/2 pro butts
1 lock
1 door stop
g!Q..UP~
2714
D J'- F.D
Ea. single door to have:
1-1/2 pre butts
1 latch
1 door stop
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GROUP 1n
1-1/2
1
1
1
1
GROUP 1F9
Ea. door to have:
pro butts
lock
door stop
door closer
kick plate
2714
D 10 S
A 2714
D 82 PD
Ea. single door to have:
1-1/2
1
1
1
1
'-
pr., butts
lock
door stop
door closer
kick plate
A 2714
D 40 S
GROUP 1n
---
1-1/2
1
1
1
1
1
GROUP 1F4
1-1/2
1
1
1
1
GROUP 116
1-1/2
1
1
1
1
1
GROUP 1FP,.
Ea. Single door to have:
pro butts
lock
door stop
door closer
kick plate
threshold, exterior
only, as detailed~
A 2714
D 51 PD
doors
Ea. single door to have:
pro butts
latch
door stop
door closer HO
kick plate
A 2714
D 10 S
Ea. single door to have:
pre butts
door stop
door closer
kick plate
push plate
pull plate
A 2714
~'::.-'
Ea. door to have:
2 ,",pair butts 2714
1 lock D 51 PD
1 door stop
1 door holder
1 bolt B 280
1 kick plate
GROUP 1F10
--
1-1/2
1
1
1
1
Ea. single door to have:
pre butts
lock
door stop
door closer
kick plate
A 2714
D 80 PD
HARDWARE
Section 24 Page 4
GROUP .f/:ll
GROUP .f/:12 OMIT
-
Eo. pair coors to hove~
Group .f/:13 OMIT
""-
3
1
2
2
1
pair butts
lock
c'oor stops
exto flush
Thresho1c1
2714
D 51 PD x 953 strike
bolts, 258 B 1211
GROUP .ffl4
GROUP .f/:1S
Eo. '~oor to hove:
Eo. pair sli~in~ :oors:
I
pair hin~es
lock
SC 705
D 10 S
2 Grant 6090, eo. coor plus
6001 track as requirec~..
1
(This ~roup calle-~ for on Roof
Plan, Sheet 11.-4, for 1/2" plyw' ..'~
c~oors in '~ttic Stops)
(This ~roup to ~o on Doors
C-l;C-2;C-3; & C-4:)
GROUP .ffl6
Ea. p.nir ('oo:!:'s to hove:
2 pair butts
1 lock B 251 PD x 953 strike
1 int. flush bol t x 6"
'~"
ADDENDUM:
Door #22~ Police Chief's Office, to have Hardware Group 5.
Omit Door 56.
ROOM DESIGN!~TIONS:
--
Provice 441-1/2 PR si2nas to reac os follows,
of each unless note~:
MEN: WOMEN: CHIEF OF POLICE: INTERRCGATIONI:;(2 req'd): CONFERENCE (2 req'~'):
DETECTIVES: UTILITY ROOM: PROPERTY STORAGE ROOM: SHERIFF'S OFFICE:
PATROL OFFICE: SQU/J) LOCKER ROOM: POLICEWOMEN: LABORATORY:
RADIO & TELEPHONE ROOM: GUN STORAGE ROOM: RING BELL FOR SERVICE (2 req' :');
FIRE EXTINGUISHER (2 req'(1):
These si2nS to be ac~hesively mounte,~, as ('iJ:'ecter~ by the Architect, to
coor surfaces. (Buil~ers Bross Works si3US)
EXTERIOR HINGES: All exterior outswin~in~ coors to hove soli ~ bronze butts
with non-removeable pins when the c~oor is closec", Size to be c~eterminec~ as
follows:
1-3/.~" thick, up to 3 '4'1 lyic~e _ 4-1/21ix.4..1/2f1
1-3/4" thick.. oVPx 3 '4" wi'e .. 5" xSfI
",,~
U1'...RD\..1f.RE
Section 2l~ Pa~e 5
PAINTING
SEc'neoN 25
SECTION 25 - PAINTING
25-01 SCOPE: This Section covers Painting complete.
---
"'-'"
25-02 STANDARDS: The following standards shall govern all parts of the work unless
modified herein and all references to Standard Specifications shall mean the
latest edition.
a. Standard Specifications of the Painting and Decorating Contractors of America,
b. Regulations of the State Industrial Accident Ccmmission and local ordinances.
c. Recommended practices of the Local Joint Labor Council.
d. Published standards of the manufacturer of the product.
25-03 WORK EXCLUDED:
a. Shop Priming of ferrous me~els specified in Miscellaneous Metals Section.
b. Finishing of dry wall construction specified in Carpentry and Millwork SectioL
c. Finishing of Cabinets specified in Cabinetwork Section.
25-03 GENERAL REQUIl~NTS:
a. Maintain interior building heat at 70F for a period of 10 days prior to appli-
cation of paint as stated in General Conditions.
'~~
b. All materials shall be stored and mixed in ventilated areas as directed by the
Architect. All empty containers, waste and rage shall be removed from the
premises overnight.
c. Protect all floors, equipment, etc., and work of other trades by use of drop
cloths, etc. This Contractor shall be responsible for any damage caused by
these operations.
d. Unsatisfactory work shall be replaced at this Contractor's expense.
e. Material shall be of brands specified or approved and delivered in original
containers with unbroken seals and carrying labels identifying manufacturer
and grade of product.
f. All surfaces shall ~~"" examined prior to commencement of work and any defects
shall be reported to the Architect in writing. This Contractor shall be res-
ponsible for any resultant damage caused by defects not so reported.
g. All wood shall be back-primed before being installed against concrete.
h. The manufacturer of the product shall furnish general supervision and periodic
inspections at the site to insure correct use and application of materials.
PAINTING
Section 25 Page 1
'-'
25-04 APPLICATION:
~
'-'
a. All surfaces required to be painted shall be prepared according to the stan-
dard specifications to achieve their proper condition to accept and assure
the adhesion and proper functioning of the coating specified.
b. Methods of application shall be according to the recommendations of the Local
Juint Labor Committees and the standard specifications.
c. Temperature for exteri':~r application shall not be less than 40F and in comple!
acco~d with manufacturer's recommendations.
d. Color of individual coats shall vary sufficiently to distinguish between
coa ts .
e. Paint applications shall not be made when moisture content of surfaces exceed:
18%. i10isture test shall be made with a :-leston Noisture Neter or equal device
f. Natural wood finish shall be sanded between coats.
g. Thickness of paint coats shall be not less than 1 to 1-1/2 mils per coat.
Total thickness of undercoat and finish coat shall be not less than 2 to 3 mil
when measured on a B.C. Ames micrometer, or equal device.
h. The following surfaces shall not be painted:
':f;'**'!<.,
1. Acoustical tile.
2. Natural finish non-ferrous metals, including aluminum, stainless steel,
white zinc alloy, bronze, etc.
3. Factory finished equipment and surfaces.
4. Unexposed concrete (and plaster) surfaces.
5. Surfaces noted "unfinished".
6. Ceramic and glazed surfaces.
'~'
i. All semi-gloss or eggshell finishes on wallboard shall be stipple finish.
Degree of semi-gloss shall be subject to Architect's approval.
j. All sealers shall be color tinted to correspond with finish colors.
k. Paint exposed mechanical and electrical equipment, pipes, ducts, conduits,
and wall registers, except where the equipment is provided with a baked-on
enamel factory finish. Coordinate and cooperate with other trades to insure
the function of moving parts is not impaired or equipment is not damaged by
paint application.
1. Paint semi-visible portions of work and items behind registers, ~rilles,
screened vents, etc. (inside of duct, etc.) with a prime coat of flat black.
m. Upon completion of the work, remove all surplus materials and rubbish and
clean all spots resulting from this work, from all parts of the work.
25-05 PAINT M?~UFACTURERS:
a. The following manufacturers' paints are acceptable for use in the work. These
-
''"-'
PAINTING
Section 25 Page 2
products shall be of the highest quality and grade by each manufact\'~~r:
.......,
W"P. Fuller Co.
Du Pont
The Glidden Co.
Sherwin-Williams
Fratt & Lambert
National Lead Co.
OtBrien Corporation
Pittsburgh Paint Co.
b" Requests for substitutions of manufacturers not listed herein shall be
accompanied by t~st reports from an approved commercial testing laboratory)
at the Contractor~s expense, showing equality in ,reather. hardness~ wash...
ability. gloss and color retention. flow, hiding, flexability, non-yel10wingt
and general original appearance. These tests shall be conducted according
to proceedures set fo~th in Federal Specification TT-P-141 o~ ASTM SpeciEi-
cations<t
c~ All materials shall be the product of one manufacturer as far as possib1e~
25...06 COLOR SCl!EDL'IZ AND SANPLES:
- -
a. A color schedule will be provided by the Arch!qr~&ct-,'designati.ng colors for
all areaSe All colors and tints shall be standard factory tintso The
number of colors per room will not exceed 2c
be Samples, 8" x 12", shall be submitted, as required, before commencing the
work.
25-07 MATERIAL SCHEDULE: Material, trade names, and numbers are those of '-1"P..
~- Fuller Company, unless otherwise noted..
"-' Spec. iF Type of Surface Finish Coa t IF Material
,
~.!xterior
l-E Concrete Block flat 1 -916 Trimer & Sealer
2 ,- '. 7200 Exterior Masonry
.":1 flat Acrylic
. .
2-E Wood flat 1 7098 Primer
2 & 3 7080 Flat Acrylic
3-E Metal (Shop Primed) Semi-Gloss 1 Metal Primer Touch-
Up
2 & 3 7500 Iso-Exterio~
4-E Metal (Galvanized) Semi-Gloss I 7747 Zinc Oxide Primer
2 & 3 7500 Iso-Exterior
5-E Ce'11ent Plaster, TilL- Flat. 1 & 2 7200 Exterior Masonry
Up ~cn,e::x,et,e. wi dash coat! Flat Acrylic
Concrete Fdn. Etc('
6-E Parking Striping 1 6600 Traffic Finish
(Alternate 2~ 3)
- PAINTING
'-' Section 25 Page 3
b. Interior
------
-2p'ec. IF
~
Mater.ial
-
""i:'''..'..'<..
Type of Surface
Metal (Ferrous)
tJnprimed
Metal (Ferrous)
Un~:rimed
Metal (Gal v.)
~
1-1
2-1
3-1
4-1
Doors, Trim, Etc
7086 (Thin 10%)
7086
5-1
D~ors, Trim, Etc.
Wet, A:'7~RI'I\"
" .
Finish
Gloss
Semi-Gloss
Clear Satin
Gloss
Coat IF
1
2 & 3
1
2 & 3
1
2 & 3
1
2
3
1
2 & 3
5037 Chex Rust Primer
7900 Gloss
5037 Chex Rust Primer.
7093 Semi-Gloss
7084 PVA Sealer
Match Adic surfaces
,
7Q96 Und~rcoa t
7096 & 7900 mix
7900 Gloss
6..1
Wood, Utility
Shel"'ing, Etc.
7...1
Gloss
Plywood & gyp. ~do';" Eggshell
wainscots, etc.
8-1
Gypsum Board,
Ceil ings , Etco
~"".
9_1
Concrete Block
10-1
Concrete, Tilt-up
and guni tedo
Stipple Flat
Eggshell
Semi..Gloss
I
2
1
2
3
1
2
1
2
3
1
2
Pigmented Stain
7087 Gloss
7096 Undercoat
7096 & 7094 mix
7094 Eg,ashell
7084 PVA Sealer
7990
...........
7095 Primer & Sealer
7096 Undercoat
7094 Eggshell
Background color and
sealer~ combined.
Zolotone_
25-08 VINYL FABRICt Where indicated on the finish schedule as a wainscot material
vinyl fabriC sl'-.all be Wall...Tex Co.. Satinesque ftLoomaft, or approved equale
Apply in strict accordance with manufacturerts recommendations using adhesive
recommended by manufacturer.
25-09 INSTALLATION:
1. All exposed interior concrete and gunited walls shall be t~eated with a
zinc s\t~phate solution of 4 lbs. of zinc sulphate per gallon of water prior
to being pa1~'ed, and this treatment shall be allo"~d to completely dry
prior to the appl ication of Zolot:ol1e backg1."o'.lnd color.
\~~
PAINTING
Section 25 Page 4
JAIL EQUIPMENT
SECTION 26
,#,*,;''1!'%.
'~ SECTION 26 - JAIL EQUIP~~
25..,{1.;). SCOPE:
-~........,..,... ....
This Section covers Jail equipment complete.
26-02 ;~OlU< EXCLUDED:
(a) Connections to all equipment and fittings, rooughing-in,
valvee, traps, etc., for all plumbing, heating and venti-
lating, and electrical wo~k not a standard integral part
of the equipment, specified i~ their reopect.iv~ Sections.
(b) Equipment listed ~n S'pecial Conditions, paragraph "NnI.C.
equipment" under contract status PP, PC, or PCE.
26-03 QtU.LIFlCATla~S:
l~ All bidders of Jail equipment shall be required to meet a
qualification test, to the satisfaction of the Architect, and shall
obtain written proof of the Architect's approval at least 3 (three)
days prior to the date set for bid opening. Failure to obt~in this
approvol shall disqualify a biddere
'-
2~ The qualification test shall consist solely of ?roving ability to
fur nish and install jail equipment me~ting the requirements of the
California State Department of Corrections, and verification will
be required of the installation, within the last ten years, of
similar equipment within the State of California that has been
accepted and approved by the authority having jurisdiction.
26-04 GENERJ~ RE~UL~rlliNTS:
lQ All material and equipment to be of first class material and
construction, and to include all ,york and materials in accordance
with the requirements of the National Electrical Code and any other
local codes which may govern the requirements of the installation.
In all cases where a device or part of the equipment is mentioned,
su ch reference shall apply to as many such devices as are required
to complete the installation.
2. Shop Jrawin~s showing the complete method of inotallation,
thicl<ness and fabrication of mater.ials and equipment and brochures
picturing and clepicting the manufacturer9s equipment shall be sub-
mitted ia quadruplicated for approval to the Architect.
,......"
3n E}ectrical Services and equipment necessary for the proper
operation of the equipment shall be provided, installed, and
connected. t~irine, conduits, ducts boxes, troughs, fittings, etc.
shall be of the sizes necessary and of materials specified for the
respective building services to which they are conn~cted and shall
comply with the requirements of the National Electrical Code and
shall bear the Under'-n:iters' Laborator.i,~s Label.
'-"
Section 26
Poge I
c~:;.'"
4. Mechanical Services and equipment necessary for proper operation
of the equipment shall be provided within the equipment and be in-
stalled in a manner to provide easy accessibility, within the
security requirements, reedy to connect to the respective building
se rvices with~n the room where indicated or directed. Piping,
fittings, and wiring, unless specified otherwise hereinafter, shall
be of sizes indicated or necessary, and of materials similar to
those specified for the respective building services to which they
are to be connected. Fittings and accessories shall be approved and
of the manufacturer's standard types.
'-"
5~ Equipment requirin~ a diff~t water or electric curre~, or
ventilating arrangement, or any other modification to suit conditions
exist ing at the building, shall be so modified or adjusted so ~hat
when completed the entire equipment shall be in complete and satis-
factory operating condition.
6. Protect all articles to avoid damage during the progress of the
work bY--the use of cl;th; paper, wood ba~riers and crates, etc., as
direct ed. Fixtures or built-in work shall not be used for recept-
acles or for cleaning.
7.. Neasurement for manufactured articles are approximate only.
The Contractor shall verify all dimensions at the project before pro-
ceeding with manufacture of equipment.
c
80 Finish: Each article hereinafter specified shall be a fully
fin! shed piece or unit in itself and shall require no additional
finish, except paint, where specified, after installation.
9. ~~tured eQl1ipme~ shall be approved prior to installation,
and Contractor shall submit, in required numbers, for approval, a
portfolio with full description of the fixtures and materials which
the Contractor proposes to use, before they are installed.
10. Guarantee: shall be given ~,ner, in writing, signed by sub-
Contractor~ co-signed by General Contractor, that the apparatus
installed under these specifications shall be first class in every
respect, and that any defects not due to improper use, which develop
with in one year from date of filing Notice of Completion, will be
repaired according to Section, General Conditions, paragraph '~uar-
antee" .
ll..
Operation and Testing: After final connections of services and
comp1e tion of the installation by the Contractor, the equipment
shall be tested and certified by a qualified service engineer of the
manufact~~cr.. hll adjustments shall be made as are necessary to
place t~e equipment in full and satisfactory operating condition.
#,,:,1""
Section 26
Page 2
""""'"
/7:(1;'-~,
'~
12. Substitutions: In addition to conditions stated in the General
Conditions ef the Specifications, makes ef equipment or metheds of
constructions will not be acceptable by reason of similar appearance,
finish, capacity, or meter size only, but each item must equal the
specified perfermance, design, werkmanship and facility ef mainten-
ence. h11 tests and additional information required to' preve to the
hrchitect the equality ef any substitution shall be supplied at the
Centractor's expense.
13. ~-eperation with Other Trades: The Jail Equipment Contractor
shall cut all necessary heles in steel plate work furnished by him
for installation of plumbing, heating and ventilating, wiring. Such
heles shall be cut in accordance with templates or detail drawings
which shall be furnished to the Jail Equipment Contracter prier to
fabricatien and installation of such plate er steel work. In the
event that field cutting of Jail Equipment l~ork shall be required
becau se ef the default ef any contractor to supply such templates
and/or detail drawings in sufficient time fer the Jail Equipment
Con tractor to cut such holes at his factory, the cost ef the field
cutting shall be borne by the Contracter requiring the cutting.
,-
'-'
14. Placement of Embedded r~teria1s: Jail Equipment Contracter
shall deliver all steel and metal members and materials which are to'
be embedded in concrete walls, ceilings, and floers, including but
not 11 m1ted to', foet and head anchoranges for cell-front and
grille construction, door frames, channel or angle iron partition
and wall jambs and lintels, anchor plates for bunks, coat heoks,
mirrors, observation panels, ledge angles, ancher bolts, etc. These
items shall be set in place befere concrete is placed by General
Contractor under the direction of Jail Equipment Contractor, whO'
shall furnish complete and accurate detail drawings for all such items.
26-05 MhTERIt.LS hND E~UIPHEl~T:
1. Grille Cell Fronts, Corridor \~alls, and Partitions:
S~lln<:lllrd mU~ staal_ oonforming ,to' ,M;':"M Au15-58T and l'.30S..56T in
r " .
eert:J1J e~ ccr~on content, duc~ability, etc" for Intermediate Grade.
Constructed with 7/C1: diameter ribbed jail bars net over 411
centers, vertically, passing through herizenta1 flat bars 2-1/4" x
3/3n spaced net more than 1211 centers.
Tep, bettem, ane side members shall be of same size as flat
herizonta1 bars.
Lt each peint ef intersectien where vertical bars pass threugh
flat horizenta1 bar, the vertical bar shall be netched the thickness
ef the herizenta1 bar and retated 90 degrees to ferm a pesitive leck
jeint.
r
'-'
Section 26
Page 3
-
:fuere flat bars intersect with side members, doer jambs, er
othe r construction, they shall be securely welded in manner pre-
scr ibed by the j,merican He1ding Society. 1..11 ebjectienable burrs
shall be removed from weld metal.
Vertical frame members shall extend de~n to' structural concrete
and be anchered in an approved manner. Bettom frame member shall
finish appreximately 3" above finish floor. Hhere grille sections
are 31_OU or more in width, extend each 5th. er 6th.. vertical bar
throu gh bottom herizontal member to' structural cencrete floor and
previde with suitable feot plate fer anchoring.
G~i1le Doors:
(a) Hinged Dc~: Hhere swinging grille doers eccur in grille
sections they shall be censtructed ef the same sizes and
kind ef mater-ial as the grille sections.. On cell side ef
deer jambs provide deer step ef 3/8" x l-l/2" flat bar
welded to jamb full height ef epening on both sidesA
Previde strike on lock side and proper space for leck and
leck plate specified under hardware. Hhe4e called for
previde foed pass on cell doers as shotm on details.
--
(b) Slidin~ Grille Doers: ~'lliere sliding grille doers eccur in
grille sections they shall be censtructed ef the same sizes
and kinds ef material as the grille sections. Each deer
shall be hung on two steel re1lers So' engaged to a track
that door cannet be lifted eff er pulled from alignment.
Guides shall be previded at bottom. A tamper-proef heusing
shall be previded abeve each door opening cevering the the
reller and track assemble and shall be constructed as
sho~n en the dratdngs..
(c) H~nRed Grille Doers in Concrete \~alls: Constructed similar
t; grille doers in grille sections except doors shall be
provided with channel iron frames, stops as detailed,
security hinges secured to jambs and doers as called for
by Door Schedule and Hardt..are Section.
Hclll"-.Vctal Deers:
''-"
Flush type, appreximate1y l-3/4" thick for deers requiring jail
type locks and hinges. Edges at tep and sides shall be finish flush.
Top and bottom edges shall have continueus stiffener channels welded
to euter shells. Doers shall be mertised, accurately cut, sinkages
provided and be reinferced, drilled and tapped as required fer the
proper application ef jail equipment and hardware. Doers shall have
net more than 1/8'1 clearance at jambs and head, and shall the proper
bevel at lock and hinge edge ef deors to' eperate witheut bevelling.
All flush type deers shall be insulated to reduce metallic ring as
Section 26
Page 4
'-"
follot-1s: deors to be reinforced with channels spaced 4fl centers
shall have the spaces between the channels and between the euter
shells cemp1ete1y filled with compressed cork. Doers required to
have a Fire Resisting Label shall have a seund deadening material
that will not affect the Fire Rating.
DoorR with jail 1ecks: Flush type, constructed of 14 gauge
steel, reinforced with formed er hot re11ed steel sections not less
than 1/S11 thick extending full height ef deer and spaced net ever
4u centers, spot we1ded~ vertically, 3" centern.
Tops, bottems and edges of deors shall have ccnt.inueus stiffener
channels of net less than l/3" th:lclmess spot welded to' euter shells
3'1 centers. Prevlde filler channel at doer top.
The euter edges shall be returned at the edges to' a close fit
and the seam tac~ welded net ever 3" centers and welds ground smeeth.
The stiffener channel on the leck edge of doer shall not be cut,
except to' al1ew fer the passage ef the leek bolt. The jail type lock
shall be set between the legs ef the stiffener channels.
On swinging deors the reinforcement fer the pulls shall consist
ef a steel bar 3/8:1 X 2'; wide x lOll long.
fff"'if:i"'"
Pockets for Jail type locks: previde pocket in each deor where
mertise locl~s are used. The detention side ef pocl~ets shall have
net less than 3/16" thick steel plate to protect the 1ecl~. Pre-
vision shall be made in the pecket so that the leck cannet be remeved
frem the door when the lock belt ef the 1eck is in the locked position.
The steel F'~tection plate shall cover the epening and extend at
least 3/411 en all edges beyond the epening~ The detention side shall
be flush. The 1ecl~ shall be secured to the deer according to' details
of leek manufacturer.
'-'
Reinforcins;: The reinforcing channel for mC'Tt!se buttS' shall be
set back the thickness ef the butts, and the space between the channel
and the edge of the doer shall be filled solid steel strips between
the butts. The back of reinfercing channel shall be further reinferced
where butts occur, with No.9 guane steel~ 9'1 long, ,;.ze1ded to channel.
Door checlc reinforcement shall be 12 guage channel type, 3-1/2;; deep
x 14" long.
Certain hellow metal deors are to' be equipped with glass panels
eX' wickets.
Glass panel inserts shall be secured in place by steel meldings
fast~ned with spanner head security screws, glass and glazing shall
be as specified under Glass & Glazing Section ef this Specification.
Hickets, where called for, shall be either hinged er sliding, as
I""""
~
Section 26
Page 5
if~1':''''
'-"
as shown on the drawings, furnished with appropriate hardward and
fittings to insure simple and tamper-preef eperation.
Hardware Application: All hardware items mentioned below shall
be shipped prepaid to' the doer manufacturer fer factory app1icatien:
Jail type locks
Lock Pretection Plates
Security Screws
Jail Doer Pulls
Ja 11 Hinges
Reinforce deors fer surface items such as surface and semi-
concealed closers, deer checks or operators, deer steps, etc.
Doer Frames:
Beth Steel Plate and Steel Grille Doer frames, channel iron
construction, bent plate, er ether detail for hinged, er swinging
doors shall be furnished at the jeb site by Jail Equipment Contracter
and set in place by the General Centractor.
Doer frames shall be constructed as per detailed drawings and
Doer Schedule. Previde fer all lecks, strikes, hinges, er other
hardware which is to be attached to' the door frames.
'~
I~ey Cabinets and Gun Lecl<:ers:
Key Cabinets: (Fo13er Adam Type NO'.
on plans, to be hung on inserts as detailed.
er equal) where shewn
Cabinet shall be constructed ef net less than 10 guage pressed
steel and to the size and dimensiens she~n. Equip with Adam jail
hinges, or equal, and Adam NO'. 82 jail 1eck, er equal.
Gun Locl<:ers:
Shall be as manufacturered by Diebold Inc. Safe Co'. or equal.
~sitors Boeths with Glass Partitions:
Pre-fabricate ceunter and glass partition assembly as sho'~ on
the drawings. All welding, cut er miter jeints to be made smooth,
level and clean on the finished jeb.
Electric wiring, slass and glazing specified under their res-
pective Sections ef this Specificatien.
,..-
Section 26
Page 6
'-'"
Prison Hardware:
-
All doorR? sliding, er hinged, shall be equipped with hardware
especially made for jail useft hl1 such items as hereinafter speci-
fied, sho\m o~ Herdware Schedule er on the drawings shall be these as
manfactured by Felger-Adam Co., Je1iet, Illinois, er their appreved
equal.
Keys: Locl,s to' be keyed as directed hereafter, each key to' be
not lessthan 4-1/2': in length, blade to be 7/8" wide x 5/3211 thick.
Handle to' be of eva1 shape to' properly fit hand, about 2-1/411 ~{ 1_1/3H
in size and separated frem key blade by 1/2" x 1-1/211 shank to provide
clear Bnce for efficer's hand. Entire key to' be made of heat-treated
pelished alley bronze with tensile strength ef net less than 90,000
peunds and Drinne1l hardness ef at least 170e Stamp each key with
num ber er letter as directed and furnish 3 keys fer each combination.
Jail Equipmt;nt Contractor shall submit "Keying Schedule" to' the
Architect fer appreval and shall deliver keys only to' an authorized
person, named by the Architect.
'-'
E1ectric-Nechanical Locl,s: Shall be ef the type and funetion as
called' fer on Deer Schedule and Hardware Schedule, or shown on draw-
ings. These 1ecks shall be as manufactured by Folger-Adam Ce., er
approved equal, and shall function to obtain the desired results of
doer epening and lecking with push buttons and signal lights lecated
as directed, with red and green light indicatien, in table-tep console
lecated as shown on the drawings. Conduit and wiring to' these 1ecks
by Elect-r.icc.l Con';;"~actc~, \Jho sholl olse be renponsiblc for, their
hClOk~tl?
Hin~es: Provide each swinging deor with Folger-Adam Co., or
approved equal, NO'. 5 or No. 4-1/2 jail hinges according teDO'er
and Hardware Schedules.
Hinges to be attached to' deors and doer frames with ceunter-
sunk rivets or jail security screws, and all hinges to be provided
with lubricatin3 grooves.
Lock Bolt Keepers: For each doer equipped with jail lock~
previde Folger-Adam Co., or appreved equal, size "A!:.
Doer Pulls: Shall have everall length 8-5/8 II hand 5-1/4"
clear anCe between grip and doer 1-1/2::. Polished Bronze or plated,
as directed.
Escutcheon~: Stainless steel, satin finish, eutside diameter 3",
thickness l/'Jf:, with 2 holes for attachment.
"-
Section 26
Page' 7
r
~
Lock Heunt ings: All ja i1 locl<s, as shotvn in Hardware Schedule,
shal1~e mounted in and pretected by FeIner-Adam Lock }leunting NO'.
368G for steel grill doors, NO'. 67CP fer steel doors, and No. 673T
fer hollow metal d~ors, or appreved equal.
~iding Deer Tracks: Adam No. 102 complete with heusing, track
and guide, and to nave neoprene bu~per step in housing to' p~event
hand injury when deer is epened.
Jail L~~: Folger-Adam, er appreved equal.
Jail Hardware Schedule
Group No. ':;..1
2
2
3
F.A.
F.A.
F.A.
F.A.
F.A.
F.A.
# 5IE Leck (Keyed beth sides)
'1:~ 1 Escutcheon
if 2 Deer Pull
~ 5 Ringes (Full S~rface)
Indicater Switch
J.~ 524 l-:in0e Pin Swi tch
'-
Group No. J-2 GUT
Group 1ft J- 3 GMIT
Group J-4
F .1~. 1ft 32 Lock
F .1.. If 678T Loci, Meunting
F.A. If 1 Escutcheon
F .1... f/: 2 Door Pull
F.A. if 102 Tract< & Guide Set (with housing)
Lockable View Pert Assembly wI F.A. #15 Lock (Keyed to'
"-
Section 26
Page ~
"-"
deer; F.A. # 1 Escutcheon; F.~. # 2 Deer Pull; F.A. # 4-1/2 Hingeo
Greup No. J-5
F .1.. # 36 Loclt
F .1:.. 1ft S68G Lock Nounting
2 - F.A. # 1 Escutcheon
2 - F.A. # 2 Deer Pulls
F.A. # 102 Track and Guide Set (wI heusing)
Leckab1e View Pert Assembly wI FeA. # 15 1eck (keyed
alike to' doer; F.A. # 1 Es~utcheon; F.A. # 2 Door Pull; F.A. # 4-1/2
!lings.
Group No. J-6
F .A. 1ft 32 Leck
F.A. # 368G Lock Meuntinz
F.A. # 1 Escutcheon
F.A. # 2 Doer. Pull
F .A. 1ft l02 Tracl< & Guide Set (wi heuf. 5"-3)
Greup NO'. .J- 7
'~"
F .1.. 1ft 15 Lock
F .1.. 1ft 1
F.A. !.~ 2
Escutcheon
Doer Pull
Group No. J-8
F .1.. If: 10 Lock
P .1.. if: 67GT LocL lv'CLr..~'ine
F.A. # 1 Escutcheon
F.A. # 2 Doer Pull
2 - p.A. # 5 Hinzes
Greup ~Jo. J-9
.........
F .A. If 62K Lecl,
F eA. 1ft 61ST Loclt Noun ting
3 - F.A. # 5 Hinges
1 - F.A..# 1 Escutcheon
Jail Hardware Centracter shal1furnish Owner 5% ef each type of
Security fasteninz used and each size used fer his emergency use.
Section 26
Page Q
(<,~*,*,.,
',-,
Cell Padding:
Scope: Furnishing all labor, materials, and equipment, and per-
ferming all \vorlc fer floer and bench cell padding, as she~n on the
drawings.
Hateria1s:
(a) i.dhesive: Ceversea1 Adhesive C~1l24 (Coversea1 Chemical
Company).
(b) Padding~Viny1: - Sheets '3/8" thiele, non-abserbent
ef moistures; Ceverseal C-3002.
Floers: Same material ?:fptfI thiclc.
Benches: Same Hateria1 'J:!SM thick
Ceverseal ceating C-1128 applied before delivery to' jeb
site.
-
\.-
(c) Ceatin~s: Ceverseal C-1126 to' be applied by spray ever
padded Coversea1 C-3002. Apply over the sprayed padding
Ceversea1 coated fiberglass. Between each layer a
coating ef Ceverseal C-1126 shall be applied at the rate
of net less than 1-1/2 gallons per 100 square feet.
(d) Special Surface Coatings: Over Ceversea1 C-1l27, apply
Ceverseal topceating C-1115 in celer as specified by the
Architect.
(e) Prohibitions: NO' emulsions er dispersions acceptable -
no Latex. NO' exposed metal strip fastenings shall be usedo
(f) All materials to be fire-retardant, water repellant, acid~
resisting, nen-contaminating, impervious to oils, grease
and salt spray, and capable of withstandinc a temperature
range ef 175F to' -40F without damage.
,-
App1icatiens and Installation:
(a) Preparation: Surfaces wire brushed and cleaned to' remove
~
Section 26
Page 10
dust, grease , dirt, efflorescence and encrustations by this con-
tractor.
(b) I.ppl ication of cevering on
floors at door openings to p~ovide minimum clearances fer opening
ef doors and to' permit firm seating of doers against deor stops~
(c) Completed Coating to' be uniformly smoeth and even in
surface and celor, and to provide complete centinuous Cevering ever
the ent.ire surfaces, free from heles er breaks of any size er any
ether defects..
(cl) Cevers of Drains and Cevers ef Reset Floor Toilets: will
be ~emeved and the seal will be carried underneath, and cove=s will
be .rep1aced by this contracter.
(e) Extruded Aluminum Moldings areund base to be furnished
by Coversea1 Chf.-mical Ccmpanyo
Gun Cabinets:
"~
This Contracter is alsO' respensible fer the supply and in-
stallation ef twO' metal gun depesit cabinets, as shewn on the drawings,
located outside each jail entrance. Each Gun Cabinet to' be fabri-
cated ef 3/16" steel plate, to previde 6 compartments, with 1/4"
feam rubber padding bottom at each compartment, as manufactured by
Diebe1d Safe Ce., er appreved equal.
ERRATA:
10 Door Number 47 (Sliding Grille door leading to Female Cell and Juvenile
Cell, is incorrectly shown on the drawings. This door is to have
Hardware Group J-S, in lieu of what is shown~
2. Door Number 54 (Observation Wicket in Booking Office to Jail Coridor)
is incorrectly shown on the drawings. This doer is to' have Hardware
Group J-7, in lieu of that which is shown.
3~ Door Number 44 (Door to Drunk Tank) is incorrectly sho\ffi on the drawings~
This door is to have Hardware Group J-4, in lieu of what is shownc
Section 26
Page 11
SECTION 27
.',.;.~
BUILDING SPECIALTIES & EQUIPMENT
""-
SCOPE:
This Section covers Building Speciality work~ eomplete.
.
GENERAL
Verify geverning dimensions at the site before cemmenclng any work
and examine adjeinlng work en which this werk is in any way'dependent
for its final acceptable Installatlen.
Printed directienst specifications and recemmendations of manu-
facturer ef products or items specified shall gevern work except as
specified er shown etherwise.
CHALKBOARDS & TACKBOARDS
r
'-'
Shall be Ca1slate Perms-Panels as manufactureed by Sen-Ne1 Products
Cempany~ Oakland, California, coler f;sge green, with fn08 extruded alu-
minum molding and #4 extruded aluminum chalkrail. Ends ef chalktray
shall be reunded. . Tackbeards units shall be 1/4" thick with vinyl
plastic surface, ce1er to' match adjacent chalkbeard unit, as manufact-
ured b y Vicrtex Sales Cerp., San FranciscO', Califernia - pattern to'
be f1Madagaska (green elive, 7051)". Sizes as shewn en Interier Elev-
atiens..
Previde backing as required by manufacturer's instructiens.
At 1ecations where tackboard is unattached to' Chalkboards, the
metal trim shall be the same as theugh there were an adjacent chalk-
board. Celer is these instances will be as selected by the Architect.
SURFACE MOUNTED HANGING RAIL
Where shown en the drawings, shall be as manufactured by Milcer
(Inland Steel Ce), #73.
METAL LOCKERS: CMIT
Section 27
Page 1
c
DRAPERY TRACK
'''"'-
Training Reem 50: Kirsch # 9042, recessed drapery trackt recessed
into acoustic tile, 2 pieces,each 7'-0" long, as shown en the dr~1ngs.
Da~ Reom A~21,: Kirsch # 9042, recessed Jrapery track, recessed into
gyp" beard ce:;':..ing, 1 piece approximately 4'...0.t long, as shown on the
drawings.
FIRE EXTINGUISHERS
-
Located as sho~u en the drawings, 3 each 2-1/2 gallen capacity seda
acid type fire extinguishers, meeting the requirements ef the Califernia
State Fire Marshall fer Class ~~ Fire Extinguishers, as manufactured by
Fyr-Fyter Cempany, San Francisco, each with medel 480-FF prejecting
trim cabinet. Institutienal deer in Jail security area, full-glass
deor in Police Administration area.
METAL TOILET PAt1.TITIONS
As manufactured by Sanymeta1 Preducts Cempany, ItAcademy" type er
equ ale
.PRE..CAST~HOWER 1<"LO('.ij.= (Mens' Roctlil~ A-24)
As manufactured by Fiat Metn1 Mfg. Co. 'Honterey', model MFT, 36"x36''::,
er equal.
'-'
METAL URINAL SCREEN
As manufactured by Sanymetal Preducts Company, type BX, f10er
mounted, 18ft panel.
RANGE TOP
Kitchen, Reem A..llr CMIT
MIRR.ORS: .
At Ment r..oon A...2; Women, Room A-3; mid Toilet, Reom k:'26 provide'
1 ...~R..A.GershenD~m Co. model 602-S 18rtx24,f~ mirror at each room in lieu
of mi~:.:ors shown on the drawings..'..
At Mens' Room, A-24, provl~e 2 mir.rors, as abovell centered over each
washooTNl.
.~
Sectien 27
Page 2
Lettering style to' be Mederne~C. \~ere length ef sign would
exceed 16tl twO' er more lines shall be used. Coler to' be as selected
by the Architect, from samples submitted.
TOILET ACCESSORIES
Each teilet stall to' have fol1ewing accessories:
#331 Toilet Paper Holder (Sanymetal)
16810, COMbination Bumper and Ceat Heek (Sanymetal)
Toilet Seat Cever Dispenser
Toilet stalls designated for Wemen shall alsO' have:
#6151 Purse Shelf.
. I ~, .. ..-~. ~(..... ..... .... ...............
--
Wall-mounted seap dispensers shall be provided at each 1avatery,
as manufactured by American Dispenser Cempany, No. 1 tlLothu1:'b". individual
type, er appreved equal, 12 eunce liquid type, chromium plated finish,
the ftpreef mounting, all moving parts stainless steel, visible seap
supply, glass centainer pretected by chremium plated cever.
At Women, Reom ,A...3 and at Men Room A-4, .pre~de:
1 ... Hall-Mack "Aristecreme NO'. 475 chrome plated Tei1et Paper Holder
1 - Hall-Mack #682 Rebe Reek
1 ... Paper Tewel Dispenser
1 ... Paper Tewel Collecting Basket
1 - Teilet Seat Cover Dispenser
At M(ot;.8 ReGro A-2A.. and at 'TeUet, Rm,A26 previde Paper Tewe1 Dispenser
,
and Paper Towel Collecting Basket.
DEPOS IT LOCKERS
At Lobby furnish Dura SteeLTewn Hous,e Mailbox, with 4 locknble
boxes, model' 3004, - aruminum fron,t.. f~nish,_..recessed int~o wall of Co::mnuni...
C'l~g.c..~t3'~ '(~fJ:: Rho","n.\;oo the drllw1n~
.i#m
Section 27
Page 3
~
, -----\ ',~,.,'OV
SECTION F.]'
Page 1.
Job 63-22
--
!LQ'JUME~: All other Contract Documents for this project are complementary
and applicable to this section of the specifications.
SOO"p~: The Contractor shall provide all items, materials and services
indicated on the dra1llings and/or specified herein, including all labor,
materials, equipment, supplies and incidentals necessary thereto.
\.J'ork Included -
a. Drainage System - VJithin the building and to five feet outside the
building, including connections to the outside sewerage lines.
b. Hot and cold water systems within the building and to five feet outside
the building, including cennections to the outside water lines.
c. Gas piping systems 1,J'i thin the building and to five feet outside t1f the
building, including connections to the outside gas lines.
d. OUlit.ced ;..
e. All equipmsnt such as plumbing fLnures, floor drains, floor sinks:, water
heating equipment, etc., as specified herein or in the drawing.
f. Excavation and backfilling for this division of the \olOrk.
g. Flashings, pipe sleeves, hangers, plates, and miscellaneous p~p~ng.
'.... accesseries necessary to make each system complete and0perable.
h. Insulation of piping.
i. Rough-in and connections of waste, vent, and water piping for all equip-
ment requiring plumbing services and future fixtures.
j. Complete gasoline system including storage tmk, piping and pump unit.
Related Work Under Other Divisions -
a. Electrical wiring..
b. Painting, unless specifically required hereinafter.
c. Architectural sheet mtal.
d. Fire protection.
MATERIALS:
Waste and Vent Pipine: -
Common waste lines below grade or ground :f1 oor shall be extra strength cast
iron soil pipe and fittings in conformance with Commercial Standard OS-188-590
....., . ""'TlTr
SEGTION HI
PP:r~ 2 .
Job 63-22
"........
C:)mmon waste lines above grade or ground floor shall be service weight cast
iron up to and including fixtures inlet in conformance with Commercial
Standards CS-188-59.
Acid Waste Lines - pipes and fittings shall be Duriron, Corrosion, ur
approved equal pipe 'vli th high silicon content.
Co:mm.on vent lines below grade or ground floor - pipes and fittings shall 00
extra strength cast iron in conformance with Commercial Standard CS-188-59.
C0m~n vent lines above grade or ground floor - shall be Schedule 40 wrought
i'l':'Y1 with recessed cast iron drainage fittings for pipes 2tll nominal diameter
and smaller.
P::1)es 3 n nominal diameter and larger shall be service weight cast iron in
conformance with Commercial standard CS-188-59.
Actd vent piping and fittings shall be Schedule 40 wrought iron pipe.
pom~stic Water Piping -
Cold water, hot water and hot water return lines below grade or ground shall
be type "Kll copper pipes conforming to A.S.A. Specification #251 latest
edition.
Cold water, hot water and hot water return. line above grade or ground floor
shall be type "L 1I copper pipes conforming to A.S.A. Specification #251
'~ latest edition.
Fi ttings shall be Mueller IIStreamline 1I or approved equal, wrought copper
fittings and ground-joint unions, joints made with "95-511 solder.
Gas pipi,ng, -
Gas piping shall be properly and uniformly graded ,.lith valved drip legs;
the valves shall be brass plugged. A scale pocket union and shutoff cock
shall be installed under this heading for each gas-fired appliance and/or
gas outlet. Entire installation shall conform to N.B.F.U. Requirements.
Underground and exterior exposed piping - Schedule 40 black steel wrapped
and dipped pipe.
Inside building - Schedule 40 black steel pipe with black malleable iron
screwed fittings or butt weld fittings, at Contractor's option.
.
I.:: .. ..l..... ,.
'-'
-,.... "t ''''''fntr
SECTION PH
-p,::,ge 3.
J"o b 63-22
~"'t,!&,'
:LAL~.: Gate, globe, angle and check valves for water piping shall be 0.1.0.
or approved equal, as follows: Valves for copper tubing shall have LP.S.
threads with adapters or sholl have adapter union ends. Solder end valves
are not acceptable -
TYPE
~
o .LO. NO.
Gate
Gate
Globe
GIC'oo
Angle
AngJ.e
Oheck
Check
Balancing
2" and smaller
:c~_n and larger
28 and smoller
2-~" and larger
20 and smaller
~" and larger
2" and smaller
:c~." and larger
2" and larger
#7150
#1138
# 520
# 116
#52l
# 118
# 236
#1124
#OS111 with WJ:'ench
GElS Valves -
tun Plug
All
#OSll1 with wrench
PIPE HANGERS AND ACCESSORIES: Superstrut as follows -
a. Individually Suspended Piping - Support by 0-'711 or 0-713 hangers com-
plete with H-l04 all thread red. 0-713 hangers to be used vrhen pipe is
subject to' slight movement due to thermal expansion. Pipe hangers to
be 1" minimum width steel..
b. Trape ze Suspension - For three or more pipe s in the same plane, use
Superstrut 1-5/8" width channel of a size suitable for load in accordance
with manufacturer I s published load ratings. No deflection to exceed
1/180 of a span.
c . Traoo ze SUpporting Rods - Shall be of a diameter sufficient to support
the load with a safety factor of 5. Rods shall 00 securely anchored to
the building structure.
d. Pipe Straps - To attach pipe to channel, shall be 702 for standard pipe:
701 copper.
e. ~ - Hhere insulation is required, 0-711 pipe hangers shall be sized
to allm.! pipe insulation to pass continuously through the hanger. 702
and 701 pipe straps shall be furnished with 715 or 716 isolators to
allow insulation to butt to pipe strap. 0-713 hangers may b3 attached
directly into pipe. Insulate over hanger.
f.
Rod Size - Pipe Size
2" and smaller
~~1I to 511
611 and 811
Rod Si ze
3/8li
1/2"
5/811
g. Hanger Spacing - Support all herizontal piping (other than soil pipe)
with hangers spaced at maximum centers as listed below:
- - .......'!\Tf"!. t,rnTU{ SECTION IW
Job '63-22 Page A"
Ncmo Pipe Size t 3/11- 1 1.!. 2 21 3 4 5 6
. 2 2"
Mlx. Spacing Ft.. 51 61 r/~ 9' 10' ll~ 121 141 l6t 17'
-
h.. .2o.l.1 PiP~ - 5 ~ 0" en center maximum; 1 at each bell mininnun.
i. ~:t"Lical Pipe Ri~ell - Supported with C-720.
j. .Iselators - Install '714 or '716 isolators at all hangers and clamps
supporting bare copper pipe and tubing.
,:ms lib~T IC'l{ ~
"-'
l:;1t~tior Hot "later and Hot Water Recirculatin~ Pipine: - 111 thick Fiberg1a~
Se~tional Low Pressure Pipe Insulation, applied to the pipe with side and
end jeints butted tightly, with factery applied 6-ounce canvas jacket
pasted smoothly at longitudinal and circumferential joints. Insulete
fittings with Fenco All-Purpose Cement to a thickness flush with adjoining
insulation and finish with a 6-eunce canvas securely pasted in place.
.Interior Cold Water Lines - 3/411 thick Fiberglas Sectional Low Pressure
Pipe Insulation with factory applied vaper barrier. Apply to pipe with
side and end jeints butted tightly with vapor barrier longitudinal laps
sealed with a vapor barrier adhesive. Four inch strips of jacket material
shall be adhered over all end jeints "lith a vaper barrier adhesive to
insure a continuous vapor barrier. Insulate fittings with Aerocor tightly
wrapped and eovered with thin coat of insulating cen:ent to a thickness
flush with adjeining insulatien. After the cement is thoroughly dry, all
fittings shall be coated with 1/8 inch thickness of Benjamin Foster C-l
mastic. After the initial ceat has dried the fittings shall be finished
with a heavy brush coat ef the mastic.
PROTECTIVE COATI11G: Protect all steel piping installed undergreund with
Kopper IS No. 7o-B primer and No. 7o-B enamel, or equal in quality and
utility. Apply by the spinning method to a thiclmess of 3/32 inches and
wrap with 15 peund coal tar saturated asbestos felt while enamel is hot.
Coat and wrap fittings and field joints with same material to provide equal
protection.
PLUMBING FIXTURE.J2,:
a. General Requirements - Fixtures shall be American standard, complete as
described in manufacturer's catalog unless modified herein. See draw-
ings for locatiens, quantities, fixture plate numbers, and sizes ef
connections. Enameled ware shall have "Acid Resisting Enamel". Fix-
tures shall be factory-drilled specifically for trim and supports
required, as faucet hole covers, etc., will not be accepted.
b. Fmure Supplies -
"~l mounted faucets without integral stops - American standard N-1434
driver stops.
,--
~h Valves - Screwdriver stops.
Job 63-22
SECT ION P'..:
""")" ", r
...........0. .,Ie
l'Qrll( Typo Water Close~ - Speedway ffi$ST-1712-DL.
i'(fi;~
Dock 'r:\rpe Sink Fo.uce:t~ -. Spoodway #SST-l 715-J.
~.9..!.X - Sp'3ed'4o.y #SST-l 715-A.
c .. 1'1'9P.;..':.-
Sinks - l1.merican StandE\.rd R-7000-55, chrome platod with cleanout plug.
Lavatories - American Standard R-700o-45, chrome plated, vitb cleanout plug.
Service Sinks - American standard P-7'l98, 3" size.
d. lrounting Framefi - Furnish Huddee Stainless steel mounting frames set tn
mastic for counter t~p sinks, lavatories, etc., v1hich are not self-
rimming. For special type stainless steel sinks, fram s shall 00 the
same type stainless steol as the sink.
o , Fixture Carriers - See Fixture Schedule.
f. hf,ftter Heaters - Shall 00 size and capacity as indicated on the drawings
complete with ASME temperature and pre ssure relief valve wi th discharge
piped to floor drain.
Gas-fired heaters shall be AGA approved with 100% shut-off and Under-
writers approved B flue and breaching.
g. ~soline Pwrrq - Shall be size and capacity (lS shown on the plans, com-
~ plete with hose and automatic shut-off nozzle.
h. Underground Storage Tanks - Furnish and install as indicated on the
drawings one 1000 gallon storage tank for gasoline.
MISOELLMi'EOUS EQUIPMENT:
a. Thermomter - Philadelphia, or equal, industrial red reading, 9" scale
with range of plus 300F to' plus 2400F at 20]' divisions.
b. Unions - Crane No. 519 or Walworth No. 7715 for steel piping 2" size
and smaller, Welding flanges or standard cast iron flanged unions for
steel piping ~" and larger.
c. :Flange Bolts and Gaskets - "Cranite II 1/16n asbestos sheet packing
coated Hi th thread lubricant whon 'OOing installed. Flange bolts shall
be open hearth steel, with square heads and hexagonal nuts.
FITTINGS:
a. Mllleable :tron Fittings - Crane or Halworth, 150 or 300 pound fittings
threaded, with flat bands, galvanized or black as hereinafter specified.
b. Holding Fittings - A. S. T. M. A234, Al06, Grade B, Butt Weld, Schedule
40 Steel 0
"low'
.L 10.-_ J. -' _ -,"0'_,
SECTION pit!
Job 63-22
~.- -0 ,
.i..:.;I.6- ";e
~
EXCAV.lliQN J....ND BACKFILL: Trenchos shall be dug to tho required alignment
and depth only so far in advanc0 of pipe laying as the Architect shall
permit" The tronch shall be shored and drained when necessary so that
vlOrkmon may work therein safo~l,.y and efficiently. Any trench over-excavation
shall be cOr1~ectod with thorougruy compacted sand.
Trench digging machinery may be used except where its operation will cause
dc.nage to trees, buildings or existing structures above or below the ground,
in which case digging shall be done to avoid such damage.
.~doq~ate barricades, construction signs, torches, red lanterns and guards
E'S required shall 00 placed and maintained during the progress of the con-
struction work. Whenever required, watchmen shall bo provided to prevent
accidents. Rules and regulations of the local authorities regarding safety
p~ovisions shall be observed.
Trees, fences, poles and all other property shall be protected unless their
removal is authorized. Any property damaged shall be satisfactorily restored
by the Contractor.
. .......
Backfill shall contain no reck, stonos, or boulders larger than 3 inches
in greatest dimension and shall be free from brush, trash or other matter
which might prevent proper consolidation or cause subsequent settlom:mt.
Backfill shall be compacted thoroughly by tamping in 12" layers.
Restore and/or replace paving, curbing, sidewalks, gutters, shrubbery,
fences, sod or other disturbed surface or structuro to a condition equal to
that at tho beginning of tho work and to the satisfaction of the Architect.
In re storing paved surface, complete now pavement is required.
Cleaning Up - All dirt, rubbish and excess earth from excavation shall b3
removed from the site by the Contractor, and the sito shall be left clean,
to the satisfactien of the Architect.
ALIGN1~lT AND GRADE OF UNDERGROUND PIPE:
a. General - All pipe shall be laid to the required lines and grades.
Fittings and valves shall be at tho required locations and with joints
centered, spigots homo and all valve stems plumb.
b. Pr"tecting Underground and Surface Structures - Temporary support,
adequate protection and raaintenance of all underground and surface
utility structures, drains, sewers, and other obstructions encountered
in the progress of the work shall be furnished by the Contractor at
his own expense under the direction of the Architect.
c.. Obstructions Caused by Other Utility Structures - Where tho grade or
alignment of tho pipe is obstructed by existing utility structures
such as conduits, ducts, pipos, branch connections to main sewers, or
main drains, the obstructions shall be permanently supportod, relocated,
removod or reconstructed by the Contractor in cooperation with Owners
of such utility structures.
Job 63-22
SECTION FW
i: '""0'" 7..
J: L. U.,,:Ll.l...'...... " .J_...~).
~
d. peviation with Architect IS Ccnsen;t - No deviation shall be made from the
required line or grade except with the written consent of the Architect.
C f) Supsur:fsce ~9.ratio~, - Whenever nocessary to determine the location
of existing 'l-.ndorground t:.tility structures, tho Contractor, after an
exarrj.nation of Q.vllilable records, shall make all explorations and
excavations necessary to determine utility locations.
INSTALLATION OF PIPINQ.:
Q" Q,cl'l:.eral Requirements - The Contractor shall install all piping so that. a
minimum of space is occupied, furnishing all necessary fittings, offsets
and accessories required ~ good workmanship and the codese
Spaces provided in the design of the building for installation of
mechanical work shall be utilized, and the Contractor shall keep all
pipe wit.l1in the furring lines established on the architectural drawings~
unless pipes are shown exposed. Should additional space be required,
it shall be arranged for by the Contractor, in proper time to prevent
unnecessary cutting. The Contractor shall do all cutting necessary to
his work and shall make all repairs in a manner satisfactorily to the
Archi te ct .
~
Sleeves shall be installed \.J'hcrover pipes pass through floors, walls and
par:i;;;.tions. Sleeves shall be I" larger in diam:)ter and concentric with
pipe, and shall be UAdjust-o-Crete II or equal in quality and utility.
Jill pipes passing through sleeves underground or through floor slabs
shall have clearance caulked with oakum sealed 'l;lith mastic to make water-
tight. Chrorr.e plated escutcheons shall be of sufficient outside diameter
to conceal sleeved openings, shall fit snugly around pipe s, end shall be
installod \nere pipes pass through finished floors, walls and ceilings.
be
Sapit~ Waste and Vent Piping - Horizontal waste piping shall be run
in practical alignment and a uniform slope of not less than 1/811 per
foot (1% grade) toward the point of connection to the sewage system.
Where cond:l.tions permit, slope shall be 1/411 per feot (2%) slope.
Cleanouts shall be installed 'l;here indicated or required by code, and
shall be same size as pipe, except that plugs larger than four (It) inches
shall not be required, and shall be placed in accessible locations, or
brought flush to grade or floor elevation, when piping is underground.
Arrange and slope vent piping so that sedi:rr:ent will not collect, but
will drain directly into waste pipe served. Connect fixture vents to
main vent not less than six inchos above topmost pIano of highest fixturo
on vent run. Offset any vents to avoid valleys and gutters. Offset all
vents on outside walls te'Ward centorline of building.
~
w
'VJherever vents pass through roofs, install four pound lead flashings with
flc.nges extended 12 inches on all sides of pipe. Countcrflash all vents
with Mechanically Designed Products Co. ~ID-66 cast iron vent cap counter
flashing fitting. Waste piping within buildings, up to and including
fixture inlet, shall be service weight soil pipe and fittings.
'''''~-''''T'!\lf"l. ],rilRl(
Job 6.3-22
SECTION FW
P::"ce ~
;,\:#1'_
c. 429!2,estic Hater Pipi:p,g, - Ru..'l'l generally lAvel, free from traps or unneces-
sary bends. Arrange and valve to prcvide complete drainage and control
of each system. Install all piping as to avoid undesirable noise from
water flow under n01.'!Ilel operating conditions. All pipe sizes given are
"nominaJ.lf inside diameter sizes unless otherwise noted. Provide 12"
capped air cha~bers on each fixture connection.
'.......
Exposed piping in finished roems shall be chromium plated, or fitted with
chromiu.m plated brass sleeves as approved by the Architect. Connections
between copper and steel shall be made with EPCO dielectric unions or
coupling~, or equal in quality and utility.
Connection to fixtures shall be made with IPS brass nipples, terminating
tubing with lldrop ell '1 or other IPS adapter fitting capable of secure
anchorage to building structure, in order to prevent strain cn tubing when
tightening screwed piping.
de Gas Piping - Gas piping shall be properly and uniformly graded with valved
drip legs; the valves shall be brass plugged.. A scale pocket union and
shutoff cock shall be installed under this heading for each gas-fired
appliance and/or gas outlet. Entire installation shall conform to
N .B .F .U. Requirements.
e.. gasoline Pip~ - Glasoline piping shall be Schedule 40 galvanized steel
piping with Buckey swivel joints and tank fittings as indicated on the
drawings.
."'-
INSTALLATION OF PLUMBING FIXTURES: Install fixtures in aecordance with
manufacturer's rough-in directions unless standard mounting heights are
modified by architectural drawings. Verify exact heights and locations of
fixtures with dimensioned locations on architectural drawings. Batteries
of fixtures shall be lined up and set plumb, with uniform height and spacing..
TESTS: Piping systems shall be tested and preven tight by pressure tests
prior to covering or enclosing pipe lines. Tests shall conform to lecal
code requirements but in no case less than the following:
MIN.. TEST MIN.. TEST METHOD OF
SYSTE~ fiiESSURL PERIOD TEST
Sanitary Haste & Vent 10 feet 4 hours Water Pressure
Domestic Hot & Cold Water 150 PSIG 8 hours Hydrostatic
Rainwater Leaders 10 feet 4 hours Water Pressu"t'6
Gas (Under 15" w.c.) 50 PSIG 8 hours Air Pressure
Gasoline Piping 100 PSIG 8 hours Air Pressure
;~
'-'
This Contractor shall test any pertion of the installation as may be required
by the Architect to determine srecification compliance. One test on the
c,;mplete installation shall be made with all the fixtures and other appliances
.. ~_.\.J,~....).~._,;.il_.. .~"""....),.
SECT ION ]?V;
~!ob h3-22
ra.gv ')11
~
conr~ctod and ~perating to domon2trate ~~o successful operation of tho various
systems. 'Ihe Contractor shall furnish all labor, materials and equipment
required to make those tests. Acceptance tests shall 00 made in tho presence
of the Architect or his representativo, and tests shall be repeated after
repairs a:~'e made until E'i):tisfactory test is obtained. Should any pieco of
apparatus or any mato:::'ials or work fail in any of those tests, it shull be
immediately removed uno. shall be replaced by perfoct materials.
STERILIZATION:
,Iill water lines, fittings, valves and connections must be sterilized after
j ;:stallation~ The following method shall bo used, and performed by a recog-
ni~,od testing laboratory. After all lines are installed, testod and made
tight, a mixture of chlorine gas and water shall be slO\dy introduced into
tho pipe as a small amount of water is withdrawn from the Gnd of each line
or branch. After the lines have been completely filled with the treated
water, they shall be left under full pressure for 8 hours during which period
all valves shall 00 c.pened and shut several times.
The concentration of chlorine must be fifty (50) parts in one Inil1ion end
tUJ.s concentration shall be maintained throughout the 8-hour period. After
completion of the 8-hour period, the lines shall be flushed with clean
w!>ter so that the concentration of chlorine will not exceed two (2) parts
in one (1) rrJllion.
NINIMUM REQUIREMENTS FOR FINAL ACCEPTANCE: Prepare, or have prepared, the
following d~cuments for use by tho ~nIDr:
'~
a 0 liAs-Bull t" drawings of all underground piping to include dimensioned
locations of piping from building and elevations to capped or plugged
outlets for future extonsion.. Drawing shall be tho same size as contract
dra1tlings and be drawn on suitable transparent paper necessary for repro-
duction.
bo Valves shall all be identified by brass tag attached to valvo .1Ii. th
brass link chain. Mount valve schedule en wall giving use, normally
open, normally closed, atc. Schedule shall be framad and placed under
glass or transparent plastic.
c. Mount operating instructions near each piece of equipment furnished under
this division. Instructions shall be fra:mcd as described above for valve
schedule.
d. Furnish Owner with three copies of maintenance and parts lists for all
equipment furnished.
e e Cortificate of sterilization of vTater piping as prepared by Laboratoryo
Furnish Ownur with all keys, valve wrenches, cleanout "Trenches, etc.,
necessary to operate all equiproont.
"_,t",,,
All piping, piping accessories, oquipmont, fixtures and trim shall be clean:
fac',<J:.7 ilnished, restored where damaged, and all equipment in operation ready
fer demonstration. All debris shall be removed from the site.
.'.......
.:1.4l.,.,....'~.......
SECTION PW
Jo b 0-22
.....6'-. ....V.
,"'-'
'-'
FluEbing Contractor or his qualified representative shall be present during
inspection.
l~T~RIAJJS iJJD $lm:?lItQ!I.O~JS: M.'1.terial shall be new and of quality equal to
thut specified. ~,lhEn nr)"'j particularly specifiec., material shall be the
best of its class O~ kind. The Contractor shall, if required, submit satis-
factory evidence as to the kind and quality of materic:U. Price, fitness
and quality being equal; preference shall be given to products made in
California
~'Jhere special makes or brands are called for, they are mentioned as a
standard ~ Others of equal quality may be used, provided approval is first
obtained in writing from the Architect. Unless substitutions are requested,
no deviation from the specifications will be allowed. Substitutions shall
be requested or offered for investigation in tho time limit as doscribed
below, as no delay or extra time will be allowed on account thereof,.
Requests for substitution will only be considered when offered by the Con-
tractor.
l'lit.hin twenty (20) days after the signing of the Contract, tho Contractor
sh~ll submit for approval to tho Architect a complete list of five copies of
all materials it is proposed to use under this Contract, which are a definite
brand or make, or which differ in any respect from mterials specifiod.
This list shall include all materials which are proposed by his subcontractors
as well as by himself for use in work of his Contract and 't-Ihich are not
specifically mentioned in the specifications.
I~
.......... This list must also include the figures received by the Contractor in bid
form for the material or materials which are submitted for approval of sub-
stitution, togethor with the figures in bid form of the specified matorial
or materials for which substitutions are proposed. In case a substitute is
offered and accepted as appraved equal to materials specified, the cost of
"Thieh is less than the cost of tho material or appliance specified, then a
credi t shall be takcm for the difference between the two costs in order that
the District shall ebtain whatever benefits may be derived from the substi-
tution. Failure to propose the substitution of mlY article within twenty (2@)
days after the signing of the Contract will be deemed sufficient cause for
the donial of request for substitutione
RULES AND REGULATIONS: All work and :materials shall be in full accordance
with tho latest rules and regulations of the State Fire ~tl,rshal; tho Safety
Orders of the Division of Industrial Safety; the National Electric Code;
the Uniform Plumbing Code, published by the Western Plumbing Officials
Association; and other applicable State laws or regulations. Npthing in
these plans or specifications shall be construed as permitted work not con-
forming to these codes.
LICENSES. PER.\fITS AND FEES: Provide, and obtain all permits and licenses,
required to carryon and complete thework, and pay all fees charged thorof~r,
including Utility Conpany fees, encroachment fees, and inspection fees.
,~
'-"
r _,1,.,...;._;, l. ,}JL-~
Job 63-22
SECT ION PvJ
:t'a5o .LL.
'-
V1SIUO.-p..1.:nl: Visit the site of the bui1ding, take measurements and obtain
such other information as may be necessary for bidding. No allowance will
be made for any failure on the part of the biddor to familiarize himself with
the extent of the work, or t.he circumstaIlces under which work is to be done.
SUffiRVISION AND \o,[ORY.Mlg!fl~: Constantly supervise tho work and, as far as
possible: koep the samo foreman and workmen on the work from cOmLJencem:ent
to completion. The v;orlananship of the entire job mst be in every way fi-..st
class, and only experienced and competont workrJ3n viII be allowed on the
job.
2tQE,*~_~m_SH01-: Provide all temporary storage and shop rooms that nay be
required at the site for the safe and proper storage of tools, Inaterials,
ctc ~ Theso rooms shall be constructed only in the locations approved by
the Architect and ruust in no way interfere with the proper installation and
completion of other work, and shall be removed by the Contractor at his own
expense wi thin three days after having boen notified by the Architect that
such removal is necessary.
INT~I1fB.ETj;,TION OF DRAWINGS: The drawings are diagrammatic and establish the
ger"eral requiremonts of the work, the sizes of members and the relations of
parts. Before laying out or installing any work, refer to the goneroJ.
drawings (including structural, heating and ventilating, electrical) for
condi tions and dimensions and take all measureI1l3nts at the building.
If any part of the plans or these specifications may not appear clear or
definite, apply to the Architect for his interpretation and instructions.
.~ Do not proceed with the vlOrk affected until clarification is obtained from
the Architect.
INSPECTION OF WORK: All work and matorials covered by t.hese specifications
shall be subject to inspection at all tines by the Architect and his
authorized ropresenatives.
Do not cover or enclose any work before all required inspections and tests.
Any work prematurely closed in shall be reopened for inspection. Restora-
tion of all work (structural and finished) damaged thereby shall 'be made
by the Contractor with no extra compensation thorefor.
UTILITJJi'4: Comply with applicable rules of local utility companies furnish-
ing semce 0 Verify locations of existing utilities a..'1.d ascertain utility
coupnny service feo s prior to bidding as no allowance will subsequently 'be
made for error or oI:1ission. Utilities shall be connected at any ti!]),') that
best servos the convenience of the Owner, and should such connection be
required at other than normaJ. working hoursl no ~vertime or other special
co~pensations will be paid by the Contractor.
GUARANl'.g;,~.: The Contractor 1s attention is especially called to the paragraph
of "General Conditions II regarding guarantees and the following:
i,~
The Contractor shall guarantee the ontire plU1:lbing system against defect in
materials, workmanship 1 or failure to follow the drawings or specifications
for a poriod of ono year after final acceptanco and shull L~ all necessary
repairs or replacements to the satisfaction of the Architect, including free
servicing of the equipment furnished by the Contractor wi thin the one year
period.
b'~'l'.l"h.. .i.l.l;l!) JEN'l n.A~:lN~,
.10 b 63-22
mCTION ffV
Page 1.
,A.~
DOCUlJt.ENTS: All other Contract Doouments fer this preject are complementary
and applicable to this section of the specifications.
'........
~COP]LQF HORK: \:l.erk In!?lud~ - Under this division is included all materials,
labor, PCWO:!:'i "tecls, se:':".rices, and equipment necessary for and/or incidental
to:
a. The complete installation of all heating, ventilating, and air condition-
ing werk shown in the drawings and/or herein specified.
It is the intent of the drawings and specifications that all systems shall
bp. complete, tested, and ready fer use.
WOlk Included Under other Headin~:
a. Deor grilles.
b. Gravity vents.
c. Power circuits, from electrical panelboardsl and connections to discon-
nect S1dtches, starters, motors.
d.. Electrical conduits (except temperature control conduit).
e. Painting, except as specified herein.
f.., Exterior architectural louvers.
'.......
!{.ULES AND REGULATIONS: All werk and materials shall be in full accerdance
with the latest rules and regulations of the State Department of Public
Health; the state Fire Marshal; the Safety Orders of the Divisien ef
Industrial Safety; the National Electric Code; the Local and City and
County Codes; the Uniferm Plumbing Code, published by the Western Plumbing
Officiel~ Association; and other applicable state and ceunty laws or regu-
lations 0 Nothing in these plans or specifications is to' be construed to
permit work not conferming to these codes.
Where the standards of the Drawings and Specifications for materials and/or
workmanship are higher than the requirements of the decuments cited abeve,
the Drawings and Specifications shall take precedence; etherwise the
Documents shall gcvern.
Furnish without any extra charge any additional materials and labor when
required for the compliance with these rt.lles and regulations I though the
work is not mentiened in these particular specifications or shown on the
plans.
VISIT TO SITE: Visit the site of the building and take measurements and
obtain such ether infermation as may be necessary for his bid. No allow-
ance will subsequently be made for any error or omissien on the part ef
the bidder in this cennection.
.<-,
~
J"1i!...d.J: L~l;;L1.1"L i.rl:H.di..AT lle
,Tob:J]-22.
.q'W,t;'T'T(YI\f t:r'\'T
Page 2.
A""""".
'-"
~RY1QJ.;il: Gas and water w111 00 connected to mecha..."'lical equip:nent requiring
this s erv'ice under other heading. Sse uP.lumbing Division 11 0
~,GIC:~...L~_fllID Jlj1'FT~SlJih1; The code symbols used on the drawings are listed
below to L"Jc~:~cate +11.e rnke a::'ld model wilie!:. is to be used, or equal in
qualit.y and utilitjr.. The drawings indicate the sizes and ai:- quantities..
Units other than jail registers shall have factoTjT off white finish.
~
~.JJ?~J9JI
~~Jg!: & MQ1!1
ACCE:SSORmS
_--.-..-:~-----
P:.R;. En.
R0tu.X'n & EY.haust Register
'~ir Distribution
Preducts" V.odel KR 305
Key ACl,.inster
CD
Ceiling Diffuser
'~ir Distribution
Products If Series V.
Volume
Control
SR
SUpply Registers (wall)
"i.ir DilJ":.r.~'..bu'':.-i.on
P.'(oduc'~s il l,bdcl K....135
0!?posed Blade
Damper
JR
.Tail Security Registers Special as DetailGd
Both SUpply, Return & Exhaust
Oppesed Blade
Damper
TIdl!.nS (VENTS 2: Flue shall consist of appreved flue piping, Type "BlI, of
incembustible cerrosion-resistant material, "M3talbestos ". Fittings,
braces and other appurtenances shall be as noted on the drawings.
'-
Breechings between ~~e equipment and the flue stack shall be made 0'1'
0.030" thick aluminum material.
AIR CONDITIONING AND HEATING UNITS: Shall be ''Chrysler'' and be comprised
Of the following:
a. Casing and Frames - The outer casing shall be zinc-coated steel. The
frames shall be constructed of heavy gauge iron, fabricated and electric
welded to form a rigid frame assembly to adequately support all the
cempenents. The entire frame assembly is prime ceated and painted
with a corrosion resistant paint. The blower and e'\raporator cases are
fuJ~y insulated with one inch insulation.. The underside of the conden-
sate drain pan and entire compressor-condenser sectien are insulated
,,rith waffle type asphalt impregnated felt and mastic. Unit isolation
blocks shall be supplied. U .L. approved.
b. Ccm..t.rQl~ - Unit shall be supplied with a standard Chrj'sler electrical
panel containing all the controls necessary for eperation except a
remote thermostat. These include such items, as magnetic starters;
three leg magnetic overload protection for compl"3ssor, high pressure
controls and low pressure controls.
The compresser is protected against cycling under adverse conditiens
by lock-out relays in the control circuit which de-energize the com-
presser starters when any pretective device trips.
~
........
Y'.AtlliU ~U\j.o lE~~:n.A:r.lN..:.
Job h3-22
C!C'f'm<rn~1 T.~!
Page 3.
c
I~sett~~g of the contrel is a~complished by cycling the start-stop
mritoh wit.hout removal of any panels or access doers.
The m:it, shall be s".lpplied l.Ti th a fu:=m panel empleying fuse helders
fer individuel brar..ch circuit protection of compressor and blower
motor., The compres3o:::" fuses shall be installed in the fuse panel.
Tho 1')loue!' metor fuse shall be furnished with the motor.
c. ~~ - Coil and shell type combination cendenser-liquid receiver
assemblies. Labeled with an approved ASME nameplate stamped for 400
PSI wor~ing pressure. Adequate for coeling tower water installatione fl
1f~te1~ r;ock located in uater circuit betueen conc~cnsers on circuit
l'sadily allows cleaning each individual coil and shell assembly.
Fusible union relief device shall be supplied also. Condenser with
pressure relief val.ve.
All connections can be made from either side of the unit. Inlet
connections and water regulating valves can also be located at frent
or rear ef unit.
c
d. COIY1P:r.es~ - Units shall be full hermetic..
Crankcase main bearings are steel backed cepper-J.ead
and have full pressure lubricatiens Crankshaft is surface hardened on
main bearing areas and crankshaft assembly is dynamically balanced.
Suction and discharge valves are nen-flexing ring type, wear resistant,
designed for high speed operation. Double rubber mounts support the
sealed cempressor. Crankcase eil heater equipment with each compressor.
Direct drive motor is suctien gas ceeled, sealed in crankcase.
The cempressor is equipped with a modulating by-pass control. This
central is designed to permit a practical range of operation at light
leads without coil freeze-up and nuisance trip-out ef the low pressure
contrel. Coil temperature is maintained at a point just above where
the ceil begins to free ze .
e. ~frige.rant-22 - Unit is tested and shipped with refrigerant charge.
~. Eve.peratQ.r Coi+. - The evaporator coil assembly shall have three row
coil staggered on one inch centers - cepper tubes 3/8" O.D. - aluminum
fins 13 per inch..
g. Ex1:;a.nsien Valves. - Full hermetic, nen-adjustable, quick respense thermo-
expansion valves - eliminates liquid neoding en start-up and maintains
control of superheat over a wider eperating range than cenventional
'VP.,1 vas. Valve is located in compressor-condenser compartment for easy
accesse
h. ~]'.a.iner Drier - A filter type drier is installed in each system -
equipped \-lith union type fittings for easy removal. M:listure and
liquid indicator installed in each exp~sion valve assembly.
c
h(~,A,l 11<\1 . .s~ it .2J.~1 ~J. n~c
J:')b E3~22
~r,'T'TON Ell
Page 4 e
0'_
L, ~lc'\oler Assembl:v: - Consists of forward cur.re centrifugal blewers - one
co:nmon shaft ,- pel1ila!'!Gn-'t::;ly lubricated bearings - blower belts, blewer
w1.d root0r pulleys. 'l"'he variable pitch motor pulley permits selection
of 'blc;..:e:~ speed for various air quantities. Wheels are dynamically
balancedG
j .. ~r I~ ... 175i RPM, 220V, 3 phase, continuous duty, open drip
preof, double-shielded, permanently lubricated ball bearing motor..
Blcwer motor shall be meunted inside case.
kG #.cc~ss.Q.::':Y: Equipm~.ni -
1.. Hot water heating pre-heat coil - one row.
1.. Filters - Throw-away filters, located in combination filter re.c}: ana
flanged air opening.
m.. W~n"8.nty: - One year standard and five years on compressors only.
QOO~.J! TQr./ER: Shall re ''Havenstl Model 33-15 having the following charac-
ta:ristics and factory furnished comp~nents. Number required (1). M3.ximum
dilnensions shall be 32~ wide, 70" deep, 72" high. The maximum operating
weight shall be 2275 pounds..
a.. Capacitz - 21.9 tons, cooling /~5 GPl1 of water from 90~ to 800F at
650 FWB. Tons based on 15,00~ BTU;lir/ton heat injection.
b. Castings and S'um?l! - Constructed of hot dipped galvanized steel.
c. 'Hater Distributior;, - Gravity tY}:B distribution pan to distribute wa.ter
evenly over deck surface with anti-splash ring in center of distribution
pan to control turbulence of incoming water.
d. !Ml - Shall be hot dip galvanized steel, mounted on a stainless steel
shaft with bronze sleeve bearings.
e . Fan Drive and Motor - Shall be V-belt driven on an adjustable motor
mount. Motor shall be a sealed bee.ring type, life lubricated, 1/2 HP -
3/60/220 volt.
f. Accessories - Tower shall be complete with make up water control valva,
motor hoods and belt guards, distribution pan covers and air inlet
and discharge screens.
EXHA.U8.T FAIl: Roof exhaust fans shall be "Gallaher" curb mounted roof exhaust-
ers, complete \vi th resiliently mounted centrifugal blowers and blower
motors. Sizes and capacities, types and arrangements shall be as noted on
the drawings"
BOOSTER CalLS (HOT WATER): Shall be "McQuay" l-bdel 5BA one row booster
type. Size and. capacity shall be as shown on the drawings.
HE.AT:rnG 1\ND VENTIL..~TING
.To"b f'3-22
\J.WoJ.l. .J..J~i HV
Page 5.
HO: "..vATER HEA,TING BOg.;!:li: Boiler shall be gas-fired, AGA approved, complete
'~ with burners., safety devices and controls, gas regulators, diverter hoods,
and 'ilt:ter appurtenances, sizes and capacities as shovm on drawings.. Boiler
shall be cf copper tube tJ~e~ complete w~~h factory-constructed insulated
metal .iacke'~ and shan te IlB:....,yan""
Boiler shllll be equipped with fia:me electrode type electronic oafety p5.lot,_
ltMinneapolie,-Honeywellll, No. RA 89G. Safety pilot system shall provide
100% gas cutoff upon pilot failure, with pilot burner lighted and supervised
at all times. System shall provide automatic pilet lighting, and shall
require TIlaU'Ua1, reset after trip-out due to prolonged pilot failure. Boiler
811a11 have 8. 6" dial thermometer, "Marsh""
9J:RCtJ1A}OR PUMPS: "Bell & Gos sett r. oil-lubricated circulating PIJ.1:!Jfs"
r-btors as specified under "Electrical Requirements" e Jinpellers sh<.:.ll 1:e
bronze or other nonferrous material. See drawings for size, headt and
mo't;,jr horse power.. Thermal overload protection shall be built into the
motor, or supplied externally.
c
~PANQJON T.!N..li: Tank shall be hot galvanized steel, l1Bell & Gossettll..
certified ASME Code construction f<ar 125 psi 'W\Jrking pressure, size and
connections as shown on dra'Wings. Tank to be provided 'With a guarded gauge
glass, Crane No. 625. Inside diameter of tank shall net exceed the centers
of gauge glass tapping by mere than 311. Install Bell & Gossett tank
fitting and 3/4" globe drain valve; extend drain to fioor drain.
~LIEF AND REDUCmG VALVE2: In conjunction lfith hot vlater heating boiler,
install a cembination pressure reducing valve and relief valve assembly,
"Bell & Gossettll No.3, or equal in quality and utility, diaphragm type with
bronze strainer and bronze body. Pipe relief valve discharge to floeI' drain.
! .S J'1~. P~338tJ..RE RELIEF VALVE: Install in hot 'Water heating boiler a
bronze bodj~ A.8 .M.E. approved relief valve, set ';$ psi, having rated dis-
charged capacity in BTU per hour net less than that of the boiler in which
the valve is installed. Pipe relief valve discharge to fioor drain.
FLOAT FEEDER .AND LOW 1.fATER CUTOFF: Install in conjunction with the hot
water heating boiler a combination float water feeder and lew water cutoff,
McDonne:l.l 1::0.. 247-2 or equal in quality and utilityo Feeder shall introduce
water directly into the boiler upon loss of water from the system and low
water cutoff s'Witch shall shut off main gas burner upon continued water
loss. Provide float chamber with blo'Wdown, piped to floor drain"
PIEE_.f\.f;TD FI'I'TIN.fill.: Piping shall be type i'Llt copper tubing, Chase or equal
in quality and utility. Fittings for saroo shall be wrought cOpIJ3 r, Mleller
"StreaJll.line:r or equal in quality and utility. Joints shall be made with 95%
tin and 5% solder. Install insulating fittings or unions between copper
piping and steel piping, EPeO or equal in quality and utility.
~
'-'
UNIONS: Q.Qm2..er Piping, - Install at all valves and else'Where as required to
readily permit disassembling of piping. Mleller Brass Company IlStreamlinetl
ground jeint unions, style C - 107, or equal in quality and utility. Use
insulating unions at all cennections betwAen copper and steel pipe: EPCO
Sale s, Inc." or equal in quality and utility.
~';.leu."".-j.\i;} ~l,,"~C v.c..I\~~:~T=..T:
~Icb 63-22
SECT ION HV
Pege 'b.
1!E:.YJ2.?.z Vclves sh...J.l be GS folJ.':'l"rs or equw. in qunlit,y end utility:
""" Glo'ba 'l/'<.u7es (coFPcr piping): lueller Style V-IOOO.
b, Gcrte "rrLJ:;r(;s (ccppe~? pipi.ng): MlelJ_or Style V-I009.
;.;" lvpnm:l vent vc.lvos: Crena No" 708.
do;. Bc.lc.ncing cock: Ore-no NO'. 8D-E..
8 to Dru.:i~n '7cJ:76S: Crane No.7 or }beller Style V-looO..
Q1~Q':.1?HOJ~: Mc,teric.ls ut the option of the Contrz::..ctor.
u" l'13tcl Lir ducts shell be constructed ef gelvenized sheet steel of USS
geuge, or Llum5.num ef B & S gc.uge, in uccordnnce \oli th lo.testi ft...8.H.R.A.E.
Guide .:.nd the Building Code St.:.ndc.rds of the N.B;F.U.
b.. Supports for ell ducts shd.l be speckl if noted on the drulITings er
J.tl strr,ps of 16 gu. gc.lvunized shoet steel securely bolted or riveted
to ducts end suspended from everheud construction in mcr~r approved
by the Architect; a.t intervals of not more th.:.n 5 feet. All wires or
tomporury supports shull be removed.
'*'.
c.. ~Jood grounds or metel plc.ster frdlDS for fcstening of uir outlets shill
be instclled i..nd connections between ducts end outlets ronde cirtight It
Ducts .:.nd outlets shcll be instilled with sepa.ra.te sets of screws end
interior or ull discharge openings shc.ll be painted black. Outlet
frLilles Lend end of ducts shell be placed end securely anchered before
wull end ceiling finish is instclled.
~
d. Fire dumpers shull be instelled where indica.ted on the dra.Hing or
required by the Nc.tionul Boa.rd of Undenrriters, Pc.mphlet No. 90A.
e.. l\J.l ducts exposed to weether shell be soldered wo.tor:bighto
f. Chenge the shepe of c,ny ductwork thc.t is required by the interference
of ether \-Iork without additional cost to the Otmer; but do not change
the cross-sectiol1nl areu.
]?REF@RICATE!LJ2!LC~: At Contro.ctor1s eption, ell concecled ductwerk
shown my be fibergla.s duct with welded aluminum casing as mnnufactured by
"Gustin-Bucon1i M:u1ufucturing Co'. Each joint shall be reinforced by a sheet
metal sleeve as designed by Guatin-Bacor. fer the correct duct size. All
fit-(;5.ngs such as tees, elbows, bends, etc., clso shell be reinforced with
sheet Wl.:ltcl fittings us specified by GustJ.n-Bucen. ill joints end conn,ec-
tionn Shell be fur'Cher reinferced and secled by pressure sensitive ta.pe us
manufa.otured by l{vstik Adhesive Products, InCa Tape shell be carefully
rubbed in with a. hard object.
m;~\'I m~~ ,(U;}.1 \IEltr Jl.b.l'.uKl
J()b 6322:
;:', -:= ":~iJ E'v"
Page 7.
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illTJ!):, .(:;.fI.lli,[]:f~PJ AN~.1Ii.~.Pd1N.;. INSUl..).':;IOB.= .4l1 shee-l; metal
ducts except prefabricated ducts,
shall be inJ~,8rn:uly ins'.:;2.ated with 1 inch thick aGustin-Bacon!1 F.l.exible
Duct Lin"3r r Goated black heJ.d in place vlith I!l9chanical fasteners 12 inches
on cenGe r in both :1::.::e ct ions, starijing e.pproxilna tely 6 inche s in frdm the
ends of "uhe il1s'Jlati'-iJl~ The exposed edges shall be painted with lagging
adhesive ~ All uneven surfaces shall be painted with cen:ent or taped with
3 inch canva,s dipped i~1 adhesive. Duct sizes shall 'te net dimensions inside
af interior insuO.ation.
f:..1PE INSDJ:.Al'.l9E: Interior - Hot water supply and retu.cn piping shall be
covered with Gl~stin-Bacen "Snap-On" I" thick standard thickness, glas fibre
insulation. Where concealed, insulation shall have 4-ounce muslin jacket
securel:r ?asted in place, and further secured by non-ferrous metal bands
at 17" maximum centers. Where exposed, pipe insulation shall be covered
t.ri th 8-ounce canvas jacket, soaked prior to application in "Arab~l \l cr
equal. in quality and utility, vinyl adhesive. v1hen dry, apply a brushed
second coat of same adhesive.
!:Iffi HANGERS AND SUP~: Secure all piping to the structure of the build-
ing by approved hangers or supports, Grinnell Company's equal in quality
and utility. Do not support any piping with '\tlire, rope, punched pipe strap,
or other makeshift device. Horizontal runs, one inch pipe and over - support
every five feet.
",-
'-' TF~E4iOMETER'p.: Shall be "Marsh.~ 0
AUTOMATIC AIR VENTS: Shall 'te Chas. M. Bailey, No. 24l.
INSTALLATION OF PIPIN~: All piping shall 'te accurately cut to proper lengths,
and fitted together without sprining or forcing. InstaLlatien of piping
shall be true to' line and free frrJm unnecessary air pockets and undrainable
sections. Proper pr",vision for thermal expansion shall 'te made by approved
joints or loops in order that no damage may t,ccur to piping, pipe supports
er building through expansion or contraction. Piping shall be so anchored
as to localize expansion properly and prevent creepage, and shall be so
installed as to prevent any unnecessary contact with building structure,
in order to avoid expansion noise. No pump, heating coil or valve shall
be used as a pipe aIlchor.
~LECTRICAL RE~REMENTS: Electrical work under this heading shall consist
of the furnishing of all motors and motor controls, installati\.ln under
heading '!Electrical".
a. Mott~r and l-bt.,r Control Equipment - Conform to the standards of the
National Electrical Manufacturing Associationn MOtors under 1/2 HP~
120 volt, single phase, motors 1/2 HP and over 2/-1-0 volt, three phase,
induction type: Westinghouse or equal in quality and utility; suitable
for operation on 60 cycle current, as specified under heading of Electrical
Workc
if,
"-
! .~,ii.:tj. ".u.'.\~ ~.;~.1J \~.e..l~'.a.; :1,".u.ri.: ~;c..
Job 6.3.~,?2
~C':l'J""'T ~T
fu&;8 He>
,-
b", l't~t:.?T_S}arter.J'i - Across-th8-)5netype" with overload protect5.en,; Dt,:,uual
':']:' u~gn0tic as reqlli:~ed - 1rl~,3ti..TJ.ghouse, or equal. Type (1rles'tinghouse
l:i,r,.'-ing:l nuless o'~J~eI'T;l;ise noted), except those motor starters incorporated
't-!:I.i..h:i.:n 7he eq'lipment mc.y be used.
j. '. \t.:1UQ1 s'i"Q"i":;!3rs - Class 10-100.
~" IJ:ilgnetic starters - Size 1, Cluss 11-200.
:3 It E':tc.:r-ter el.lC'~csure - NEMA Type 1.
4" B.elnj1B -Ulen Brudley as specified in Genercl. Purpose E21clesure.
Co. .All vri:r-inci for temperuture centrols including interlock wiring and ci):'!nact
with d(-ivi.~es.
d. Qg.~~~ - Furnish GIld instcl.l fer control ond interlock wiring uJ~
necessc.ry electric metallic tubing.
~ERATURE CONTgQL SYSTEl1: Temperature controls fer systems shall be
pneUIlJD.tic, as manufactured by Johnson Service Ce., Powers Regulator Co'.
or Minneapelis Honeywell ~ and shall be installed us shown en the drmrings,
b~- trained mechanics regu1.urly employed by the monuf'acturer.
lUl exposed air piping shull. be Type "Ln hard drawn copper tubing. Piping
wi thin the behind contrel panel may be polyethylele. Piping shall be
installed in a neat ond workmnnlikemcnner and shall be tested and preved
ti g~'i; .
,,~
Furnish and install a proper size centrol air compresser complete with
motor, ASME coded tank, belt guard filter and reducing assembly, moisture
condenser, water solenoid valve and air separateI' with autematic trap.
COCRDINATION l.JITH ELECTRICAL WORK ON CONTROLS: Coerdination between this
Contractor and Electrical Contractor on controls shall be as fellows:
lle Responsibility fer furnishing nll controls, including thermostats,
auxUiury switches, transformers, relnys, starters is furnished in the
Heating Specifications.
b. All control and interleck wiring including cenduits shaJJ. be furn:i.shed
and installed by mechanical or temperuture centrol centractor.
c. Heating Contractor shall review all wiring cennections which have any
influence en his equipment or work and verify that the connections ere
correct before permitting any equipment which is furnished, installed
0'1' modified under this Centract to be operated.
d. Heating Contractor shall assume responsibUity fer correct electricol
connection and protective devices described above by giving permission
to operate the equipment furnished or installed under this centrac"l:i.
Q.OORDINATION WD.'H_EIECTRICAL WOR.T{ ON M>TO]2: COerdinntien between this
Contractor and ElectricaJ. Contractor for motel'S ahall be as follows:
"'",i'"
H?ATING AND VENTILATING
,;',:;" (':.2::
;~.L. ~)r.i ~Ch I-IV
Page 9..
1l"~~
l
~
a., ;'.:I:,j"G.:>!."S required f!)r 01Jeratior. c-.:'E: heating '3quipment s..1.all be fu.rnisneJ
onJ ~n,3tallec. Ul:de;.;' h:;,l8.ting Work.
'!vl;,g:::,e":,j", 8tar~ers w;~ th :!roper overload protection f"J:::" :motor control
;:;,"'1'_::.')", furr ~s1::,~1 ", :ldo:' Heating \-lork :'01' each motor 1/2 liP and 2.arger 0
St9";'t'3!' will 00 InGtalled and connected under Electrical Worko
c. Thermal swi tche s with proper overload prot.cction for motor control sn.'J.ll
be furnished under Heating Work for each motor less than 1/2 liP unless
motor is furnished with in-built protection. Thermal ffioTitches will be
installed and corillected under Electrical Work.
d. All code required disconnect switches, conduit and connections to
elec~~ric motors and controllers will be furnished and inst81J.ed under
Electrical Work.
g~EINC!l< Before turning the job over to the Owner, the Contractor shall
ca.refully clean all exposed equipment and grease and oil any mechanical
apparatus requiring same. The equipment shall present a neat and at.tractive
appearance.
~
.........
pERJ:.lI~B1E SOUND LEVEL: A maxiIInlIll sound level on a N.C. curve of 35 shall
be transmitted by heating and ventilating system due to air noise equipment
vibre.tion or sound transmission through the building structure or the
duc"twork and at air outlets. The Contractor shall. install additional duct
lining t sound traps, or other approved methods to lower the noise to the
prescribed N. C. curve level, without additional cost to the Owner.
~: The Contractor shall adjust all controls for proper operations t and
demonstrate proper functioning of all equipment1 including proper air quan-
tities and air distribution. Air quanti ties shall be substantially as shown
on plans. Adjust fan speeds as required for proper air quantity and correct
any conditions of vibration or excessive noise, to the satisfaction of the
Architect.
The Contractor shall, as a part of his workt furnish all labor and equipment
l;lecessary to testing. Tests shall be made in the presence of the Architect,
and during the t.os,ting period, the Cont/ractor shall instruct such persons
as the Architect may designate in the proper care, maintenance and ~peration
of the systems. In the ewnt of tests showing unsatisfactory operation of
equipment, tests shall be repeated after repairs or adjust:roonts are made
until a satisfactory test is obtained.
OPEBjiTINQ...INSTRUCT_IONS: Upon completion of the work, submit to the Architect
for approval and dolivery to the Owner three copies of complete Ciperating
instructions covering the operation, care and maintenance of the hoating
apparatus. These instructions sholl designate each impl::lrtant piece of
equipment by a number or initial, and each such piece of equipIOOnt shall
bear a substantial tag with the corresponding number stanped thereon. Post
service telephone numbers in the heater rooms. A schedule of recommended
periodic maintenance, such as filter servicing and oiling equipment shall be
~ sot up and posted.
'-
o
e
o
HEATmG A.N.O VENTILATING
.:-oh (L "2:~
b.,,',Gt iuN HV
Page 10.
Q:l1:1l\t;U~E.3.: The Gont.:;~l:l.ctot' shal19J3 a paT.'t of the work guarantee the sa'c.is-
i8.C.tol'~. c\J:)(~ration 0/ ;::':'J, Jl:'lterials and equipment installed under this contract
a..'"lc: 8ha:::;,., ',11 t!.':.:mt e.ddj,:cional cost to the Owner:, rE'lpair, replace or re install,
..~ thG ra"t:isf:action of the A.rchitect, any m~terial, equ.:tpm~mt and worlcnanship
wh'_:;.h "!t?-:2' :;,.,:r.:.;re c'jf( cti'\'G, ha.zardous or un.;:;2.tisfactory during the pe::iod of
on"" yeB.T after final acceptance.
E~CTIU8!L WORK
~'>J.'~" ~~J-~;2
SECT!O!i EW
Pagr-'i 1 ~
c
j~Q!I9!~~g", A.U oth",'t' Gc:nt.raet D~);umentfl f'1r this project are GO'Iplemsntary
<i!)d appli.ce,ble to t~i8 dccJ..ioll ef the specifi(~ations"
;;,;;~2~]:L_~l w()~~~;: l7nder thi.s heading shall be j_ncluded all labor and materi5J.
:t'f;quired ior R C..)'IIlp't9te wir:.~1g system to c;ll'tlets and all equipment shown on
the drawings or cl)yerGd 'by this section of t.he specificat;i.on~;. In, g0::::erflJ~,
this includeEl, but is not limited to the furnishing and inst.alling cf th6
following ~
f{.. Comrlete system of secondary service wiring and equipment.
0n 11.!aL cl:l.stribution switchboard and provision for power company metering
equipment .,
c ~ Complete system of feedel.s and associated equipment.
1" Co~lete system of branch circuit wiring and equipment for lights, plugs,
and power.
e. Lighting panelboards, lighting fixtures, wall switches and cc.tllienience
outlets.
f. All hangers, anchors, sleeves, chases and supports for fixtures, all
elect:r.ical materials and equipment.
o
g. Conduit and outlets fer signal system.
h. Provision fer P. T. & T. telephene system, including cendui t, terminal
cabinets, outlets, etc.
i. Furnish, install and connect switches, ete.., required for equipment
covered by ether sectiens ef these specifications.
j" .All excavating and backfill as required and subject to' approval ef the
Architect.
k... Gleaning and paj.uting of materials and equipment installed under this
section of the work.
1" All lamp bulbs an.d/ or tubes for lighting fixtures.
t.ERl>lI}s~_BPLE8_AND SAFETY CRDE~: Cl)ntracter shall provide, precure, and
pay for all permits, licenses, fees, etc., required to carry en and cemplete
hh: work. .ill werk and materials shall be in full accordance with the
le.tef:t J'Ules and regulations of the NationaJ. Electrical Code; the state and
Local. laws and erdinances; the Electrical Safety Orders issued by the
Divisi"n of L'1dustrial Safety of the State of Calife:nia; the Regu.lo1.tions
of the St~te Fi1.'l'l M:1.rsha1; and with an3r prevailing rules and regulatio:1s
pertaining to' adequate protection a.nd/or guarding of any moving parts 01~
ot.herwise hazardeus lecatiens. Nothing in t.he specifica.tion is to' be
construed to permit werk net conf'orming to' these regulations.
c
K(.EOTRIGll. \>lORK
J-) 'h (,~.L~,,2<:
SECTION Eltl
'E'f1.ge '.?.
c
Wh011e'irer t.he d::'''aw.ing~ or specif:V:<::d:ioD3 7.'eC;lE;:,e materia~s 1 werkrl"\nship,
D,'X'rnngp'IIl.mti or ccr~.~i<.:"~;'7;"=icn. of a higher standard or larger S:t~n than is
l'Elqu:tre:L b:r tbc nb'.)ve ~.'ule3 a."ld regt<J"ations, the drawings and ape c ific5. tione
~~Jij.al:l. tak:~~ j;,:'8CE:;c'i7)D.ce.~
Should there 1'6 any Jirect conflict between ':jh~ ;;J,bow ment.iored ;:,'";guJ. s Ucns
and the drawings or specifications, the regulations shall gove::':,";l.. N~
ex'~ra cha~t'ge will bo paid for furnishing items required by the J"'"lglJ.latio":3,,
but no'!; ,:mecified or shown on the drawings. RulL"lgs and interp:t"et:;r'i:l.cns
of the enforcing agencies shall be censidered a part of the reguJ.e.tLro.s"
~1-~TC SIt!; The Oontractor shall visit the site, take his own measure-
IIlI?-1:.tti, and varify the exact conditions for himself. It shall be the
Cor~.l,l~act?'t' fs responsibility to obtain for himself all informatie:n. necessa..'7
f or an intelJ.igent. bid. No allowance will be subsequently mac;,A lW -:~!->8
.A.rehitect for any elTor or omission on the part of the bidder in this.
cOll.'1ectien.
2J:.fE GQ@,I:I'IO~: The Oontractor shall exercise extreme care during i:I,;{caTh-
ti...,n to avoid damage to existing utilities. He shall be held responsible
fm: a"f..\Y damage arising from his operations and he shall repair to the
satisfaction of the Architeot any such damage.
~?PONSIBILlTY AND COOPERA'UQ!!: Oontractor shall consult architectural,
engineering, structural and mechanical plans and check them with his work,
as he will be held respensible for cenditions shown on one end net indi-
() cated on the othe!" t.~at may affeot his Oontract.
~UPERVISION AND WOR.T{lvf.lU1SHIP: The Contractor shall personally or threugh
an authorized and competent representative censtantly supervise the werk
an.d shall so far as pes sible keep the same foreman on the work frem com-
mencement to completion. The workmanship of the entire job must be in
ei.>ery way first olass and only experienced and competent workmen will be
allowed on the jeb. Incempetent workmen shall be dismissed.
OUTTING !UW RE~AIRlNJi: The Centractor shall do all cutting necessary fer
the preper installation of his work and shall repair any damage done b.1
himself or his workmen and shall coordinate his werk with that of other
parties. No cuttinr. shall be done except with the Architect1s appreval.
The Contractor shaJ.l patch and repair all surfaces damaged by himself er
his workmen. The patched surfaces shall match the existing surrounding
surfaces 1.."1 material and finish and all repairs shall be done to' t.he
satisfaction of the Architect. All such cutting and repairing shall be
done conforming to' Sections 61.3 and 617 f and k Title 21, Public Works,
of the California Administrative Code - Current Editien.
c
PRGTEC:r.IQN AND CLEANJ1m.: During const:r.uction, all work embodied in th:i.o
specification shall be properly protected frem dame-ge dene by accident 01"
etherwis6f1 Defective parts shell be repaired and replaced by the Centracter
at his expense and the entire werk left in a condition satisfactory to' t..~a
Architect. All rubbish, surplus material and debris resulting from this
\lo:r.k shall be cleaned out Bnd removed from the building and premises by
t.he Contl"~.~cto!" at completion.
~!;;:'ECTRI': ,A.L 1t1O:RK
SECTION F.W
.~.;f;; 1) <Jj'4:.2~~?
'::'."3.ge ;>..
Q
~P?f,.rj@,J:..J;t1i'4-Il?JP;g ~ J\J:. eleci.dcal na"t;",::"La,ls shall be n.~'" 8.t:.C). li:s'ced
:,-rith th~1Gnd(;:rwrj.tel";" L~i::m:atories, Inc., shall. meet, thei!" j."equiren:ents
R.nd 8:~:'~::.:. ::K?.;;'; theil' 11.001 where'ver standards h'lV6 bE>en established an;}
,',"bel ~';e~J:.I'. 1.t3 r-seule:.rly furni.shed t; '!;J!.',\~ ageIlcJ~"
c~:t;alog numbers 6..110. manufacturer fS names and dat.a are gi"~n L'l tJ::,o cbo:wings
and specif'5.catiens t.o establish the standard of equality, util.it.Y7 ;;-\',1:-:~"i~,.')n,
safety:, appea..:-alw~.. dimensions, and accessories I'-:;quired. It S~Ja1;. be 'the
responsibility of the Contractor to furnish to the Engineer complet.e
sU'9Port.ing d"l.ta and samples, if required, to prevl':' equality to the standl'lr<1S
,:I:pdcifi,E,d c.
Wjthin twenty days after award of the centract, a com,le';~e list of
mater-ial,:; p:,'opesed for installation shall be submitted to the .Ar:;hit.t;Qt.
This list shall include mal ufacturer I s names, shep drawings, cateJ.og cuts,
borcbures,9 etc., and shall be submitted in quadruplicate. If' the lL;t
includes items proposed as substitutes, it shall be R.ccompanied by f;11?-
porting data that. eJ.early compares the substitute with the specifieo item
in detail as to' quality, utiJ.ity ~ fuction, safety; (;,ppearance, d1mel.sionl3
aT,a accesseries. Slould any '~ables, graphs, curves, chart.s~ etc.;) be
3'(;.bmitted fer the pu..orpose ef establishing equality, they shall be ba;;!ed
on a standard set of basic conditions and requirensnts as established "::Jy
Tecegni7~d engineering secieties, manufacturer's associatiens, etc.
o
The engineer or the architect may require that samples of proposed cub-
stitutions be submitted for review before a decision is made. Samples
shell be standard i.tems ef their manufacturers.
The decision ef the Architect concerning the allowance or disallowance of
any' substitutien will be final.
SHO~DI~~~t~: The Contracter shall submit to' the Architect, fer approval,
the fo1J..O'..ring drawings prepared by him in accerdance with the plans and
specificatiens.
These drawings shall be in the ferm. of blueprints drawn to scale and shall
be completely di1nensioned, giving front and rear elevations, together with
such sections as 8.l"e requ:fred to clearly show censtruction and shall be
submitted in quadj~l.lplicate.
a. MUn panel.
b.. Distribution I1J.nels.
c. Lighting panels.
d. Lightin.g fixture cuts.
!.tQl!N1J:PTIQNS TO MECHANICAL EQUIPMEm'.= Contract.or shall furnish and install
COUdili t, wiring and all electric connections from b'J.ilding wiring t,,') the
lllOtors for the heating, ventilating and/or plumbing equipment. He sh8~1
furnish all switches, m,otor protection devices and necessary control
wiring not furnished under other sectiens of these specifications. Read
th('J Heating ~ Ventilating and Plumbing SI:e cifications .
o
Q
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E:::.ECTRICAL WORK
SECTION El';
i'~l:...i) .J\-2~~,
.f~:tge 4..
Tho (;vn't.r.?~tor sha.D. ascArt.a1n fr0~ oiihi):t' Contractcrs furnishin~ alee: trj.celly
ope:ra'~ecl 01' driven Hq'iJ.i;;ue:::lt, the exact size and type of such equipmen.t,
the e:x~ .:~ },o{Sttions 01 such equipma 11t, the propf"r point wharf) elect-ried
(;':)1m,ectior;,~, <:hould be brought threugh :0.007"'" or vIall!'], as the case lI'p,;r be &
'l'hc l"~at:i on;; shry;m on:'.he (J:t"awings am dif',&':("'3.mmatic nnly ~ and t;,'1e f't.llJ.
responsibility for (;orrect locatiens shall 'be placed on the Contractor..
~rb.~ Contractor is referred to the mechanical drawings and specificati(,~....r
fo.... L"'lformatien concerning motors and contrel apparatus and dlagre::tlS 0 A.U.
wir.ing E:baJ.l be c0lor-coded.
11!.~IJ'IFIGATI~.N-.OF S'wITCHES AND APPARATUS: All distributien panel circuit
breakers, externally operated switches, motor starting thermal switches,
pu.'3ilbuttons, time clecks and apparatus used fer the opera'liion of or con-
trol of drc11its, appliances, 0'1' equipmnt, shall be properly identifIed
l.dth engraved device plates or phenolic descriptive nameplates. .All such
mtmeplates sheJ.l be submitted to the Architect for approval. before bFing
secured on t.l:2e apparatus. Cardholders in any form are not acceptab~,e.
BR!J~CH CIRCUIT WIRING: The drawings indicate generally the routes of all
b~ch circuits as far as it is necessary fer clearness. Runs to panels
hS,1e been indicated mrely as starting from the nearest outlet and pointing
in the direction of the panel (l Contractor shall centinue all ouch circu.i.. ts
and conduits to the panel as theugh the routes were cempletely shown. All
l.viring which terminates in a panelboard, pull bax:, er terminal cabinet or
wai..ch passes threugh an outlet box or pull box, shall be labeled with E-Z
Code Wire Mu-brs, showing circuit number..
~ NOTES.: Batere final acceptance of the completed jeb, all equipment
and materials shall be cleaned of rust or any foreign matter and any
damaged finish on equipment or material shall be finished to' the Architect's
satisfaction~
Flus,h mounted panels, terminal cabinets, recessed fixtures, etc., that are
feund to' be too deep to allow a flush fit shall be previded with a wood
trim between the wall and panel trim, its outer edges shall be quarter-
re~ a..'rld it shE'll be finished as directed by the A."'"Chi tect l)
lIJhe:ro -ewe or more 'bunbler switches are insta.J~ed at the same lecation, they
shall be insta.lled :tn ganged outlet boxes with suitable cevers and ganged
flush pla'lies.
M>unting heights of receptacles located at counter lecatiens, shall be
verified prior to roughing-in. In general, Teceptacles shall. be located
abov.:J the counter back splash.
Instruction and maintenance manuals, descriptive literature, etc., fur-
nished with equipment installed and all receptacle caps, additional f'uses~
et,cc, called for by specificatiens, shall be turned over to the Owner
befo~ final completien ef the job.
QlJ..~1JPE TELEPHONE SYSTE~: Furnish and install a complete conduit and
:mtlet system including conduit ~ terminal cabinets, phone outlets, etc.
Pro~Tide 011e hole cover plate over blank outlets for future installation
of a Public Telephone SJB tem. Installatlen of all conduits, cabinets,
8.nd outlets shall meet the appreval ef the local Public Telephcme Company.
FJ.ECTnroll. vieR[
S"EGT TeN Et{
)':i~) c:~}-;,..22
:.~;~..ge 5.
Q
ELEG,\'R.IG!\I, SERVICE .AND DIST"S.IBur.IO~~: Servic'J and distribution shall be as
8"b~;"n'O:n'tr..e"dra;rn~~;':'-'G~n:rractors hall ~onsul t Utility Cempan:r J!je deter-
mi.ne t,h:-: iI' :3::?,,,.c:t. reCf'.1.j.~.:'ane11ta and h€ shcl1 furnish ill. ma.ter:leJ_13 a..'1.d l.?..bor
B.~ld :?A.Y d~J 1\0StS no"'.:; fumlshed or p$.if. by r~:;.lity C'Jmpany to complete
se:;."t'\rl(;a ir;s.:~:;-nai.~io:'~.e
GROUNDING: The nellt.ral wire of the interior wiring system she.11 'be:- per~
~:;;illygroundedo Grounding of all equipment, motors, switche~~ etoop
shall be in accordanoe '-lith the requirements as se.t forth in the ,1!:J.entricaJ.
Safety Orders of the C""lifornia Administrati va Code, Title 8, Illdll.s.l~rial
Rsl:o-.tions .
TE$1'.2: The antire installation shall be free from short circuit s and
:unp~~cpe:T:' grCi~mds..
Test all feeders b;r means of a 500 velt megger, after cable is connected
to panels I'l Furnish Architect with copy of all megger readings befo-::oe
power is applied. The use of a buzzer fer testing will not be accepte::ole!'l
Test panels and circuits by means of a megger for grounds and shorts, with
matns disconnected from feeders, branches connected and switches clesed,
all fixtures in place and permanently cennected, lamps removed or emitt.ed
frem the sockets and all wall svitehes closed.
o
Test each individual circuit at the panel with equipnent connected for
proper operation.
Ground tests shall meet the requirements of t.he National Electrical Cede.
Upon completion of the \-lork, make a final inspection and operate equipment
unrler normal conditions, to the satisfaction of the Architect and other
interested autherities.
l~ke a.J~ tests in the presence of the Architect.
qUARANT;p,:E.= The Contractor shell guarantee all materials and. workmanship
for tl. period of one yeaJ:" from date of acceptance by the Architect. Any
del'e~.lJs due to taul ty materiaJ.s, method of instaJ.lation er workmanship
within t.lJ.e peTiod shall be repaired er replaced by the Contractor premptly
upon notice by the A1:"chitect, at the expense of the Contractor.
~nRIA~ :
a. 'l'umhle:r.- Switches: Hubbell #l221-1 Series.
b" Convenien~e Outlets: Hubbell 115262-Io
c. Roceptaele Caps: Hub1::e11 #5264 - Deliver to' CMner, 20% of total number
#5262 receptacles installed . Deliver to Owner also, ene cap for each
other type receptacle installed.
o
d. Cloek Outlei.o: Hubbell #5233.
eo Device Plates: .040" stainless Steel, Satin Chrome.
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EIEC'1.'RICAL \.1'OP..'K
Sl!:c<r:rm,l Elf;
Pn. ge 6(:
.",;'_,I,}
,"~~}-~~t~
f" Safety St:itcn,3s: Sq'J.are D, Typfl ND"
g... The,1'D1a'L ;',;,;.-Ltchsi3; GE 'Iype CP~OCJ_. &,ritche~ in finished arE',as flusb
:m0~:.ni,:;(~ "
h.. Time Switches: Oangamo IlvTZ-X..
~Cr.IlIC. FIXT~~: Furnish and install electric fixtures complote and
ready for serv'ice in accordance with fixture schedule together w5,th lamp
bulbs and/or tubes of size indicated for all fixtures and lamp hO).ders ~
Fixtllre:ie signs are indicated on plans by type letters. Cata.log :number-s
specified designate fixture types required.. Fixtures shAll be equal to
t..b.'Y30 SF'cif5.ed in their design, perfermance, appearance:l quality ano.
utilit:r subject to approval of the Architect.
All fluorescent fixtures shall be equipped with CBM-ETL certified General
Electric, Adv'ance or Jefferson high power factor baJ~asts. Ballast shall
be guar3.J."1teed s.gainst audible or ebjectionable hum or vibration. Fixtures
tln.t are unsatisfactery in the epinien ef the Architect shall be :cemcved
and replaced at the Contractor's expense, upon notice by the Architect.
Cent1nuous row fluorescent fixtures shall be i'urnished with joiners a.ud
aligners as recommended by the fixture manufacturer.
All fi."'<:tures shall bear the Underwriters r label.
.All flushed-in fixtures shall fit tight with the finished surface in such
a manner that no spiJ~ light will show bet.ween the ceiling and the fixture
trj.mo
All surface mount.ed fi:xtures shall be securely anchored to the outlet
bexes or ceiling furring channels to prevent any possible chance ef their
i'aJJ.ing e
l-bu,,"1.ting heights of suspended fixtures are subject to change and shall be
veri.fied prior to ordering fixt'.lres. In areas with exposed piping and
duct.s fix'li1....:re locations and heights shall be adjusted for ma..~imum
illumination..
Recessed fixtures shall be installed using supporting brackets a.'1d grounds,
art recormuended lJY the fix.ture manufacturer. Provide junctien boxes and
plast.er frames as required by codes.
iill, fixtu:i.:8tl shall be wired with No" 14 Delta.beston, or equal in quality
and utility) fixture wire. Joint.s &"1a11 00 made up as specified under
I'COll(~'..;.('t(jrs 110:>
All exterior lighting fixtures shall have stainless steel, or cast alwro.nu,'l!
brush finish trL'nS, and shall be fitted with weathertight gaskets.
Q.OND"[II: Cendu~~t. shall be full weight rigid sherardized or galvanized
8te,.)1. 1,;hr:.n:
J~II~f '.:::J.I~))I.TJ '~',~ ~.;.f:
Job 6;3-22
SF:(;TIO!~ glf]
J~f.ge 7..,
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,., "::! l.,in """d ,. .,~, '.. y.
1:':'... ct .t....-....~/._ ;,..u.",. .J.,,~4J~ ~....;,. .,
b. :1.1 ,}ODC:t"':."t.e Or' :-u,:.:Lst ],t')oat.ions..
o ~ .[n e:xpCf2€.d. J,ocat,J};ns bslC'1of 8 f'e.~, t abo'ere f:I,(..or-(j
Alwnir.uro. conduit, D.:.y b~ ins'(,allf;ld for cGnc~u,j:,~;:; 1_1/2'1.: a.uc la:rger in dry
locations.. Apply ID3n"LJ.i'acturer Is recol'l'lnended thread lubr.~,cf.t:L:'; ~-,O t..h!'~~:!l.ds
of a.lur,J,:),num condu,ic and fittings.
Conduit installed underground shall have a covering of llPaoool1 it.r,\.~apl
it1-4G-240-Kr factory applied. Couplings and fittings shall be field wrapped
aG l'9COl.llIDende;d by the wrapping manufacturer and appro,~d by the Archi1:.ec'\;",
C"r;:.c1J.i~' 1-1/4~1 and smaller installed in concealed 10cat5.c'JIls above ground,
Or.' exposed a.bove 8 feet. above floor may be thin wall el~ctric metallic
-:~ubing", Couplings shall be of the waterproof type.
CaDo:ui.t ~~.";1./4il and small.er installed under floor slabs of btlilding CtJe'~veen
31ab and waterproof membrane) my bs painted with two ceats 0'1' bitumineus
yaint in lieu of \-trapping. All joints and wrench marks shall be completely
c,)vered.
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.ill connectiens to' sliding ba.se motors; to' nechanical control instl'UlD.el1.ts
eT devices not mounted in conduit system boxes shall be made with flerlbJ.e
conduit extending from. a junction box in the cO'ndui t s-.rstem. to' the motor
cennectien box or the control irI..strwnent. Flexible conduit shall be kept
as sho~t as possible &~d as allowed by the Architect.
Conduit shall bear Underwriterts Laboratories Labelo Sizes of conduit
sha1.1 be as r'9quired by electrical codes or as noted on the drawing.
Conduits shall be securely fastened '~e boxes with lacknuts and bushings.
ConduJ.ts shall be joined by apprO'ved cO'uplings and. shall hl'l.ve ends butted
in all oases where couplings are used" All trapped cendui ts shall, as far
as poss:i.ble, be supplied '!>.rith bleeder or weep he1es.
GO'nduits shall be concealed in ceilings or walls unless noted otherwise.
Conduits S}:a11 be in$talled in a rigid ~.nd satisfactory manner with supports
~paced not more tJ,la."'l eight (8) feet apart..
Groups of conduit shall be supperted with Kinderf hangers; single cenduitf!
she,ll be supr')rted by pipe straps. NO' perfora"l:;ed tape "..rill be allowed (\
:Ex":)()sed cc.ndui ts, where a.llot,red, shall bo installed pal'allel to' or at
:;:ight ar'G~i.es to' building lines. All conduit fittings, outlets, junctio:n
boxes, etce, in expesed conduit installatien shall be Crouse-lIinds
tICo!:lduJ e.t Il ar equal, threaded type fi'ctings.
Exposed conduits shell be painted to match surrcunding surfaces using tbe
materlaj.s and methods specified under npainting".
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M.inJIl1llIll lll~'r.ial ef undergreunC! conduits shall be 18 inches belo~ finished
grade"
EIECTF.J:CL,L WO:1'K
tJ-; b t'~)~..2;;;
SEO'['IOfl EH
.Pa.i!.::: ;3 '.
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A.D. t:nderg:'I')";l."1d Cc!',ch::\ts ::m~er:i.n.g e>r lea1dng ":Jutld.:i.1?,gs shill b2. s:e6:.l.at\
with (.'3.huo, Ii':li m.a.3ti:: ,';!,-l;; 141;11 bexeo, panels, terminaJ. cabine"jS._ et.e..
Cotldv.itf,;! [:ltub~l\;.3. eut d:' pan6ls, t.errrJ:nal cab::net,3, e't.:!'ll? sllar.I 1.;;", capped
a'~ both (mds q
Condui~s stubbed out of buildings shall 87.t.'?Tld tr, an UlJ.pa'l~d, :SE,." ;:h~i,::.J,
be ce.pred, and shall be :marked by a 6" x 611 x 18" long Cencrete pvst wi:i;h
top s-st flush with :finished grade. Provide brase :plate engraved ;~Conduit "t
in top of pos'G q,
OUTLETS: Out,let bo..'I!:ee of a type to satisfy the condit.ions fo~ eac.,l>J ot1.t,1~'(;
'3hall'-1; empla:rod an,d shaJ.l be installed tn a rigid and sat,isfactor,y manner
by ~uitable screws.. Fixture outlet 'boxes on ceilings shall be 4" octagonaJ.
or il,-n./l.611 square., as required, fitted with plaster rings and set to CeIOO
flush ~fit.h finished surfa.ce. Switch and receptacle eu.Uet boxes s...'1e.ll be
1J')j.1'd.mu.m. 411 tlg,Ua.t'e sl'lallow or deep type as required, fitted with plaster
rings and sG1-, 'GO come flush with finished surf.ace"
The lc'c.:-.tion of outlets as shown en the drawings should be consldereu as
aprJI"r.iXim,~te only. Study the general building plans with relation tel
spe.ces su.r-rounding each outlet in order that this work may fit the work
under other headings and when fixture s or other equipment are installed
they will be symmetrically located according to' room layout.
o
Where acoustical tile is used, the celling outJ.ets shall be dimensioned
from the center lines to locate the outlets in either the center of a tlle
or at tl:e edt.a or cc:rner of the tiles. The Contractor shall ceoperate
with the acoustical tHe contractor to' make this pessible.
Where surface mou.Li.ting is necessary because of structural conditions,
cenduit shall ternrl.nate in condulet fitt~ngs fer switches, receptacles,
lighting outlets, signal outlets, etc~
The Architect reserves the right to move any outlet a distance of welve
(12) feet without any ac1dit;1.onal expense or cost.
QQ~P.lKL'tQ~: Ho wire smaller 'G..l}e~n No. 12 Ghall be used in any branch circuit
11r~ee;.: othe,:'Wise not.ed~, Gonducters anal1 be centinuous frO&l1 outlet to'
outlet ar.d :>,w sp."!.5.cs shall be made except wi t.'I1in outlet eT junction boxes.
All wie..ng shall be copper, type "Tt-l" 0:;:- .IRtill, 600 velt, except as ether-
wise Yl0te3cl", AJ 1 f.:plices shall be mechanicall;r and electrically perfect,
sold,sr.?d a.11d il:,~::;ulated properly with vinyl !.'la.stic tape. T & B or Buchanan
cOnn(:H.:'tors ".c,y be u.sed.
Wire and c::...bJ.e fer service and feeders f'hal1 be copper, Type RHW, 600 veHi,
tfitb. ~rec:pl'en("~ Jacket as IU8l1u.factured bJ.~ Simplex, Rome Cempany, or their
equal in q'.'.alit.y and utility"
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.All cables shnll be ins'liaJ.,led in conduit without the use of any lubricant
other than. nowdered soapstone or graphite.
ElECTRIC;"::.. ~nRK
J(,l) -6:':;-22
SECTION EW
Page 9",
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B~nr.~{ :tn C1:'l.ble shc:01. 'be so made that the ins'Jl~.tior. will not b~ ::njurcd
ar-.o. the rudi1J.9 cf the C:.lr'V'3 of t.ho inner edge c:f an;r bend shall l')F,l not
less tha..""l fivB (5) t:iJ"Jes tne diametE:r of the cf.~;le"
Thl3 vrire 0::" cabIr,: 2~1c.1J. no"t 1::0 J"inked or ~l';;'-h.;n.;j sa L'1jure'."I D?f01'9 0:,:"'
while drawing into th(~ conduit or at any ot.kJ,er time be,fe:re Lh(~ co~letio1'l
of th'? work" All uiril1g that terminates in a pamlboard, puJ.J, bcxj m::-
terminaJ cabinat or which pass through an outlet box or pull bex: shEi!..l ba
labeled with EZ Code Wire Mlrkers Q
li'J.l ,,;ire und cable s..~all be color coded and shill bear the UnderwritR.X'ls
label; shR..1.l 'be brought to the job in unbroken packages and approved by
tne Architect before being inst81~ed.
Md1!L~; Main panel shall be Westinghouse, or equal, Series 1 Building
Type, Switch and FuEe Distribution Switchboard with service secti::m to
meet utSJ.it.;v- company requirements and distributien section.
R\NE!:BQA.RDS AND CABWETS: Panelboards and cabinets shall be furnished
atilinstilled as shmm-;n the drawings. The lighting panels shall be
\-Iestingheuse, Type NQC with Quicklag Bolt-On circuit breakers and shall
be as hereinafter specified.
Q
Each branch circuit shill have a permanently fixed number, number card
holder will not be allowed. Provide typewritten directory mounted on
inside of cabinet deor, under glass giving circuit number and complete
description of all cutlets controlled by each panel circuit.
Provide leckout device for all fluorescent lighting branch circuitse
Panels shill .00 provided with proper gutter space, approved barriers and
adjustable supports.
Cabi.nets shall be 20 inch wide, surface er flush mounted, as shown en
drawings or noted, provided with single deer and trim complete with con-
cealecl, hinges. Provide combination spring latch, kneb and lock en panel
doer!:" n All locks shill be keyed alike. Furnish two (2) keys for each
lock",
Cabinet fronts shall be fastened to the cabinets with adjustable trim
clamf's "
Cabinets shaJ.l be of tt'1e code gauge sheet metal type with stretcher leveled
ste81 trL~ Qud dears.
Cabinet, including doors, and trim shall be fini.shed with rust-resisting
primer and two coats of grey enamel.
Each panel board. shall have an identifying engraved phenolic nameplate
attached by screws to the panel trim.
o
PISTRIBDTION PA1'EUt; Distribution panels shall be Westinghouse, or equal,
Type NDP or CDP with circuit breakers as indicated on drawingso Provide
each circuit breaker with engraved phenolic nameplate describing lead
served"
,
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EIECTRICAL WORK
Jb b 63-22
SEO~!'ION EW
Pa.ge 10ft
Cabinets &'l-J.aJ~ be as described under panelboaI'Cls snc. cabinets e::rcopt
cabinet widJcl1 9hall h~ bcreased as necessary.
!~ BQlqi'.&.: All pull boxesj unless otb:. l'"wi so:;, detailed, shall be fabricated
of code gauge galVSJ...lzed. steel and siz3d in ;:l.c~~rdance with applicable
codes. Pull boxes shall be all welded const.ruction fitted wit.h. ga.skets
and co'trers secured in place with brass machine screws spaced not more than
nine inches apart.
After fabrica.tien, pull boxes shall be cleaned and given one coat of rust
preventa1:iive ~).'3.int inside and outside and one finish coat of grey paint.
lli!~: T.he Contractor shall equip all fuse holders and switches with f'a,:,(-'lr{
of the proper size and type" An additienal set ef fuses for all fused
switches shall be supplied to the Owner f s Maintenanoe Department by the
Contracter a.fter all circuits have been tested. All enclesed fuses shall
be Chase ShaMmut "Renewable n. Fuses blown during testing and before final
acceptance of the contract shall be replaced by the Centracter at his own
expense G
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FORM OF PROPOSAL
.;
BID OPENING DATE
TO: The Mayer and City Ceuncil
City ef Gilrey
10, South Resanna Street
Gilrey, C~lifernia
Friday, March 26,
1965, atP3:00 pm.
Gentlemen:
In accerdance with your request fer bids fer the furnishing ef all
laber, materials, equipment, transportatien and services fer the
Censtructien ef Jail and Police Facility Building and site improve-
ments described in the drawings and specifications prepared by Akel
and Asseciates/Hughan and Hughan,' Architects, the undersigned hereby
prepeses ahd agrees to' perferm said work for the lump sums as
felle ws:
BASE BID: All cests invelved in the complete site imprevements and
Building, including all indicated Cencrete walks:
$ d~~OOO ~
~~. ';;J <~-~ t4J-~ ~
ALTERNATE NO. 1
~
7375
c~
If the werk under the Base Bid is modified by the cenditiens
ef Alternate NO'. 1, as described in Sectien 4, rlLD/~IIU=1 .
$
tf 7,
b v
-
ALTERNATE NO. 2
If the work under the Base Bid is modified by the cenditiens
ef Alternate NO'. 2, as described in Section 4~ ADD/DBI ~
$
7~ r (J cJ-E
ALTERNATE NO. 3
If the werk under. the Base Bid is modified by the conditiens
ef Alternate NO'. 3, as described in Section 4~ ADD/B~
$
?-~ () (J Q2..
ALTERNATE NO. 4
If the werk under the Base Bid is modified by the cenditions
ef Alternate NO'. 4, as described in Section 4r ADD/n--.~ '
$-
00
/20r)
Ferro ef Prepesal - Page 1
The undersigned further agrees to' complete all work under the Centract
within seven (7) claendar months from the date ef beginning work.
The undersigned has/have carefully checked all the above figures and
understands that the Mayer and City Ceuncil ef the City ef Gilroy will
net be responsible fer any errers er omissiens ef the part of the
undersigned in making up this bid.
Accem panying this Form ef Prepesa1 is:
( ) Currency er Cahsier's check
( ) A certified checlc
(~ bid bond
in the amount ef $ / tJ ~ 0.1 fie> b lei .
payable in faver of the Mayer and City Ceuncil ef the City ef Gilrey,
which is agreed, pursuant to' the Invitatien fer Bids, shall be retained
as 1 iquidated damages by the Mayor and Ci ty Council in the event that
the undersigned fails to' execute the contract and furnish the necessary
bends as specified, within ten (10) days after netificatien of accept-
ance of the bid.
In submitting this bid it is understeed that the Mayer and City Ceuncil
ef the City ef Gilroy shall have the right to reject any and all bids,
and it is further understeed that this bid may not be withdrawn fer a
peried ef thirty (30) days after the scheduled clesing time fer the
receipt ef bids.
The E ollowing is a list ef the names and addresses ef the mill, shep,
oreffice of eAch sub-contracter who will perferm werk er laber er
render services to the undersigned in er abeut the construction ef the
work er imprevement contemplated by this bid and the portion of the
work that will be dene by each sub-contractor:
Ferm of Proposal - Page 2
~ \ '<<
.' J ..
by this bid and the pertion of the werk that will be done by each sub-contracter:
S UB- CONTRACTOR
NANE AND ADDRESS
/""to #..#:-/ r~ v 4 , . '-r-;7 _;:d'~ (j .
~~..ux.-e (.52r-a-;r,~l/~ (-&0 ~
L fA-e~ Jt'Z. - ~ ~~. ~~.
/2/,-r# ,/J / "tJ:://!
/LUW ~~~1 ~ /~~l;~,?
NJ;y--: 't- 4P~ - @M~~
&-c~ ~f7;~ - >>/~~ !h~
fP~ kE/ - ~/u7!z / ~&Z:4
thv-';;f ~~1g- - ~L~
~~I?~. - ~J'
fiI~ ~/lr~- Qa;J ~.
~~~~- ~~ If--~
~
"'tr~~ - ~U
;t~ )5~~ - j/P~
~:d1~ ~1
1Yh0~L- I~ fi:;;t
/Jn~ ~ - lj~
rL~~ f2c-Jo--<?-"
~ !h-e
L j)~
m&rJ~ ~dw-
~~
Form of Proposal
Page 3
.~
'.........
.
..
The undersigned is licensed by the Contracters' State License Board of the State.
of California to perform the work hereinbefore described and holds State Con~
tractor's License No. 11--7.5"t1 9
,.
Classification: (3 -j
::~l N~;'~sfr~~;~ ~~:lel
ADDRESS: ~ 9'0 ~/.'i~ \. ~,.v
Sq.., Vt7S<-/Cq/.t-"
lj~ ~.,
Dated this 2,& day of
/V~rc--t,
lq65
NO BID IS VALID UNLESS SIGNED BY THE PERSON MAKING THE BID.
Bidder must check one of the following classifications which fits its type of
business organization and furnish all information required under that classificat-
ion.
Please type or print your answers.
( ) Bidder is an individual, cnd the Bidder's name as it appears on State Con-
tractors License is
( ) Bidder is an individual doing business under a firm name, and the individ-
ual na~e and the firm name as it appears on the State Contractor's License
are:
Individual Name:
Firm Name:
( ~Bidder is a corporation and the full name If the
on the State Contractor's License is: ~ ode!,
Corporation is incorporated in the State of:
corporation as it appears
r: 0 >t~ fru ell '" VI &p ""'~~jII y
C L) lli-n r 14 ,'OJ' /
( ) Bidder is a Co-Partnership and the Firm name as it appears on the State
Contractor's License is:
FORM OF PROPOSAL
Page 4
Lncluded under
97-44-54
BOND NUMBER
D Coverage is provided in the Company designated by letter
A Stock Company
. RHODES CONSTRUCTION COMPANY
690 Kings Row, San Jose, California
, .
BID BOND
Principal
~9~Q~OU~
INSURANCE
WHERE YOU ARE
ALWAYS NUMBER ONE
G=GLENS FALLS INSURANCE COMPANY, Glens Falls, N, y,
K=KANSAS CITY FIRE & MARINE INS, CO" Kansas City, Mo,
. CITY OF GILROY
Obligee
. TEN PERCENT (10%) OF THE AMOUNT BID
Amount of Bond (exp,... In words ond fI.urnl
MARCH 26, 1965
Date of Bid
MARCH 26, 1965
Date Bond Executed
Description of Bid
Construction of Jail and Police Facilities
KNOW ALL MEN BY THESE PRESENTS, that we, the above named Princ~~1 c{ht!tr~iriaffi!!rrc~led P'riilcif:l'a~tM Principal, and the
Above Designated Company, (hereinafter called Surety), as Surety, are held and firmltt~;'jjn.JQ;t~'above named Obligee (here-
inafter called Obligee) in the Amount of Bond stated above, for the paymerit whereof Principal and Surety bind themselves, their
heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.
WHEREAS the Principal is herewith submitting the accompanying bid, described above.
NOW, THEREFORE, if the bid or proposal of said Principal shall be accepted, and the contract for such work be awarded to the
Principal thereupon by the said Obligee, then said Principal shall enter into a contract for the completion of said work and furnish
bonds as required by the contract and specifications, or the call tor bids, or by law, or, in the event of the failure of the Principal to
enter such contract arid give such bond or bonds, the Principal shall pay to the Obligee the difference, not to exceed the penalty
hereof, betwe~n the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with
another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force
and effect.
.
By
(Seal)
(Seal)
By
Don
Attorney
Form 15162 "'::J'.
Rev. 5-62 "L~
ACKNOWLEDGMENT IF PRINCIPAL IS AN INDIVIDUAL
State of
County of
On , before me personally came , to me known and known to
me to be the individual described in and who executed the foregoing instrument, end ecknowledged to me that he executed the same.
~ ss.:
Notery Public
ACKNOWLEDGMENT IF PRINCIPAL IS A PARTNERSHIP
State of
County of
On before me personally ceme
to me known to be a member of the firm of , who executed the
foregoing 'instrumeh.t, and acknowledged that he executed the same es end for the ect and deed of said firm.
~ ss.:
\
Notary Public
ACKNOWLEDGMENT IF PRINCIPAL !S A CORPORATION
State of California Z ss.:
County of Santa Clara ~
On Har. 26, 1965 ,before me personally ceme Gary G. Stokes
to me known, and who being by me duly sworn, did depose end sey: Thet he is the Vice President
of Rhodes Construction Company , the corporation which executed the foregoing instrument;
that he knows the seal of the said corporation, that the seel affixed to the said instrument is such corporate seal; that it was so
af!i>ed by the o,de, of the boe,d of d;recto" of ,a;d co'po,at;oo, eod that he ,;goed h;, oam~ ,e;d ;OrlNmeot" by like order.
~L-~~
. HELEN t. BUEHLER Notary Public
My Commission Expires Aug. 9, 1966
GLENS FALLS INSURANCE COMPANY SURETY ACKNOWLEDGMENT
State of
County of
On , before me personally came
being duly sworn, did depose and say, that he resides in
that he is the attorney of the Glens Falls Insurance Company, the Corporation described in and which executed the within bond
through its lawfully appointed attorney by virtue of the Power of Attorney issued to him, and that he signed said bond by reason
of the authority granted therein by the Board of Directors of said Corporation; and that said Corporation has received from the
Superintendent of Insurance of the State of New York a certificete of qualifr:=ation of its sufficiency as surety under New York State
Insurance Law, Section 327, Subparagraph 2, and that such certifi~te has not been revoked.
~ ss.:
, to me known, who,
Notary Public
KANSAS CITY FIRE & MARINE INSURANCE COMPANY SURETY ACKNOWLEDGMENT
State of
County of
~ss.:
On , before me personally came , to me known, who,
being duly sworn, did depose and say, that he resides in
that he is the attorney of the Kansas City Fire & Marine Insurance Company, the Corporation described in and which executed the
within bond through its lawfully appointed attorney by virtue of the Power of Attorney issued to him, and that he signed said bond
by reason of the authority granted therein by the Board of Directors of seid Corporation; and that said Corporation has received
from the Superintendent of Insurance of the State of Missouri a certificate of quelification of its sufficiency as surety under Missouri
Insurance Law, Section 379.020, and that such certificate has not been revoked.
Notary Public
I
"I1U~Q:::::Y O~m~~~~~:':JscqmJ "
5\ p~'~~E,RT A. WOOLL
~. r.":-,,'~)''-i'''\ r.:r;,.,.,,/'- ~'" ''"\ C ,.........."
','''' ,') 1':"1'", j ,'J:;',!" - J'\LlruRI\JlA
.{i ; C:1V ::, lj;\I-"VOF
. -' ",~, ..j . ";~.:~j~::O
Y"- ".,," <;W--' '_,/c'~~;,.:~ ':.;;.'''~
C-IO.S
On this..._....,~~_t.h......,._day of-..._....}1,a.~~h,mm__m,..._..,m...in the year
One Thousand Nine Hundred and._m,~~~~tJ,~Y,e.m______........,before me,
__" '__'____'._ __ __" m__"'''' ____,._ __" 11~?~~~:r, ,~: _ :VV(),()~~.._ __""" ____.. ma Notary Public
in and for the saiL......,C1TY..lillO......-----County of....~AN..f.8ANCJs.CO____,..
,residing therein, duly commissioned and sworn, personally appeared,..,........
..._._,m..,m__..__..mP,~ll.Clm~.,..,(;()J()lIl1>m__..._mm..m___known to me to be the
ATTORNEY of the GLENS FALLS INSURANCE COMPANY, the
Corporation that executed the within instrument, and known to me to be the
person who executed the said instrument on behalf of the Cor poration therein
named and acknowledged to me that such Corporation executed the same.
IN WITNESS WHEREOF I have hereunto set my hand and affixed my
official seal in the County of-,J)/\N.rR,A.f'J~,',S,C.9..m....____the day and year in
this certificate first above written. i: ~. . C " ;;' " L' .' ,/1
_,___,_,_____" ",___,_.._Zf:"YLt., """ ",(1./"" ,__ {:, ,fY'~,{{:~"
Notary Public in and for the..CIIY.,AtjD,m..County of
_m..~AN._F.RANCISCO____..._.._m__,m..State of CA[IFORNI
M " .
y commiSSIOn explreL[EBRU.A:R'f'T9:'i96Sm
~
..
FORM OF PROPOS.AL
B!J) OPENING D.A..TE
_..-.,.._........-...-.....,4.~ ~_
""""
'.co; The Hayor ,end (;i~:y C"j\.m~U
City of Gilroy
10~ South Rosanna Street
G:1~oy, (~lifornia
F':,;'j, Jny:> t{t rcb. :6,
1 qG')~ at'''3:00 pm.
Gentlemen:
In accordance with your request fo~ bids fer the furnis~ing ef all
labo~~ materials, equipment, transpertatien and services for the
censtr\.lct:i.en of Je.i1 and Police E'E.ciJ.ity :Building and site improve-
ments described in the drawings and specificatiens prepared by Akel
and Asoeciates/Hughan and Hughan., Architects, the undersigned hereby
rrepeses a~d agrees tc perferm said work for th~ lump sums as
foHe W;3:
BASE BID:
1.11 costs invol',ed in the complete site :i.m?revements
Building, including all indicated cencrete walks:
$ L7;< rt;/j;-
. ) .-....-............-.. ~-
and
.~
ALTERNA7E NO" 1.
7f. the werk unde:- the Base Bid is modified by the conditiens
of Alternate. No" 1.>> 3~ ci::~c!'ibed in Sect:lon l;.? ,':l:='/?'Sr'l.r:
$_._-6..Z~
AL1ERt'WfE NO. 2
!f the werk under the Base Bid is modified by the cenditions
of Al terr.ate NOQ 2, as described in Section ~.' AJ:::;i~Er;FC:C
$ ~/?Z
_____~. '!I.. a.- .
ALTERNATE NO.. 3
If the work \.!nde~ the Base Bid is modified by the conditions
ef Al ternat0. No.3, es described in. Section I~,. :ii):,ID.S::n:'tT
s__~_~-i:'__. _'_~J_
ALTERNATE NO.. tl.
tf ~he ~rork under the Base Bid ls ffi~dified by the ~endition3
of Alternate No.4, as descr~.bed ii.1. Sectier. {r~ A::i:.:;iI:f.DGC'2 .
f ..-u---L_tU'$t-____
Form ef. Pr~posal - Page 1
"~"
'!'h::; l't"'der$ig;~ec. further E:;5:::'a<:z to corrl~...ei:e all work undp.:: ~:he co;:\tT.act
(>i1'it:h::n Reven, ~i) ~laer~dar. m:)':1::::!:ls h:>O~l ';:he date of begiT:!i1.:1..1.g ,verke.,
,,~
Rece:lpt of t1::.3 foHox,ing Ac>i:n,da :i.? $c1~n.o'Wledg'ad:
Addendct"l #1 (Con'l:!'actor'E: signature)
~-,,,,,,,""".,:_....-.......--..-.,....~----
Addenclum In (Ccn~racte:cPs signature)
-___.__......1"'_...___"'-
A.j,,:k'.t"1d'..:r:t #3 (Cont7."acto:t'~s si.gnature)
_..._t.____:_"._....-.......-------._...,....
!.,";.den,Ql1-:: ;f.!4 (Contractor: s signature)
-.----.~...-....._""t,_~_
Addendum #5 (Cont~actor~s signature)
__'cn-c..,_____..;,:....._.-___.,_~.......__,....,...,...,..__
Adden~t!m #f (Contract04fS signature)
-...--........-..-........--.....---."".---.:...........-
Th9 uudersigned has/have carefully .:;becke.d all the above figures and
u::-:.derstands that. the Mayor and Ci'i:y Ceun.cil of t.he Ci ty of Gil:l:oy ,~il1.
riot be responsible for ~ny er.rorR 0~ omis~icns of the psrt of the
undersigned in. ~.nH;.\:~.n.:?; u.p this bid"
Accom pan:y"i~.g. t'h.:i.D Fc't"rr.. of P~oposa.~.. i~:
~
( . C
\. ) (:Ur'~'2~1.'::Y 0-: ahs iex'- S ~heck
( ) ,l;, CE:);.t~ fieri cb.;ck
fj)A (,::'0. hC:l~l
in '~h<: "3ItOUtt of ~~ / () % () /::' B If)
-...--.-.t.--..........'----....~_____.......~~~_._,___.a.<......,............'-""~.__.:;_
payable in favor of the ~1ayor and Cit:r CeunciJ of th~ City of Gilroy,
whieh is egreecl~ p1.'~BlJ;:l:lt to the I;,l~,T:ltat.;len fo~: Bids, shall he :r.etainE::d
as Hquldated demC1ges by the Mayor 1~n.d City Council 1.n the event that
the l..ludeX'signed failG to execute the COil.t:r.act and furnish the necessary
bonds as sJ?ecifieci~. w~.thin ten. (J.O) days aftE::~: notification of accept-
ance of tn,'?,. bid.
In sumnict!ng thib b~d It is understood that the Mayo~ and City Council
of th(;; C~.'1:y of G:i lroy shall have the !'ight to rejc:~~ any and all bids,
and :'1: ';.s fu~:ther t:nrle,~st~oci that this bid may net be withdra\\in for a
?E,J~iod ,~:r: ti:oi:o..'i''V (30) c1ays afte:;-,' the scheduled cleRing time for the
l'~ceip';-. n7 bids" .
'.'?'..c. E ,,:.lo';v:h),3 :;'3 on U.et vf the o.ames and addresses of 'I:h.; mUll> shop~
o r off.ica ()~ :i'!p~t. ~lln-C'":~.,..1":>:,actor who will perform werl,; er 19bor or
~enclar ~erv~ccs t~ the undersigned in or about the censt~u~tior. of the
work er imp:-:eve:nent contemplated by i:his bid and the po.C'tion of the
,'1Ork that ~,'il:. 1:.8 deve by each suh-('nr.f",...q~~or:
Form of Proposal - Page 2
........
. ,-'
by this bid end th~ portion of the work that wi E be don,e by each sub-contractor~
"""""
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Form of Proposal
Page 3
I'" '
.
""'"
I"""""
'-'
c;;:~~,
~
.
The uw:1e:-:s:i.gnsc; ~n ;,i~en'3ecl by the Contractors' State License Board of tOe StatE,
of Colifo~nic to perfor.m tr.e work hereinb~for~ dp.scribed and helds S~ate Con-
trcc~or' c Llc~nse ~~o. .,_gJ..~~/___.___",
~~lUSS::i::.:GC;UC:l: n.J
--~ -, ---.._._.----~..-"'.._~~ ---.. -------
F-P1I ""'-f"". JC))... /i n.. Ay;J . L
1. ". 1'1, ,~.-. ../~ ~..1 kL,7 -bJ.J...f!k,.. ~__._.._
lsY~ --t.1l.t2~~._--_.._--_.__.,.------ Title: _()&L~Hc'
"iDDj<Z;S:, ~ 10 -r. -3 12 - v ,:> 6"'7 ,
-I4-L----:r-~~..,Q_- Q..-Z..L__.._.., ---
6/J/I JaSti alJ-L./r
.) .,
L'vtPj this --2le_--- <lcy vf__.ll1Ll--L2.<-.tL_.__... 1965
j,~C BID :;:S V,/'LID UNLESS SIG~lED B~ THE P,€RSON NAKIl'lG THE BID"
Biader must check m.e or the folloHing cltJssificDttons which fi1:s l'\:S type of
bUf?iness orgat'izaticn o:\d furnish <111 information Lequire-a under that clnssificn'i:-
;.0\1.
PJ"",:'.,i~ ':ype or pr:.nt your a..8~.lers"
1)
<:
Bidde:-: is mL :indi.....idunl, CW'l i:h~ ;:H:!ci~r!s nane as it cpI'ea:::') on State C:on-
t:-:oacto:rc i.icer..se is --/?J.J....L.lJ./1&./t..aId..____._..._,_____.._-__..._.____,
) Biclder. 5.s an ~.ndividual cioin,g b~siness under a firm nome, a,.d the indivicl."
uol n:i:":f, nr.e tl:1e firm nDme .:18 i~ Clppea"s on the StatE Cont;;",'1ctorts L~,ceuE'e
R)'e::
Indi'Tiduol ~';r:J\Ile~
;?:: l'm None:
(
,
) Bidder is a co~?c~a~icn ond the ~ull name of the corpor.a~ion as it appcar~
on the State Ccnt=actc:~'s License is~
Co::"po::-Dtion :'is inco-"-pcrot~d in the State oi:'~-==::---':"--
( ) 3iecer is a Co-Partner~hip and t~e Fir.m name as it Dppears 0:\ the State
Contractor's License is;
FORH OF PROPOSLL
Page 4
.
M.A STER
1~2224
Bond No.
BID BOND
KNOW ALL MEN BY TH~SE PRESENTS: That Wef." R. L. CJmROLL, RT. 3,
BOX 397, S.fIN FELIPE RO.LD, .:::>_~N JOSE, CP,LIFORNI~",
as Principal, and the UNITED PACIFIC INSURANCE COMPANY, a corporation organized and existing under
the laws of the State of Washington, and authorized to do business in the State of C), LIFORNH\
as Surety, are held and firmly bound unto the Mi,YOR J\ND CITY COUNCIL
OF THE CITY OF GILROY
as obligee, in the sum of TEN PER CENT (10%) OF 11,MOUNT OF BID
DOLLARS, lawful money of the United States
of America, to the payment of which sum of money well and truly to be made, the said Principal and Surety
bind themselves, their and each of their heirs, executors, administrators, successors and assigns, jointly and
severally, by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the
Principal for: CONSTRUCTION OF JJ'IL AND POLICE F.f~CILITY BUILDING
GILROY, CALIFORNli\
according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make
and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and
shall give bond for the faithful performance thereof, with the UNITED PACIFIC INSURANCE COMPA.NY as
Surety or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure
so to do, pay to the Obligee the damages which the Obligee may suffer by reason of such failure not exceed-
ing the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in
full force and effect.
Signed, Sealed and Dated this
23 rd
day of
Mj.\,RCH
1965
Princip ale 5)
By: X 11 ~. &a/)d~
UNITED" ,f').CIF 'it IC I,~, ~RANC ,CO ANY
~"
, / .
/
/
By: ROBERT C. WEHNER
A ttorney.in.F act
12 - Con tract - Bid Bond
1-
~-'---' ..-- ._-~----_.- .--.. --~-_._. --.~1..-
On M",'\RCH 23, 1965 , before me, MARY C.
a Notary Public of the State 01 California, having a principal place of business in
personally appeared ROBERT C. WEHNER
known to me to be the person who executed the within instrument as Attorney-in-Fact
GRIBBIN
Si\NTA C Ll~RA
County,
on behalf of the UNITED PACiFIC
INSURANCE COMPANY, and acknowledged to me that said corporation execut~d the sam~e. (_i ! ~
My Commission Expires MJ\ Y 1 IJ , 19_q 7 ' : (d.I'L<.Aj y!.~A---<-~,
~ Notary Public
1.1
8-2004 California - Jurat Rev. 1-61