HomeMy WebLinkAboutBachmann Construction Inc; 1994-01-14; U/M 93-6I c.
June 3, 1993
ADDENDUM NO. 1
BEDJPROJECT NO.U/M-93-6--FIRE STATION NO. 1 RENOVATION
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Please include the attached addendum in the Notice to Bidder/Request for Bids you haT
for the above project.
This adderidurn--receipt acknowledged--must be attached to your Proposal Form/Bid whc
your +id is submitted.
/&ij?.fihb
RUTH FLETCHER
Purchasing Officer
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I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-28
ADDENDUM No. 1
I Jwe 2, 1993
PilOJECT NUMBER: U/M 93-6
PROJECT NAME:
1.
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3.
FIRE STATION #1 RENOVATION I
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1 SPECIFICATIONS Page 4 - DELETE and REPLACE With attached page 4.
SPECIFICATIONS Page 5 - DELETE and REPLACE With attached page 5.
PLANS - DELETE Sheets AB-l,AB-3,A-l,A-3,A-4,A-5,E-Z,M-l,P-l and
REPLACE With attached Sheets AB-l,AB-3,A-l,A-3,A-4,A-S,E-2,M-l ,P-1 r
I* extension 4109.
If you have any questions, please contact Chuck Walden, Facilities Manager, at 438-77:
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TABLE OF CONTENTS
Item Pan
NOTICE INVITING BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y
CONTRACTOR’SPROPOSAL ........................................ 4
BIDDER’S BOND TO ACCOMPANY PROPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . t ,
DESIGNATION OF SUBCONTRACTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1’
BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY . . . . . . . . . . . . . . . . . . 1:
BIDDER’S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE . . . . . . . . . . 1~
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . It
CONTRACT - PUBLIC WORKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
LABOR AND MATERIALS BOND . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . 2:
PERFORMANCE BOND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
REPRESENTATION AND CERTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
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* ESCROW AGREEMENT FOR SURETY
DEPOSITS IN LIEU OF RETENTION 3C
RELEASEFORM ............................................... 34
SPECIAL PROVISIONS
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
I. SUPPLEMENTARY GENERAL PROVISIONS TO STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
11. CONSTRUCTION SPECIFICATIONS
INDEX TO SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
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CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall, 12O(
Carlsbad Village Drive (formerly Elm Avenue), Carlsbad, California, untd 4:OO P.M. on th(
24th day of June, 1993, at which time they will be opened and read, for performing thc
work as follows:
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City of Carkbad Fire Station #1 Renovation
CONTRACT NO. U/M 93-6
The work shall be performed in strict conformity with the specifications as approved by th
City Council of the City of Carlsbad on file with the Utilities and Maintenance Departmenl
The specifications for the work include the Standard Specifications of Public Work
Construction, (SSPWC), 1991 Edition, and the latest supplement, hereinafter designatel
"SSPWC", as issued by the Southern California Chapter of the American Public Work
Association and as amended by the special provisions sections of this contract. Referenc
is hereby made to the specifications for full particulars and description of the work.
The City of Carlsbad encourages the participation of minority and women-ownel
businesses.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators an1
contractors to utilize recycled and recyclable materials when available and wher
appropriate.
No bid will be received unless it is made on a proposal form furnished by the Purchasin
Department. Each bid must be accompanied by security in a form and amount require
by law. The bidder's security of the second and third next lowest responsive bidders ma
be withheld until the Contract has been fully executed. The security submitted by all othe
unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days afte
the Contract is awarded. Pursuant to the provisions of law (Public Contract Code Sectio
22300), appropriate securities may be substituted for any obligation required by this notic
or for any monies withheld by the City to ensure performance under this Contract. Sectio
22300 of the Public Contract Code requires monies or securities to be deposited with th
City or a state or federally chartered bank in California as the escrow agent.
The documents which must be completed, properly executed, and notarized are:
(I)
1. Contractor's Proposal
2. Bidder's Bond
3. Non-Collusion Affidavit
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantitie
21251s
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are approximate and serve solely as a basis for the comparison of bids. The Engineer's
Estimate is $175,000.80.
No bid shall be accepted from a contractor who is not licensed in accordance with the
provisions of California state law. The contractor shall state their license number:
expiration date and classification in the proposal, under penalty of perjury, pursuant tc
Business and Professions Code Section 7028.15. The following classifications arc
acceptable for this contract: Class B, in accordance with the provisions of state law.
If the Contractor intends to utilize the escrow agreement included in the contraci
documents in lieu of the usual 10% retention from each payment, these documents musi
be completed and submitted with the signed contract. The escrow agreement may not bc
substituted at a later date.
Sets of plans, special provisions, and Contract documents may be obtained at thf
Purchasing Department, City Hall, 1200 Carlsbad Village Drive (formerly Elm Avenue)
Carlsbad, California, for a non-refundable fee of $20.00 per set. If plans and specification:
are to be mailed, the cost for postage should be added.
The City of Carlsbad reserves the right to reject any or all bids and to waive any mino
irregularity or informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute thc
Contract shall be those as determined by the Director of Industrial Relations pursuant tc
the Sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to Section 1773.2 o
the Labor Code, a current copy of applicable wage rates is on file in the Office of thc
Carlsbad City Clerk. The Contractor to whom the Contract is awarded shall not pay lesr
than the said specified prevailing rates of wages to all workers employed by him or her iI
the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions o
Section 1777.5 of the Labor Code and Section 4100 et seq. of the Public Contracts Code
"Subletting and Subcontracting Fair Practices Act."
The provisions of Part 7, Chapter 1, of the Labor Code commencing with Section 172(
shall apply to the Contract for work.
A mandatory pre-bid meeting and tour of the project site will be held on Wednesday, Junc
2, 1993 at 2:OO p.m. at the project site located at 1275 Carlsbad Village Drive, Carlsbad
CA 92008.
All bids are to be computed on the basis of the given estimated quantities of work, a
indicated in this proposal, times the unit price as submitted by the bidder. In case of (
discrepancy between words and figures, the words shall prevail. In case of an error in thi
extension of a unit price, the corrected extension shall be calculated and the bids will bl
computed as indicated above and compared on the basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and
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typed or written in with ink and must be initialed in ink by a person authorized to sign for
the Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior
to bidding. Submission of bids without acknowledgment of addenda may be cause of
rejection of bid.
Bonds to secure faithful performance and warranty of the work and payment of laborers
and materials suppliers, in an amount equal to one hundred percent (100%) and fifty
percent (SO%), respectively, of the Contract price will be required for work on this project.
These bonds shall be kept in full force and effect during the course of this project, and shall
extend in full force and effect and be retained by the City until they are released as stated
in the Special Provisions section of this contract.
Bonds and insurance are to be placed with insurers that have (1) a rating in the most
recent Best’s Key Rating Guide of at least A-:V, (2) are authorized to conduct business in
the State of California, and (3) are listed in the official publication of the Department of
Insurance of the State of California. Auto policies offered to meet the specification of thi:
contract must: (1) meet the conditions stated above for all insurance companies and (2:
cover any vehicle used in the performance of the contract, used onsite or offsite, whethei
owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurancf
certificate must state the coverage is for ‘!any auto” and cannot be limited in any manner
Workers’ compensation insurance required under this contract must be offered by i
company meeting the above standards with the exception that the Best’s rating conditior
is waived. The City does accept policies issued by the State Compensation Fund meetin1
the requirement for workers’ compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. An;
additional cost of said insurance shall be included in the bid price.
Approved by the City Council of the City of Carlsbad, California’ by Resolution
No. 93-136, adopted on the 11th day of May, 1993.
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Date / Aletha L. Rautenkranz, City Clerk /
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CITY OF CARLSBAD
CONTRACT NO. U/M 93-6
CONTRACI’OR’S PROPOSAL
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City Council
City of Carlsbad
1200 Carlsbad Village Drive I Carlsbad, California 92008
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The undersigned declares he/she has carefully examined the location of the work, read tl
Notice Inviting Bids, examined the Plans and Specifications, and hereby proposes to furni
all labor, materials, equipment, transportation, and services required to do all the work
complete Contract No. U/M 93-6 FIRE STATION NO. 1 RENOVATION in accordance wi
the Plans and Specifications of the City of Carlsbad, and the Special Provisions and th
he/she will take in hll payment therefor the following unit prices for each item complei
to wit:
Approximate
Item Quantity unit No. DescriDtion and Unit Price Tota
1. All labor, materials, tools, expendable
equipment, utility, transportation ser-
vices and all other services of whatever
type or nature required to complete all
phases of this project in conformity
with the plans, specifications: and
other contract documents.
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I 2. ADDITIVE ALTERNATE NO. 1
Total amount of base bid in words:
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Replace existing overhead doors
(12’xlO’) with new brushed aluminum
frame (4/5) with clear tempered
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glass lights Total Lump Sum: $ H;yj
Total amount of Additive Alternate No. 1 in words: fhMi4, 9lw, a.? fk, \nc, %W%L CIRL &\\(J ,, % y(Gv--
2/2!
REVIS
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Approximate
Item Quantity Unit No. DescriDtion and Unit Price Total
3. ADDITIVE ALTERNATE NO. 2
Infill existing wood framed wall
section with C.M.U’s to match
existing & reinstall window with
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masonry sill to match Total Lump Sum: $ vi
4. ADDITlVE ALTERNATE NO. 3
In lieu of new door & window configura-
tions in Room 115, 116 & 127: leave
existing east window in Rm. 115; sub-
stitute new 4’xS’ windows in south wall
of Rooms llW116; substitute new 6x5’
window in Rm. 127 Total Lump Sum: $*
Total amount of Additive Alternate No. 3 in words: & __ CO 1- ?= 3 .
The City reserves the right to award this bid based upon the base bid and/or the base 1
plus any/all of the additive alternate bids.
Price(s) given above are firm for 90 days after date of bid opening.
Addendum(a) No(s). 01
proposal.
The Undersigned has checked carefully all of the above figures and understands that 1
City will not be responsible for any error or omission on the part of the Undersigned
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has/have been received and is/are included in t
I preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract w
necessary bonds and insurance policies within twenty (20) days from the date of awarc
Contract by the City Council of the City of Carlsbad, the proceeds of the check or bc
accompanying this bid shall become the property of the City of Carlsbad.
024 2dP2 42 4F5GP,/ y&
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The Undersigned bidder declares, under penalty of perjury, that the undersigned is license
to do business or act in the capacity of a contractor within the State of California, valid
licensed under license number 643716 , classification B which expire on 30 Apr 94 , and that this statement is true and correct and has the legal effect c
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% an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuar
to the Business and Professions Code shall be considered non-responsive and shall bi
rejected by the City. 8 7028.15(e). In all contracts where federal funds are involved, nc
bid submitted shall be invalidated by the failure of the bidder to be licensed in accordancl
with California law. However, at the time the contract is awarded, the contractor shal
be properly licensed. Public Contract Code 5 20104.
The Undersigned bidder hereby represents as follows:
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1. That no Council member, officer agent, or employee of the City of Carlsbad i
personally interested, directly or indirectly, in this Contract, or the compensation tc
be paid hereunder; that no representation, oral or in writing, of the City Council
its officers, agents, or employees has inducted hidher to enter into this Contract
excepting only those contained in this form of Contract and the papers made a par
hereof by its terms; and -1;
2. That this bid is made without connection with any person, finn, or corporati01
making a bid for the same work, and is in all respects fair and without collusion o
fraud.
Accompanying this proposal is 10% Bid Bond Attached
(Cash, Certified Check, Bond or Cashieis Check) 9 for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of Section 3700 of the Labor Code whick
requires every employer to be insured against liability for workers’ compensation or tc
undertake self-insurance in accordance with the provisions of that code, and agrees tc
comply with such provisions before commerxing the performance of the work of thi.
Contract and continue to comply until the contract is complete.
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The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Articl
2, relative to the general prevailing rate of wages for each craft or type of worker needec
to execute the Contract and agrees to comply with its provisions. 4P
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1)
(2)
(3) Place of Business
Name under which business is conducted
Signature (given and surname) of proprietor
(Street and Number)
City and State
(4) Zip Code Telephone No.
IF A PARTNERSHIP, SIGN HERE:
(1)
(2)
Name under which business is conducted
Signature (given and surname and character of partner) (Note: Signatur
must be made by a general partner) I)
(3) Place of Business
(Street and Number)
City and State
Zip Code Telephone No.
21251:
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NAME(S) OF SI'GNER(S)
)Edpersonally known to me - OR - & proved to me on the basis of satisfactory evidence
subscribed to the within instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the
person(s) acted, executed the instrument.
WlTNE
t to be the person(s) whose name(s) idare
0 v:. If8
E- $ B' E my hand and o 'cia1 seal.
c >, .% *si dJ&$ii
SIGNATURE OF NOTARY
TITLE@)
PARTNER(S) 0 L
0 ATToRNEY-'N-FAC
TRUSTEE(S)
GUARDIAN/CONSE
[7 OTHER.
oc
SIGNER IS REPRES
NAME OF PERSON(S) OR ENTl
cc, r,ikA rnk 0 n
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IF A CORPORATION. SIGN HERE:
(1) Name under which business is conducted
Bachmann Construction, Inc.
(2)
President
Title
Impress Corporate Seal here IC
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(3) Incorporated under the laws of the State of Ca1ifornia
(4) Place of Business 1925 Palomar oaks Way Suite 220 (Street and Number)
City and State Carlsbad, Ca 92008
(5) Zip Code 92008 Telephone No. (619) 431-0777
NOTARIAL ACKNOWLEDGEMENT OF EXECUTION BY ALL SIGNATORIES MUST BE c ATTACHED
List below names of president, vice president, secretary and assistant secretary, if a
corporation; if a partnership, list names of all general partners, and managing partners: c Craig Bachmann President
Thomas T. Quinn Vice President
Eitan Aharoni Vice President
George H. Rogers I11 Vice President
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BIDDER'S BOND TO ACCOMPANY PROPOSAL
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@ KNOW ALL PERSONS BY THESE PRESENTS: OX
That we, BACHMANN CONSTRUCTION, INC. INSURANCE COMPANY OF 1
as Surety are held and firmiy bound unto the Ciry of Carlsbad, California, in an amount as
follows: (must be at least ten percent (10% of the bid amount)
for which payment, well and truly made, we bind ourselves, our heirs, executors and
administrators, successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the
above-bounden Principal for:
City of Carkbad Fire Station No. 1 Renovadon
Contracr No. U/M 93-6
in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter
into and execute a Conrracr including required bonds and insurance poIicies wirhin rwency
(20) days from the date of award of Contracr by the City Council of the City of Carlsbad,
being duly notified of said award, then this obligation shall become null and void;
ocherwise, it shall be and remain in full force and effect, and rhe amount specified herein
shall be forfeited to rhe said City.
as principal, and >
TEN PERCENT OF AMOUNT BID (10% OF A MOUNT BID)
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In [he event that Contractor is an individual, it is agreed that the death of any sucl
Contractor shaU nor exonerate the Surety from its obligarions under chis bond.
Executed by CONTRACTOR this 24TH Executed by SURETY this 24TH day of
day of JUNE ,19 93 JUNE 11923
CONTRACTOR: SURETY:
BACHMANN CONSTRUCTION, INC. INSURANCE COMPANY OF THE WEST
(Name of Surery)
5725 KEARNY VILLA ROAD SUITE R
SAN DIEGO CA 92123
(Name of Conrracror]
ay:
'd"" /'? . LC7 7 /,
{,[/$L7 ,A@ '/Jum 9 --
(sigriAere) (Address of Surety)
(61 9) 279-3800
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Cktiig Pat- -- (print name here) (Telephone Number of Surery)
Bachmann Construction, Inc. President By:
(ride and organization of signatory)
By: INGRID ERIKA CROSBY (sign here) Printed name of Attorney-in-Facr
(attach corporate resolution showing
current power of arrorney) (print name here)
(ride and organization of signarory)
(Proper notanal acknowledge of execunon by CONTRACTOR and SURETY must be attached.)
(President or vlce-president mci secretary or assisrant secretary must sign for corporadons. If only one
officer s~gns, ti-te corporatlon mu[ anach a resolution cerrified by che secretary or assmanr secretary under
corporare seal empowering rhac officer to bind rhe corporauon.)
APPROVED AS TO FORfvI:
RONALD R. BALL
City Attorney
By:_ ,&d / KAREN J. HIRATA" rl: Depury City Attorney
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
1 -ss.ss-x-n-- ----=-- - OPTIONAL SEC?
CAPAClTY CL41MEU E
T?Muyl C.7M.9 &(J !a rimfa
h!l if1 ilw deia Saiow aomg s
r7VRkmblo f0 fWCXXS rww lXl 1
0 CORPORATE OFFICE
1 \ Slate of CALIFORNIA
Countyof Sm DIEGO
06-24-93 MICHELLE R. PINE, NOTARY PUBLIC , Cj iNOlVlOUAL
YAh46. nn.E OF OFclCEf7 E 0. IAN1 IX)F 'IYl ACl'l IYJBLIC before me,
-- personally appeared- INGRID ERIKA CROSBY
NAhfEfSI Of 5lCJ4FRl';] nn mi a personally known 10 me - OR - 0 proved to mR or1 Itw basis oi snw,:;lc:ton/ evidence 0 P4RINES(S) a Ll& c] GE to be the pcrson(s) wtiosv riarne(sl Ware
subscnbed to \he wilhin instmmenl ;\rid tic.
knowlec!qecj 10 (no that Iie!.;:'if:/llicv cxecuted
the szme ~n his/hi:r/their ~urtiorizt.d
capacity(ict;), and [ha1 by his;her/their
signa[urs(s) or1 {he rris(rurnent the pergorr(s).
person(s) xrN, executed the Insirwrnenl.
WITNESS my hmd arid official seal.
a A~TOAN€Y-IN-FACT
0 rRI?STEE!S) a GUAR~~ANC~NSER~
01 [he erltlly upon 5C!liIlf of which :he
SiGNER IS REPRESEI
SURETY
.<ME OF P€FLY;)NfS) OR ENTITY
--
OPT10 N AL SCCTI ON
THIS CZilTlFlChTE MUST BE ATTACl [ED TO TITLE OH rYI" OF I)(XUMENT
NIJIJBEQ OF PA(3ES - - .
__.-_- .. -I_- THE OOCUMENT OkSCHlSED AT nlGHT
OAK 31: OOC:JMFN r -
3'~cgn? CIA fl<.lNAC rJf3TAllY ,*.:,':<X :A !l(jN * 4236 R*n,m*i t-vn 1' 0 ')or ;IN * Cnoqn
L -I--.-- 4WLIJd. LU\A WL ILL YYC3 L
nom aFxcz : SAN OIE~ , CAL~FORNIA
Carttfied Capy af
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POWER OF ATTORNEY
ALL MEN BY 7iiESE PRESE?4TS: That INSUKANCS COMPANY OF Tn'E WEST, a Carpavb-
Pr au=.*;cyi=sd cnd exiszing under t3e Laws at' the S&aZa of Ca1ifarni.a and having its
afflca in t3e Cfty of San Oiego, CdifOtnSU. does hereby RCdnatS, constituta cnd CF
zcc-y 0. csgr';L a,-,arr K- :Cawuncto =FLd Ezika C~sby - -;. trje and Lcvful AtZ3rney ( s )-in-c'cc=, wi%!! full power and cut9arLt.j hereby conFe ==s acme, plcce acd stead. t3 execrrza, sed, acknowledge and deliver cny and cii
Th=s Pcwer of A?rxt-ney is g~nt~d and FS signed cnd saulad by fccs5mlle under and I;.-- k.,c~:t*j af t!!e fol7aring Rescluilon cdoptsd by <.?e 3oard cf Oirecors of lh CMF:"~ OF TiE 'HES a= a rneeeng duly cdled and held on the Slx~fi dcy or' FshrucFf wni.c? sold Resoluxlsn hcs not: been anendad or resckded and a? whisk tke -;ollcwi
"gSiOLYa: ?hct %!e Pm-ident or Secret==ry moy +Ern .t.L-ne ",= tize c~point Atearn
tee- ta repmssnt cnd ac- for and an behalf of =?e Ca-nccny, cnd .eit.!er the ?-sf
Sscret=ry, tfle Eacrc! of Oiracrars or Seczl-kve Ccmnit=se may ~t any tine mmou Xtr~rneys-~n-TcC- cnd revoke %!e Power of At=sr;iey given hin or her: cnd be it fur=> RESCLYa: The= the At=amey-in;.'cc- may be given full pcuer t= execrrza for and
ncxe cf CR~ on behalf af <?e Campcny any and all bonds cnd under-=kings cs %!e bus91
t9e Ccmpany mcy raquita,. cnd cny suc5 bonds ar under;=kSngs executod by any SUC~ At in-r'cc', sacfl be cs binding upon =.?e Czmpcny cs if signed hy tte PtBsLdent and sea: ay-ascad by z!!e Secrs-ry. *
IN 'mE3S 'mG!EUF, INSURANCE CZMPANY OF TiE WE7 hcs rused 5.e~ cifLcicl reo1 t3 bc ~lct= c-f-kad . cnd th0se presaozs t3 Se Sisned by i-d duly cu-,?orzad at'yicar
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recagnizsnces or acter wr5t:an cbligc-dsns ia the no-dre <?eraat'.
=.-Je, fLll2, and C3Tlpl8<a C3Cy:
&=y or' CeC"mi.c-, La88, %UFUNCE CZMPXMY CF TiE WEAT 0 ; .+--'#y* 'j#JQR+ 3z+- c: 3 *Iwr$ - Tps2cen-c 'SC OF CACFORNZA CZUKiY CF SXN OTEGa ='
Cn c-;- --.-A 22.~7 2.q c5 Deco"repz, LQ88 befacs %!e SuCSc.-?,her, c Nc==ry Public m' %%E
CY C=llfornra, IR CRCI far Lye Can=-{ of Scn Oiego. duly csnnlssianed cnd quali5lec
SaN.480 X, FTSMAN, ?residant of iXSURXNCE CCSWANY OF TdE WES, t3. me personcl'y kn be %!e indivzdtrcf cnd Officsr descFiBed in Cnd who execatad t.?e precadzng ins-,F?mer he acknculadgad tke execu-Lcn of t3e sae, and baing by me duly saarn, deposac? cnb tz~t he is %!e sald or'flcar of %?e caa-p~cisn ct-arssaid. cnd Z!C= tfa sac1 aff-bad FrvcadLqq fns-rument IS t,fe cSr;om Sed of %?e scid CJ~C-~CR, and =?c= tzr
C3Gcma Ssal and his S<qRaXXt* cs Suc'l af-ftcar weca duly a-;f-had ckd sunsz.-ibed sczd insz-.rnen= by %Ye au=?ar;i=-f cnd direczcn of <??e said Caqar;I,icn.
Dl WmESS WHEEUF, 'i: have heraunza sac my hand cnd ctY'ixed my O7'7Lci=l SecL, a= ",fl of San Ofega, %.e duy cnd year firs, cbove rr',t=an,
Ncnasy NCRMA Wi-C;rllama fcm h,M,w r'i Naarf D,) ,&e rtfn LC %N OISCj C.Y."
If. Lye underifgned. JAMES W. AllSTTN. 2". Secr~t=rj or' D4SURANCE CSMPANY OF TiiE WE hersay cay-ify =fry ttte o~LqlncL POWF. OF x~CRNEY, CY rhirr: z:e fctaqcing is G fuLL,
and csr?ec= cooy, LS k fubL forca =nu er'YaC,, cnd hcs nac been rswoked.
IN WiTNESS WWEXEW, h hcve herz.unc= srrhs=tiSeb "c/ ncxe cs Secrs==ry, cnd c~-fixE
-arcza SaaL ai :?e Cac;orzrLon, LYLS 24TH ticy QT JUNE 19 93 PI ,??P-4 CiJ. fuz - /4 zwky \J Sacte czry
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ICY C2.L 37(ZCq. 5/87)
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DESIGNATION OF SUBCONTRACTORS
The Contractor certifies he/she has used the sub-bids of the following listed Contractor:
in making up his/her bid and that the sub-contractors listed will be used for the work fo
which they bid, subject to the approval of the City Engineer, and in accordance wit1
applicable provisions of the specifications and Section 4100 et seq. of the Public Contract:
Code - "Subletting and Subcontracting Fair Practices Act." No changes may be made ir
these subcontractors except upon the prior approval of the City Engineer of the City o
Carlsbad. The following information is required for each sub-contractor. Additional page
can be attached if required:
P
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fl Items of Complete Address Phone No.
Work Full Company Name with ZiD-Code with Area Code
i 1525 X'\pkhciN P c/QCk.JfiQV< v (& bi.nQ\r, - bLW "7_ Ch 92 SCY
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r D~SIGNATION OF SUBCONTRA~~ORS
The Contractor certifies he/she has used the sub-bids of the following listed Contract0
in making up his/her bid and that the sub-contractors listed will be used for the work fc
which they bid, subject to the approval of the City Engineer, and in accordance wii
applicable provisions of the specifications and Section 4100 et seq. of the Public Contrac
Code - "Subletting and Subcontracting Fair Practices Act." No changes may be made
these subcontractors except upon the prior approval of the City Engineer of the City
Carlsbad. The following information is required for each sub-contractor. Additional pag
can be attached if required:
k
I-b Items of Complete Address Phone No.
Full Companv Name with ZiD Code with Area Code
a525 1~~lte~c)ch"n cf
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AMOUNT OF SUBCONTRACTORS' BIDS
9 o The bidder is to provide the following information on the sub-bids of all the lis1
subcontractors as part of the sealed bid submission. Additional pages can be attached
required.
Type of State
Contracting Carlsbad Business Amount of Bid
Full CompanKName License & No. License No.* i$ or oh)
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* Licenses are renewable annually. If no valid license, indicate "NONE." Valid license
must be obtained prior to submission of signed Contracts.
2/25/5
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AMOUNT OF SUBCONTRACTORS' BIDS
The bidder is to provide the following information on the sub-bids of all the listec
subcontractors as part of the sealed bid submission. Additional pages can be attached, i e required.
Type of State
Contracting Carlsbad Business Amount of Bid
Full Company Name License & No. License No.*
SPrndEjesW$ 4%5&4 -&w%---
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* Licenses are renewable annually. If no valid license, indicate "NONE." Valid license 0 must be obtained prior to submission of signed Contracts.
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BIDDER’S STATEMENT OF FINANCIAL RESPONSTBILITY 1
Bidder submits herewith a statement of financial responsibility.
SEE ATTACHED SHEET
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BACHMA" CONSTRUCTION, IN@.
BALANCE SHEET
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'I 31 MARCH 1993
ASSETS
CURRENT ASSETS:
Cash $ 5,21
Contract receivables, net 1,360,9:
Costs and estimated earnings in excess of billings on
uncompleted contracts 86,O:
Other receivables 238,9t
1,691,l; I FURNITURE, EQUIPMENT AND VEHICLES'net 367,6(
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OTHER ASSETS:
Deposits 30,05
Advances to officers/stockholders 58.57
88.62
$ 2,147.40 LIABILITIES AND STOCKHOLDERS' EQUITY
CURRENT LIABILITIES:
Note payable, bank credit line $ 246,OO
Accounts payable and accrued expenses 747,48
Billings in excess of costs and estimated earnings on
uncompleted contracts 221,90
Deferred income taxes 14,63.
1,230,022
395,00( LONG-TERM DEBT, less current portion
STOCKHOLDERS' EQUITY Common stock 405,32t
Retained earnings 117,057
522,382
$ 2,147.40L
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Date Name and Phone Amount
Completed of the Employer to Contract Work Contract
Contract Name and Address No. of Person Type of of
SEE ATTACEED INFORMATION
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BACHMANN CONSTRUCTION
QUALIFICATION INFORMATION
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1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 643716 (619) 431-0777 FAX (619) 431
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1 FIRM PROFILE
FIRM: Bachmann Construction, Inc.
Address: 1925 Palomar Oaks Way, Suite 220
Carlsbad, California 92008
Phone: (619) 431-0777
(619) 431-1722
Staff Total: In house: 17 Field: 60-80
Year Established: 1989 (Corporation)
PRINCIPALS:
Craig Bachmann, Chief Executive Officer
Tom Quinn, Vice President
Eitan Aharoni, AIA, Vice President
GENERAL CONTRACTOR’S LICENSE: B 6437 16
ARCHITECT’S LICENSE: CO 1 1723 - Eitan Aharoni, AIA
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B BONDING/INSURANCE AGENT: Willis Corroon
161 5 Murray Canyon Road, Suite 800 I San Diego, California 92108-4322
Address:
Phone: (619) 297-71 11
Bonding Capacity: $8 Million
BONDfiNSURANCE CARRIER: Insurance Company of the West
WORKERS’ COMPENSATION CARRIER: Republic Indemnity Co. of America
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1 FIRM PROFILE (continued)
BANK: North County Bank
Address: 8085 Clairemont Mesa Boulevard
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San Diego, California 921 11
Phone: (619) 278-3445
Contact:
ACCOUNTANT: Fitzgerald, Dubina & Company
Address:
Stuart F. McFarland, Senior Vice President
1011 Camino del Rio South, Suite 500
San Diego, California 92108
Phone: (619) 543-1296 1 Contact: Gary L. Fitzgerald
ACCOUNTING SOFTWARE: Timberline
ESTIMATING SOFTWARE: Timberline
CPM SOFTWARE: Primavera
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PROJECT EXPERIENCE
PROJECT:
LOCATION: Carlsbad, California
DESCRIPTION:
SCOPE OF SERVICES: General Contractor
CONTRACT VALUE: $60,000.00
% COMPLETE: 10%
COMPLETION DATE: June 1993
CLIENT:
CONTACT: Nancy Gatzke
ARCHITECT:
Gatzke, Mispagel & Dillon Attorneys & Counselors At Le
Tenant Improvement for 6,500 s.f. of Law Offices
Gatzke, Mispagel & Dillon Attorneys & Counselors At Ll
CLIENT PHONE: (619) 431-9501
Group One Architectural and Interior Design
PHONE: (619) 438-5191
PROJECT: , Child Development Center
LOCATION: NAS Miramar, San Diego, California
DESCRIPTION: 16,000 s.f. InfanUToddler Daycare Center
SCOPE OF SERVICES: General Contractor for Shell and Tenant Improveme
Construction
CONTRACT VALUE: $1.9 Million
% COMPLETE: 98%
COMPLETION DATE: May 1993
CLIENT: Department of the Navy
CONTACT: Howard Sweatte
ARCHITECT: Southwest Division Naval Facilities
CLIENT PHONE: (619) 538-6407
Engineering Command
ARCHITECT PHONE: (619) 532-2893
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PROJECT EXPERIENCE
PROJECT: Range Operations Center
LOCATION: North Island Naval Air Station, San Diego, California
DESCRIPTION: 1 Story Communication Facility for Land and Sea Traini
Operations
SCOPE OF SERVICES: General Contractor for Shell and Tenant Improveme
Construction
CONTRACT VALUE: $903,000.00
Yo COMPLETE: 44%
COMPLETION DATE: July 1993
CLIENT: Department of the Navy
CONTACT: Kevin Bunker
CLIENT PHONE: (619) 545-3036 m ARCHITECT: Tectonics
ARCHITECT PHONE: (619) 239-2151
PROJECT: Family Housing Office
LOCATION: Marine Corp Air Station, El Toro, California
DESCRIPTION: 7,000 s.f., 1 Story Office Building
SCOPE OF SERVICES: General Contractor for Shell and Tenant Improveme
Construction
CONTRACT VALUE: $650,000.00
Yo COMPLETE: 20% (Suspended due to possible base closure)
COMPLETION DATE: September 1993
CLIENT: Department of the Navy
CONTACT: Lt. Nap Arcala
ARCHITECT: Sata Collaborates
CLIENT PHONE: (714) 726-2254
ARCHITECT PHONE: (619) 792-9343
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PROJECT EXPERIENCE
PROJECT: Creek View Business Center
LOCATION: Vista, California
DESCRIPTION:
SCOPE OF SERVICES:
27,360 s.f. Industrial Park, 27 Office/Warehouse Units
General Contractor for Shell and Tenant Improveme
Construction (Construction Start Estimated March 1993)
Contract Awarded (Awaiting Building Permit)
CONTRACT VALUE: $800,000.00
% COMPLETE:
COMPLETION DATE: Winter 1993
CLIENT: Management Systems
CONTACT: Bruce Coder
ARCHITECT: Phil Esbensen, AIA
PHONE: (619) 727-8980
I) ARCHITECT PHONE: (619) 438-3425
PROJECT: Chesterton Family Housing
LOCATION: San Diego, California
DESCRIPTION:
SCOPE OF SERVICES:
CONTRACT VALUE: $375,000.00
% COMPLETE 37%
COMPLETION DATE: August 1993
CLIENT: Department of the Navy
CONTACT: Lt. Robin Noyes
ARCHITECT: Innis Tennebaum
Family Housing Renovation as Part of "Neighborhood
Excellence'' Program
General Contractor for Renovation Construction of S
Prototype Units
PHONE: (619) 537-6407
ARCHITECT PHONE: (619) 234-0108
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PROJECT EXPERIENCE
PROJECT: Bachelors' Enlisted Quarters (BEQ)
LOCATION: North Island Naval Air Station, Coronado, California
DESCRIPTION: 120,000 s.f. Renovation Plus Ancillary Facilities, TT
Buildings
SCOPE OF SERVICES: Subcontractor for Concrete, Framing, Drywall, Paint, Dooi
Hardware, Lath and Plaster
CONTRACT VALUE: $3 Million
Yo COMPLETE: 98%
COMPLETION DATE: June 1993
CLIENT: Kilgallon Construction
CONTACT: John Depkee B ARCHITECT: Colbourn-Currier-No11
CLIENT PHONE: (619) 435-2196
ARCHITECT PHONE: (619) 695-1914
PROJECT: Bachmann Corporate Offices
LOCATION: Carlsbad, California
DESCRIPTION: 6,000 s.f. Tenant Improvement
SCOPE OF SERVICES:
CONTRACT VALUE: $155,000.00
Yo COMPLETE: 100%
COMPLETION DATE: February 1993
CLIENT: Opus Southwest/Bachmann Construction
CONTACT: Todd Holzer, Opus Southwest
CLIENT PHONE:
ARCHITECT: The Bachmann Group
Interior Designedspace Planner and General Contractor f
Tenant Improvement
Craig Bachmann, Bachmann Construction, Inc.
(602) 468-7000 Opus Southwest I ARCHITECT PHONE: (6 19) 43 1-0777 i
I 1925 Palornar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 643716 (61 9) 431-0777 FAX (61 9) 431
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PROJECT EXPERIENCE
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PROJECT: Clairemont Hospital
LOCATION: San Diego, California
DESCRIPTION:
SCOPE OF SERVICES:
CONTRACT VALUE: $374,000.00
% COMPLETE: 100%
COMPLETION DATE: 1992
CLIENT: Kilgallon Construction
CONTACT:
ARCHITECT: The Stichler Design Group
60,000 s.f. of Structural Upgrades
Subcontractor for Concrete and Framing
Bill Dobyns
PHONE: (619) 435-2196
ARCHITECT PHONE: (619) 565-4440
PROJECT: Mess Hall Project
LOCATION: Camp Pendleton, Oceanside, California
DESCRIPTION:
SCOPE OF SERVICES:
CONTRACT VALUE: $1.4 Million
%COMPLETE: 100%
COMPLETION DATE: 1992
CLIENT: Department of the Navy
CONTACT: Carrie Lothner
ARCHITECT: Robbins/Combs/Jorgensen
Renovation of 8 Mess Hall Buildings
Subcontractor for Demolition, Concrete, Steel Fabricatic
Doors, Windows, Elastomeric Coating
CLIENT PHONE: (619) 725-8128 I ARCHITECT PHONE: (6 19) 292-9200
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PROJECT EXPERIENCE
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PROJECT: Anti-Submarine Warfare
LOCATION: ASW, San Diego, California
DESCRIPTION: Expansion of Chilled Water Plant CIP with Pilings a
Heavy Mechanical Requirements
SCOPE OF SERVICES: Performed general contracting services for prir
mechanical contractor
CONTRACT VALUE: $800,000.00
Yo COMPLETE: 100%
COMPLETION DATE: 1992
CLIENT: University Mechanical
CONTACT: Casey Condron
CLIENT PHONE: (619) 283-3181 b ARCHITECT: Tectonics
ARCHITECT PHONE: (619) 239-2151
PROJECT: Urban Warfare Mini-City
LOCATION: Camp Pendleton, Oceanside, California
DESCRIPTION:
SCOPE OF SERVICES: Concrete Subcontractor
CONTRACT VALUE: $1 Million
Yo COMPLETE: 100%
COMPLETION DATE: 1992
CLIENT: Department of the Navy
CONTACT: Ron Bryan
ARCHITECT: Architects LarsodCarpenter
45 Masonry Building Mock-up City
CLIENT PHONE: (6 19) 725-8222
ARCHITECT PHONE: (619) 531-0600
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PROJECT EXPERIENCE
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PROJECT: Ontario Hilton Hotel
LOCATION: Ontario, California
DESCRIPTION: Renovation of Main Lobby, Conference Roon
SCOPE OF SERVICES:
CONTRACT VALUE: $700,000.00
O/o COMPLETE: 100%
COMPLETION DATE: 1991
CLIENT: Signet Corporation
CONTACT: Bruce Johnston, Signet Corporation
CLIENT PHONE: (214) 450-5800 (Johnston)
ARCHITECT: Concepts Four
RestaurantlBar, Front Desk and All Common Areas
General Contractor for Renovation Construction
Jeff Pickens, Ontario Hilton
(909) 980-0400 (Pickens)
ARCHITECT PHONE: (3 10) 640-0290
PROJECT: Holiday Inn
LOCATION: Riverside, California
DESCRIPTION:
SCOPE OF SERVICES:
CONTRACT VALUE: $302,000.00
Yo COMPLETE: 100%
COMPLETION DATE: 1991
CLIENT: Signet Corporation
CONTACT: Bruce Johnston
ARCHITECT: The Bachmam Group
Renovation of 200 Rooms and All Common Areas
General Contractor of Renovation Construction
CLIENT PHONE: (214) 450-5800
ARCHITECT PHONE: (619) 431-0777
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PROJECT EXPERIENCE
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PROJECT: VisionWorks Optometrics
LOCATION:
DESCRIPTION:
SCOPE OF SERVICES:
CONTRACT VALUE: $94,000.00
Yo COMPLETE 100%
COMPLETION DATE: 1991
CLIENT: VisionWorks Optometrics
CONTACT: Same
ARCHITECT: VisionWorks Optometrics/The Bachmann Group
Plaza Camino Real, Carlsbad, California
2,500 s.f. Retail Tenant Improvement
General Contractor for Tenant Improvement Constructia
CLIENT PHONE: (619) 434-3308
ARCHITECT PHONE: (6 1 9) 43 1-0777
PROJECT: Bathhouse Renovation
LOCATION: Camp Pendleton, Oceanside, California
DESCRIPTION:
SCOPE OF SERVICES:
CONTRACT VALUE: $ 1 Million
% COMPLETE: 100%
COMPLETION DATE: 1991
CLIENT: Department of the Navy
CONTACT: Bill Bruinsma
ARCHITECT: SillmadWyman & Associates
Renovation of 14 Buildings, Including Re-fixturing
Performed general contracting services for prime contraci
CLIENT PHONE: (619) 725-3036
ARCHITECT PHONE: (619) 453-4320
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PRQJECT EXPERIENCE
The following is a list of representative design and designhuild project experience of Mr. Eit
Aharoni as principal owner of AE Design Build. Mr. Aharoni also provided conceptual planni
and feasibility study services to AE Design Build clients. Unless otherwise indicated, all projec
listed below were tenant improvements. AE Design Build merged with Bachmann Constructic
Inc. in 1990. Mr. Aharoni is a partner and vital member of Bachmann Construction
management team.
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Lightfoot & Associates
O’Day Consultants
Bendix Electronics
M. Berlin, Esquire
WaldedSchafer Twin Office Buildings
Mission Avenue Partners
Admiralty Escrow
Allstate Insurance
Calco Realty
S. Heinritz Chiropractor
Steinberg Optometrist’s Office I Lonestar Vet
(2-Story Shell and T.I.)
RETAILRESTAURANT PROJECTS
Las Campanillas Shopping Center - (7 Shops)
Glen Cove Shopping Center - (10 Shops)
North County Place Retail/Offce Center
(4 Story Office/Shops)
Mission Plaza Real - (3 Shops)
Carlsbad Mall - (5 Shops)
San Marcos Auto Mall - (1 Shop)
Video Library
Dow Sound Center
Fanfare Shoes
Chad’s Rainbow Toy Stores (3 sites)
Auto Center/Auto Mall
Sinsations
1-Day Dry Clean
Images Unlimited P
1 1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 643716 (61 9) 431 -0777 FAX (61 9) 431 -.
PROJECT EXPERIENCE
The following is a list of representative design and designhuild project experience of Mr. Eit
Aharoni as principal owner of AE Design Build. Mr. Aharoni also provided conceptual plannil
and feasibility study services to AE Design Build clients. Unless otherwise indicated, all projec
listed below were tenant improvements. AE Design Build merged with Bachmann Constructit
Inc. in 1990. Mr. Aharoni is a partner and vital member of Bachmann Constructior
management team.
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K-Mart (Exterior Repair)
Sizzler’s (Project Management Only)
Ita1 Pasta
Benny’s Chinese Restaurant
2 for 1 Pizza
Numero Uno
MULTI-FAMILY PROJECTS
Silversurf Condos
Rocky Point Apartments
7th Street Condo 1 Las Brisas Condos
RECREATIONDCNTERTAINMENT PROJECTS
Cal Women Gym & Workout Center
Karate Studio
Welcome Lanes Bowling Alley
Comedy Nite Restaurant and Bar
NAI Disco
MISCELLANEOUS PROJECTS
El Dorado College
U. S . International University
Watterson College
Fresh Bread Ministries Church
First Church 1 First Christian Church P
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RESUME
CRAIG BACHMANN
PrincipaVPresident
PROFILE
As the firm’s president and chief executive officer, Mr. Bachmann generates the energy a
enthusiasm and provides the leadership which serves as the cornerstone for Bachma
Construction’s success. He possesses exceptional abilities in management and logistics and h
extensive experience in general contracting for both large and small projects. Mr. Bachmanr
professional abilities include a strong background in executive management, computer estimati,
P
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LICENSES
General Building Contractor, B340799, 1977
General Building Contractor, B574580, 1989
RMO, Bachmann Construction, Inc. - B643716, 1989 16 PROJECT EXPERIENCE
A representative example of Mr. Bachmann’s project experience includes:
PRIVATE
Ontario Hilton
Holiday Inn
Clairemont Hospital 1 UCSD Cooling Tower
GOVERNMENT
Bachelors’ Enlisted Quarters, NAS Coronado
Remodel 46 Houses with/park, Camp Pendleton
Remodel 7 Barracks, Camp Pendleton, Oceanside
Remodel 3 3 Barracks, Camp Pendleton, Oceanside
Remodel 39 Barracks, Camp Pendleton, Oceanside
Remodel 14 Training Tank Facilities, Camp Pendleton, Oceanside
Remodel 8 Mess Hall Buildings, Camp Pendleton
Remodel 3 Office Buildings, Tustin LTA
Remodel 10 Flightline Buildings, Tustin LTA
Remodel 2 Barracks, Tustin, LTA
Remodel NCO Club. Tustin, LTA P
I 1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 643716 (61 9) 431-0777 FAX (61 9) 431.
RESUME
EITAN AHARONI, AIA
PrincipaWice President
PROFILE
As a principal and vice president of Bachmann Construction, Inc., Mr. Aharoni is responsible f
providing design leadership on all architectural commissions and directing and managing tl
firm’s designhuild division. Prior to joining Bachmann Construction, Mi-. Aharoni was tl
principal owner of AE Design Build specializing in the design and construction of small
medium sized commercial projects and large, upscale custom residences.
EDUCATION
University of California, Berkeley, 1971 - B.A. in Architecture
LICENSES
Licensed Architect, AIA, CA-CO 1 1723, 198 1
General Building Contractor, B32 1392, 1973
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u Landscape Contractor, C21, 1976
PROJECT EXPERIENCE
A representative example of Mr. Aharoni’ s project experience includes:
Las Campanillas Shopping Center (7 Shops)
Glen Cove Shopping Center (10 Shops)
North County Place RetaiYOffice Center (4 Story Offce/Shops)
Carlsbad Mall (5 Shops)
Video Library
Dow Sound Center
O’Day Consultants
Lightfoot & Associates
Allstate Insurance
Comedy Nite Restaurant
Sizzler
Benny’s Chinese Restaurant
El Dorado College
Watterson College
US International University
Lonestar Veterinary Clinic P
I 1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 643716 (619) 431-0777 FAX (619) 431
RESUME
TOM QUI”
PrincipaWice President
PROFILE
As a principal and vice president of Bachmann Construction, Inc., Mr. Quinn is responsible f
managing the day-to-day operations of the firm’s construction division. He coordinates a3
directs the superintendents’ on-site activities, oversees the submittal approval process a~
purchasing activities and is responsible for ensuring projects are completed within establish(
budget and schedule constraints. Mr. Quinn also serves as the firm’s safety officer ai
aggressively pursues 100 % adherence to Bachmann’s established safety program. Mr. Qui1
has been actively involved in the Southern California construction industry since 1976.
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1 PROJECT EXPERIENCE
A representative example of Mr. Quinn’s project experience includes:
PRIVATE
Ontario Hilton
Holiday Inn
Oceanside Villa Marina
GOVERNMENT
Bachelors’ Enlisted Quarters, NAS Coronado
Remodel 46 Houses with/Park, Camp Pendleton
Remodel 7 Barracks, Camp Pendleton, Oceanside
Remodel 33 Barracks, Camp Pendleton, Oceanside
Remodel 39 Barracks, Camp Pendleton, Oceanside
Remodel 14 Training Tank Facilities, Camp Pendleton, Oceanside
Remodel 8 Mess Hall Buildings, Camp Pendleton
Remodel 3 Office Buildings, Tustin LTA
Remodel 10 Flightline Buildings, Tustin LTA
Remodel 2 Barracks, Tustin, LTA
Remodel NCO Club, Tustin, LTA
Golfcourse Clubhouse Remodel, El Tor0 MCAS
Remodel Office Building, El Toro MCAS
Bo
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1 1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 643716 (619) 431-0777 FAX (619) 431
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RESUME
MIKEPATTERSON
Project Manager
P
PROFILE
As project manager for Bachmann Construction, Inc., Mr. Patterson is responsible for maintainin
quality performance and workmanship standards for inhouse and subcontractor forces. He is c
with ensuring each project under his responsibility is constructed within established budget and sc
constraints while conforming to Bachmann Construction’s jobsite safety program. Mr. Patterson hi
a licensed California contractor for more than 17 years.
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I LICENSE
1 General Building Contractor - B383977 (California)
PROJECT EXPERIENCE
A representative example of Mr. Patterson’s project experience includes: I
II) PRIVATE
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I Chili’s Restaurant - Shell
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Ontario Hilton Hotel Renovation - Tenant Improvement (Renovation)
Roseville Children’s Center - Shell and Tenant Improvement
Fallcreek Medical Complex - Shell and Tenant Improvement
Antelope Road & 1-80 Commercial Center - Shell
Saskatoon Apartments (Two 12-story buildings) - Shell and Tenant Improvement
Greenback Dental Complex - Shell and Tenant Improvement
The Warehouse Restaurant - Shell and Tenant Improvement
Children’s World (3 sites) - Shell and Tenant Improvement
Pinecreek Shopping Center - Shell
Lucky’s Shopping Center - Shell
Sunrise Shopping Center - Shell
Great Western Bank - Shell
Bachelors’ Enlisted Quarters, Camp Pendleton - Interior Renovation
Bachelors’ Enlisted Quarters, Coronado - Interior Renovation
Urban Warfare Training Facility, Camp Pendleton - Concrete Subcontractor
Close Quarters Battle Range Training Facility, Camp Pendleton - Shell and Tenant Improveme
1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 64371 6 (619) 431-0777 FAX (619) 431
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Ir) opus southwest
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CLENT REFERENCES f
Lee Bohlmann, CCE
Executive Vice President
Carlsbad Chamber of Commerce I (61 9) 93 1-8400
Bruce Johnston
Vice President of Construction and Design
Signet Corporation
(214) 450-5800
Jeff Pickens
General Manager
Ontario Hilton
(909) 980-0400
Todd Holzer
Vice President
(602) 468-7000
Mr. WarrenCobb
Grubb & Ellis
(619) 438-1333
Department of the Navy:
Charlie Peterson
Supervisor/Contract Specialist
(619) 524-0650
Linda Protocollo
Contract Specialist I (619) 537-6313
Robert Schard
Supervisor/Contract Specialist
(619 537-6310
Lt. Robin Noyes
(6 19) 537-6407 P
I 1925 Palomar Oaks Way, Suite 220 Carlsbad, California 92008 Lic# 64371 6 (61 9) 431-0777 FAX (61 9) 431 -
Su te 100
4742 North 24th %rwt
Phoenix Arizona 85016 4860 i @ OPUS,
602 468 7000 F~X 602 468 7045 I
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March 3, 1993
Mr. Craig Bachmann
Bachmann Construction
1925 Palomar Oaks Way, Suite 220
Carlsbad, CA 92008
Dear Craig:
I wanted to take this opportunity to congratulate you and your company on th
outstanding tenant improvement job you completed in our Opus Plaza I1 buildin
in Carlsbad.
Rarely do we have construction in our Carlsbad buildings that does not cause som
aggravation for existing tenants. But with the recent tenant improvement job i
Opus Plaza 11, Bachmann Construction demonstrated that tenant improvements ca
be built quickly and with superior quality, yet keeping the existing tenant
satisfied that the owner and its contractor really care about maintaining professional work environment within the building.
We really enjoyed working with you and look forward to further tenav
improvement work from Bachmann Construction in the future.
Sincerely,
OPUS SOUTHWEST CORPORATION fldgp-
Todd L. Holzer
Director, Real Estate Development I TLH/ jg:030393
cc: Ray Martinez, Normandale Properties
Ops Sou+/des' Corporjtlon ,s ~r afft ia'e ct 'he 0~s ~CLG qf rorrpa- es - Arc-itects Covrac:ors De/e c
Aus' I, Ch cago Dallas Denver Housan Vilwaukee Minneaoolis Pensacola Phoenix Seanle TaTpa
L cerce .-b-ice,s A2 Lir t7C830 CA t c $5035 NV Lic Y29COL UT -IC tL324 1 NV L~c Y?i?8'
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GrubbGEllis
iii March 11, 1993
Mr. Craig Bachrnann
BACHMANN CONSTRUCTION, INC.
1925 Palomar Oaks Way, Suite 220
Carlsbad, California 92008
Dear Craig:
I wanted to let you know what a pleasure it was for me to work with you, Tom and E
in locating a new facility for Bachmann’s corporate headquarters. The professional
displayed by everyone at Bachmann during the negotiations carried right on through
the design and construction phase of your new office space.
As a comrnercial real estate professional with over ten years invested in office leasing in
Carlsbad area, I have had a myriad of experiences with designers, space planners
contractors that have not quite lived up to the commitments made prior to contract aw:
BachInann successfully demonstrated a commitment to delivery, high quality workmans
without exceeding budget and scheduled constraints. However, the most signific
irnpression made by jour company was your ability to build out over 6,000 square fee
tenant improvements in an occupied multi-tenant building without upsetting a single exisl
tenant. Your superintendent, Jim Felton, as well as your subcontractors, displayed
uncommon awareness of the need to maintain a professional working environm
throughout the full course of construction.
I look forward with anticipation to the opportunity to work with you and your staff ag:
You can be sure whenever I am in the position to do so, I will always recorn
Bachrnann Construction to my clients and associates.
I
I Sincerely,
GRUBB & ELLIS COMPANY
CO IMERCIAL REAL ESTATE SERVICES
I dcudq Warren Cobb
Office Properties Division
c Cobb\b‘~ch
Gruhh CC FlIi\ Cornp,iri\ C ornrnerci,iI Redl L\tLilL kr\ lie\ 1021 Pdloni,Lr 0~k\ L4L~~ 5uiri 200 ( Lirl\t>cid ( .iliforr
T,Icplloric I~IOJ<?\ 1333 F.~i\ti~~ilc ~610~0~1 OIYI
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2039 Ur ,@ College Vir Pacific (6
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March 4, 1993
Bachmann Construction
1925 Palomar Oaks Way
Suite #220
Car I sbad , Ca I ifor n ia
Attn: Eitan Aharoni
Dear Eitan:
92 008
Thank you very much for all your help as Watterson College Pacific Your professional guidance am went through many phases of relocating.
sensitivity to our needs saved us a lot of time, frustration, and money.
Your ability to review different locations and help me with the pros
and cons of each was an unexpected service but very much valued.
Your technical knowledge experience, consultations, and willingness
to learn about our needs has enabled us to move to a wonderful new site
with near perfect plans.
Again, we are all very grateful for your suggestions, and assistancc
You are not only a credit to your self but to Bachmann Construction. I1
in the future we have any needs for expansion or renovation, you can bc sure we will contact your office. If we can ever do anything to help you
please feel free to contact us at (619) 724-1500.
Sincerely, Watterson College Pacific Gziiw?Fw
President
DFH /jml i
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Colurn biaSavl ngs F
December 30, 1991
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Mr. Craig Bachmann BACHMANN CONSTRUCTION, INC.
5963 La Place Court, Suite 302 Carl sbad, Cal i forni a 92008
Dear Craig:
I wanted to take a moment to thank you and your very competent staff for your construction services during the $1,000,000 renovation of the Rivers
As you know, the renovation was an immense success and I believe we owe a great deal of that success to you and Tom Quinn. In both the areas of thl contract and the budget, your firm has been prompt, efficient and held renovation costs to a minimum while still maintaining the integrity of thl plan. Your on-site superintendent and subcontractors have been courteous obliging and a pleasure to work with.
renovation is one of the most difficult endeavors I can imagine. Whether acting as renovation experts or as a member of our Holiday Inn family, yo staff quickly understood the demands that would be placed upon them. Yo ability to achieve the goals set, while monitoring closely the bottom lin was demonstrated time and again on this project.
In the future if we have any other properties in the Southern California area in need of your services, we will almost certainly place them with y company.
I look forward to a continued relationship in the years to come.
I Holiday Inn.
I() Operating a hotel business during
I Very truly yours,
Ja bM et Daley Regional Property Manager Real Estate Investments Division
Columbia Savings / 5850 Solith Ulster Circle East / Englewood, Colorado 801 1 ' / (303) 773-3444
I.
PURITAN
BENNETT I =I
2200 FARADAY AVENUE 0 CARLSBAD. CA 92008 1 PHONE (619) 929-4000 0 FAX. (619) 929-4001
I I I ROBERT L DOYLE
Sr Vice President I. Marketing
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March 8, 1993
Mr. Eitan Aharoni
Bachmann Construction Co.
1925 Palomar Oaks Way
Suite 220
Carlsbad, CA 92008
Dear Mr. Aharoni:
I would like you all all the employees of Bachmann Const
tion Company to know how pleased I am with the work you
done for me.
I consider myself fortunate to have found in your compar
qualities lacking in much of the construction business.
Namely: Listening to the client's needs, responding to
tions and suggestions, being attentive to detail (all e,
were accounted for), and following up promptly. Most in
tant to me is the confidence that in dealing with Bachrnz
will be treated fairly and honestly.
I felt compelled to write this because, given the indusl
reputation, I was pleasantly surprised by the level of E
I received. Keep up the good work and much success to j
Sincerely,
I
% I Robert L. Doyle
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TO : Bachman Construction
FROM: Alexis J. Torrey, Inspector of Record OSHPD # A-10587, B-10109, OSA Certified
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As the Inspector of Record on the Clairemont Hospital Renovatic
I have communicated with and inspected the work of yc
superintendent, Randy Pritchett. Randy has exhibited a worki
knowledge of the ICBO model codes as well as the State
California Amendments and Title 24 in regard to hospital a
seismic requirements of the Office of Statewide Health Planning a
Development (OSHPD) and the Office of the State Architect (OSA)
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1 Alexis J. Torrey
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NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITED WITH BID
State of California Ca )
Countyof San Diego )
) ss.
4 I*
Craig Bachmann , being first duly sworn, deposes
(Name of Bidder)
' I and says that he or she is President
(Title)
Bachmann Construction, Inc.
(Name of Firm)
a '
r ' the party making the foregoing bid; that the bid is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or corporation;
that the bid is genuine and not collusive or sham; that the bidder has not directly or
indirectly induced or solicited any other bidder to put in a false or sham bid, and has not
directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone
shall refrain from bidding that the bidder has not in any manner, directly or indirectly,
sought by agreement communication, or conference with anyone to fix the bid price, or of
that of any other bidder, or to fix any overhead, profit, or cost element of advantage
against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and further, that the bidder has
not, directly or indirectly submitted his or her bid price or any breakdown thereof, or the
contents thereof, or divulged information or data relative thereto, or paid, and will not pay,
any fee to any corporation, partnership, company association, organization, bid depository,
or to any member or agent thereof to effectuate a collusive or sham bid.
I declare under penalty of perjury that the foregoing is true and correct and that this
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J' . affidavit was executed on the 24 day of June ,1993.
/f-,?d/& yt/ /2%.@- President
Signatde of Bidder Craig Bachmann
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11 Subscribed and sworn to before me on the 24 day of June ,1993.
9
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]I (NOTARYSEAL)
Signature of Notary
2/25/92
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CAJFORNIA ALL-PURPOSE ACKNOWLEDGMENT
CAPACITY CLAIMED B
Though statute does not require
fill in the data below, doing 5
TITLE(S)
State of (' n /;Ai ~L_/U~L.
personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
subscribed to the within instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
[II PARTNER(S) 0 L1Fv
0 ATToRNEY-IN-FACT
0 TRUSTEEW
0 GUARDIAN/CONSER\
to be the person(s) whose name(s) is/are 0 GE
SIGNER IS REPRESEI
NAME OF PERSON(S) OR ENTITY
kfiv scTm Fxc r -t 24 12 '4
' TMC (, fl.f\LI I ! v\ CLLW
OPTIONAL SECTION
1 THE DOCUMENT DESCRIBED AT RIGHT
01 992 NATIONAL NOTARY ASSOCIATION 8236 Rernrnet Ave , P 0 Box 7184 Canoga
1 4D CONTRACT - PUBLIC WORKS
This agreement is made this ay of 19 by and between the Cii of Carlsbad, California, a municipal corp after called "Cityl), and
whose principal place of busine:
is 1925 Palomar Oaks Way, Suite 220, Carlsbad CA 92008
Bachmann Construction Inc.
(hereinafter called "Contractor".)
City and Contractor agree as follows:
1. Descrbtion of Work. Contractor shall perform all work specified in the Contrac
documents for:
City of Carlsbad Fire Station No. 1 Renovation, Contract No. U/M 93-6
(hereinafter called "project")
Provisions of Labor and Materials. Contractor shall provide all labor, material5
tools, equipment, and personnel to perform the work specified by the Contrac
Documents.
Contract Documents. The Contract Documents consist of this Contract, Notic
Inviting Bids, Contractor's Proposal, Bidder's Bond, Designation o
Subcontractors, Bidder's Statements of Financial Responsibility and Technice
Ability, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans anc
Specifications, the Special Provisions, and all proper amendments and change
made thereto in accordance with this Contract or the Plans and Specifications
and all bonds for the project; all of which are incorporated herein by thi
reference.
Contractor, her/his subcontractors, and materials suppliers shall provide anc
install the work as indicated, specified, and implied by the Contract Documents
Any items of work not indicated or specified, but which are essential to thc
completion of the work, shall be provided at the Contractor's expense to fulfil
the intent of said documents. In all instances through the life of the Contract
the City will be the interpreter of the intent of the Contract Documents, and thc
City's decision relative to said intent will be final and binding. Failure of thf
Contractor to apprise subcontractors and materials suppliers of this condition o
the Contract will not relieve responsibility of compliance.
2.
e 3.
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4. Payment. For all compensation for Contractor's performance of work under th
Contract, City shall make payment to the Contractor per Section 9-3 of tl
Standard Specifications for Public Works Construction (SSPWC) 1991 Editio
and the latest supplement, hereinafter designated "SSPWC", as issued by tl
Southern California Chapter of the American Public Works Association, and I
amended by the Special Provisions section of this contract. The closure date fi
each monthly invoice will be the 30th of each month. Invoices from tl
Contractor shall be submitted according to the required City format to the CitJ
assigned project manager no later than the 5th day of each month. Paymen
will be delayed if invoices are received after the 5th of each month. The fin
retention amount shall not be released until the expiration of thirty-five (31
days following the recording of the Notice of Completion pursuant to Caliform
Civil Code Section 3184.
Public Contract Code section 20104.50 requires a summary of its contents to E
set forth in the terms of the contract. Below is such a summary. Howeve
contractor should refer to Public Contract Code section 20104.50 for a complel
statement of the law.
The city shall make progress payments within 30 days after receipt of a
undisputed and properly submitted payment request from a contractor on
construction contract. If payment is not made within 30 days after receipt of a
undisputed and properly submitted payment request, then the city shall pa
interest to the contractor equivalent to the legal rate set forth in subdivision (2
of section 685.010 of the Code of Civil Procedure.
Upon receipt of a payment request, the city shall, as soon as practicable aft(
receipt, determine whether the payment request is a proper payment request.
the city determines that the payment request is not proper, then the request sha
be returned to the contractor as soon as practicable but not later than seven (7
days after receipt. The returned request shall be accompanied by a documen
setting forth in writing the reasons why the payment request was not proper.
If the city fails to return the denied request within the seven (7) day time lid1
then the number of days available to the city to make payment without incurrin
interest shall be reduced by the number of days by which the city exceeds th
seven (7) day return requirement.
"Progress payment" includes all payments due contractors except that portion c
the final payment designated by the contract as "retention earnings".
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5. IndeDendent Investigation. Contractor has made an independent investigation c
the jobsite, the soil conditions at the jobsite, and all other conditions that mi@
affect the progress of the work, and is aware of those conditions. The Contra(
price includes payment for all work that may be done by Contractor, whetht
anticipated or not, in order to overcome underground conditions. An
information that may have been furnished to Contractor by City abot
underground conditions or other job conditions is for Contractor's convenienc
only, and City does not warrant that the conditions are as thus indicate(
Contractor is satisfied with all job conditions, including underground conditior
and has not relied on information furnished by City.
a
6. Contractor Responsible for Unforeseen Conditions. Contractor shall b
responsible for all loss or damage arising out of the nature of the work or fro1
the action of the elements or from any unforeseen difficulties which may arise c
be encountered in the prosecution of the work until its acceptance by the Cit]
Contractor shall also be responsible for expenses incurred in the suspension c
discontinuance of the work. However, Contractor shall not be responsible fc
reasonable delays in the completion of the work caused by acts of God, storm
weather, extra work, or matters which the specifications expressly stipulate wi
be borne by City.
Hazardous Waste or Other Unusual Conditions. If the contract involves diggin
trenches or other excavations that extend deeper than four feet below the surfac
Contractor shall promptly, and before the following conditions are disturbec
notify City, in writing, of any:
A. Material that Contractor believes may be material that is hazardous wastc
as defined in Section 251 17 of the Health and Safety Code, that is require
to be removed to a Class I, Class 11, or Class 111 disposal site in accordanc
with provisions of existing law.
Subsurface or latent physical conditions at the site differing from thos
indicated.
Unknown physical conditions at the site of any unusual nature, differer
materially from those ordinarily encountered and generally recognized a
inherent in work of the character provided for in the contract.
* 7.
B.
C.
City shall promptly investigate the conditions, and if it finds that the condition
do materially so differ, or do involve hazardous waste, and cause a decrease c
increase in contractor's costs of, or the time required for, performance of any par
of the work shall issue a change order under the procedures described in tli
contract. -a
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In the event that a dispute arises between City and Contractor whether th
conditions materially differ, or involve hazardous waste, or cause a decrease c
increase in the contractor's cost of, or time required for, performance of any pal
of the work, contractor shall not be excused from any scheduled completion dai
provided for by the contract, but shall proceed with all work to be performe
under the contract. Contractor shall retain any and all rights provided either b
contract or by law which pertain to the resolution of disputes and protesi
between the contracting parties.
Change Orders. City may, without affecting the validity of the Contract, ordt
changes, modifications and extra work by issuance of written change order:
Contractor shall make no change in the work without the issuance of a writte
change order, and Contractor shall not be entitled to compensation for any extr
work performed unless the City has issued a written change order designating i
advance the amount of additional compensation to be paid for the work. If
change order deletes any work, the Contract price shall be reduced by a fair an
reasonable amount. If the parties are unable to agree on the amount (
reduction, the work shall nevertheless proceed and the amount shall E
determined by litigation. The only person authorized to order changes or extr
work is the Project Manager. The written change order must be executed by th
City Manager or the City Council pursuant to Carlsbad Municipal Code Sectio
3.28.172.
Immigration Reform and Control Act. Contractor certifies he is aware of th
requirements of the Immigration Reform and Control Act of 1986 (8 US
Sections 1101-1525) and has complied and will comply with these requirement:
including, but not limited to, verifying the eligibility for employment of a
agents, employees, subcontractors, and consultants that are included in th
Contract .
Prevailing Wage. Pursuant to the California Labor Code, the director of th
Department of Industrial Relations has determined the general prevailing rate c
per diem wages in accordance with California Labor Code, Section 1773 and
copy of a schedule of said general prevailing wage rates is on file in the office c
the Carlsbad City Clerk, and is incorporated by reference herein. Pursuant t
California Labor Code, Section 1775, Contractor shall pay prevailing wage!
Contractor shall post copies of all applicable prevailing wages on the job site.
Indemnification. Contractor shall assume the defense of, pay all expenses c
defense, and indemnify and hold harmless the City, and its officers an
employees, from all claims, loss, damage, injury and liability of every kind, natur
and description, directly or indirectly arising from or in connection with th
performance of the Contractor or work; or from any failure or alleged failure 0.
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Contractor to comply with any applicable law, rules or regulations includin
those relating to safety and health; except for loss or damage which was cause
solely by the active negligence of the City; and from any and all claims, 10s
damages, injury and liability, howsoever the same may be caused, resultir:
directly or indirectly from the nature of the work covered by the Contract, unle!
the loss or damage was caused solely by the active negligence of the City. Tl-
expenses of defense include all costs and expenses including attorneys fees fc
litigation, arbitration, or other dispute resolution method.
Insurance. Contractor shall procure and maintain for the duration of the contra1
insurance against claims for injuries to persons or damage to property which ma
arise from or in connection with the performance of the work hereunder by tl-
Contractor, his agents, representatives, employees or subcontractors. Saj
insurance shall meet the City's policy for insurance as stated in Resolution Nc
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12.
91 -403.
(A) COVERAGES AND LIMITS - Contractor shall maintain the types (
coverages and minimum limits indicted herein:
1. Comprehensive General Liability Insurance:
$1,000,000 combined single limit per occurrence for bodily injur
and property damage.
separate aggregate in the amounts specified shall be established fc
the risks for which the City or its agents, officers or employees arc
additional insureds.
If the policy has an aggregate limit, 4D
2. Automobile Liability Insurance:
$1,000,000 combined single limit per accident for bodily injury an
property damage. In addition, the auto policy must cover an
vehicle used in the performance of the contract, used onsite c
offsite, whether owned, non-owned or hired, and whethc
scheduled or non-scheduled. The auto insurance certificate mu!
state the coverage is for "any auto" and cannot be limited in an
manner.
Workers' Compensation and Emplovers' Liability Insurance:
Workers' compensation limits as required by the Labor Code of th
State of California and Employers' Liability limits of $1,000,000 pr
incident. Workers' compensation offered by the Stat
Compensation Insurance Fund is acceptable to the City.
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(B) ADDITIONAL PROVISIONS - Contractor shall ensure that the policies a
insurance required under this agreement contain, or are endorsed ti
contain, the following provisions. General Liability and Automobill
Liability Coverages:
1.
e
The City, its officials, employees and volunteers are to be coverel
as additional insureds as respects: liability arising out of activitie
performed by or on behalf of the Contractor; products an
completed operations of the contractor; premises owned, leasec
hired or borrowed by the contractor. The coverage shall contai
no special limitations on the scope of protection afforded to th
City, its officials, employees or volunteers.
The Contractor's insurance coverage shall be primary insurance a
respects the City, its officials, employees and volunteers. An
insurance or self-insurance maintained by the City, its official:
employees or volunteers shall be in excess of the contractor
insurance and shall not contribute with it.
Any failure to comply with reporting provisions of the policies sha
not affect coverage provided to the City, its officials, employees c
volunteers.
Coverage shall state that the contractor's insurance shall appl
separately to each insured against whom claim is made or suit
brought, except with respect to the limits of the insurer's liabiliq
(C) "CLAIMS MADE" POLICIES - If the insurance is provided on a "claims madc
basis, coverage shall be maintained for a period of three years following tl
date of completion of the work.
(D) NOTICE OF CANCELLATION - Each insurance policy required by th
agreement shall be endorsed to state that coverage shall not be suspendec
voided, canceled, or reduced in coverage or limits except after thirty (3(
days' prior written notice has been given to the City by certified ma:
return receipt requested.
2.
3.
4. e
(E) DEDUCTIBLES AND SELF-INSURED RETENTION (S.I.R.) LEVELS - AI
deductibles or self-insured retention levels must be declared to ar
approved by the City. At the option of the City, either: the insurer sk
reduce or eliminate such deductibles or self-insured retention levels i
respects the City, its officials and employees; or the contractor shall procu
a bond guaranteeing payment of losses and related investigation, clai
administration and defense expenses.
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WAIVER OF SUBROGATION - All policies of insurance required under thl
agreement shall contain a waiver of all rights of subrogation the insure
may have or may acquire against the City or any of its officials c
employees.
(G) SUBCONTRACTORS - Contractor shall include all subcontractors as insured
under its policies or shall furnish separate certificates and endorsements fc
each subcontractor. Coverages for subcontractors shall be subject to all c
the requirements stated herein.
(H) ACCEPTABILITY OF INSURERS - Insurance is to be placed with insure1
that have a rating in Best's Key Rating Guide of at least A-:V, and ai
authorized to do business within the State of California and are included i
the official publication of the Department of Insurance of the State (
California as allowed under the standards specified in by the City Counc
Resolution No. 91-403 .
VERIFICATION OF COVERAGE - Contractor shall furnish the City wit
certificates of insurance and original endorsements affecting coverag
required by this clause. The certificates and endorsements for eac
insurance policy are to be signed by a person authorized by that insurer t
bind coverage on its behalf. The certificates and endorsements are to be i
forms approved by the City and are to be received and approved by the Cit
before work commences.
COST OF INSURANCE - The Cost of all insurance required under th
agreement shall be included in the Contractor's bid.
(F) *
(I)
(J) e
13. Claims and Lawsuits. All claims by contractor for $375,000 or less shall E
resolved in accordance with the provisions in the Public Contract Code, Divisio
2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which a1
incorporated by reference. The contractor shall initially submit all claims ow
$375,000 to the city using the informal dispute resolution process described i
Public Contract Code subsections 20104.2 (a), (c), (d). Notwithstanding th
provisions of this section of the contract, all claims shall comply with th
Government Tort Claims Act (section 900 et seq of the California Governmer
Code) for any claim or cause of action for money or damages prior to filing an
lawsuit for breach of this agreement.
Maintenance of Records. Contractor shall maintain and make available at no COI
to the City, upon request, records in accordance with Sections 1776 and 1812 (
Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does nc
maintain the records at Contractor's principal place of business as specifie
above, Contractor shall so inform the City by certified letter accompanying th
return of this Contract. Contractor shall notify the City by certified mail of an
change of address of such records.
14.
a
2/25/<
@
2
Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing wit
Section 1720 of the Labor Code are incorporated herein by reference.
Security. Securities in the form of cash, cashier's check, or certified check ma
be substituted for any monies withheld by the City to secure performance of thj
contract for any obligation established by this contract. Any other security tk
is mutually agreed to by the Contractor and the City may be substituted fc
monies withheld to ensure performance under this Contract.
Provisions Required by Law Deemed Inserted. Each and every provision of la7
and clause required by law to be inserted in this Contract shall be deemed to E
inserted herein and included herein, and if, through mistake or otherwise, an
such provision is not inserted, or is not correctly inserted, then upon applicatio
of either party, the Contract shall forthwith be physically amended to make suc
insertion or correction.
15.
16. 0
17.
....
....
....
.... * ....
....
....
....
....
....
....
....
....
....
.... * ....
U251
c33
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
Though statute does not requir fill in the data below, doing
invaluable to persons relying on
personally appeared
lilTLE(S)
knowledged to me that he/she/they executed
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
0 TRUSTEE(S)
SIGNER IS REPRESE
NAME OF PERSON(S) OR ENTIT’
TO TITLE OR TYPE OF DOCUMENT
01 993 NATIONAL NOTARY ASSOCIATION * 8236 Remmet Ave , P 0 Box 71 84 * Canoga
24
Additional Provisions. Any additional provisions of this agreement are set forth
in the "General Provisions" or "Special Provisions" attached hereto and made a
part hereof.
18.
0
Bachmann Construction, Inc,
NOTARIAL ACKNOWLEDGEMENT OF Contractor
EXECUTION BY ALL SIGNATORIES
MUST BE AITACHED
(CORPORATE SEAL)
Craiq Bachmann President
Print Name of Signatory
- 4' 4P7
Si6aturdof Signatory
d /9 /&g,." //- E, p&? ./w+--, /*I- /T
APPRO-VED TCI AS TO FORM:
RONALD R. BALL City Attorney George H- Rogers I11 Sec/Trc
Signature of Signatory (. BY:
* 'v $I + GL-4-
President Secretary/Treasi *
n Title
KAREN J. HIRATA~
Deputy City Attorney
ATTEST:
City Clerk
I(
2I25l'
..
@
2
BOND #127 03 : PREMIUM INCLUI
LABOR AND MATF.RIALS BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution Nc
Bachmann Construinn Inr (hereinafter designated as the "Principal"),
a
93-303 , adopted November 7, 1993 , has awarded to
Contract for:
City of Carlsbad Fire Station #1 Renovation, Contract No. U/M 93-6.
in the City of Carlsbad, in strict conformity with the drawings and specifications, and othf
Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad an
all of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the tern
thereof require the furnishing of a bond, providing that if Principal or any of the
subcontractors shall fail to pay for any materials, provisions, provender or other supplic
or teams used in, upon or about the performance of the work agreed to be done, or for an
work or labor done thereon of any kind, the Surety on this bond will pay the same to tk
extent hereinafter set forth.
Yi NOW, THEREFORE, WE, Bachmann Construction, Inc
Principal, (hereinafter designated as the f'Contractor'f), and Insurance Company
of the West as Surety, are held firmly bound unto the City of Carlsbad in the sum (
Dollars ($ 100,486.00 ), said sum being fifty percent (50%) of the estimate
amount payable by the City of Carlsbad under the terms of the Contract, for whic
payment well and truly to be made we bind ourselves, our heirs, executors an
administrators, successors, or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person or his/hc
subcontractors fail to pay for any materials, provisions, provender, supplies, or teams use
in, upon, for, or about the performance of the work contracted to be done, or for any othc
work or labor thereon of any kind, or for amounts due under the Unemployment Insuranc
Code with respect to such work or labor, or for any amounts required to be deductec
withheld, and paid over to the Employment Development Department from the wages c
employees of the contractor and subcontractors pursuant to Section 13020 of th
Unemployment Insurance Code with respect to such work and labor that the Surety wi
pay for the same, not to exceed the sum specified in the bond, and, also, in case suit :
brought upon the bond, costs and reasonable expenses and fees, including reasonabl
attorney's fees, to be fixed by the court, as required by the provisions of Section 3248 c
the California Civil Code.
This bond shall inure to the benefit of any and all persons, companies and corporatior
entitled to file claims under Title 15 of Part 4 of Division 3 of the Civil Code (commencin
with Section 3082).
a One Hundred Thomd Fniir Hrindrpd Finhtv qiy nwn 4,
21251s
*
@
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT - OPTIONAL S1
CAPACITY CLAlMEI
Though natute does not rec
fill in the data mow doli
invaluable to persons reiylq 0 INDIVIDUAL
0 CORPORATE OFF1
Public '
State of California
Countyof Sari Diq
Cecily M. Gipson, Notary
NAME TITLE OF OFFICER. E G 'JANE DOE NOTARY PUBLIC'
INGRID ERIKA CROSBY
TITLES NAME& OF SIGNER(S1 personally appeared
a personally known to me - OR - proved to me on the basis of satisfactory evidence PARTNER(S) 0
to be the person# whose name@) is/arsc 0'
subscribed to the within instrument and ac-
knowledged to me that he/she/tkq executed
~AmoRNEY-tN-FAC
0 TRUSTEEW
person&) acted, executed the instrument.
THIS CERTIFICATE MUST BE AlTACHED TO
THE DOCUMENT DESCRIBED AT RIGHT
Though the data requested here IS not required by law
it could prevenr fraudulent reattachment ot this tom
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
SIGNER(S) OTHER THAN NAMED ABOVE
DATE OF DOCUMENT
IPdU&ki tQ peF$Qfl8 rQlyhg 01
persenally appeared '' l2 /
knswladged ta me that hs/she/they executed
the same in hislherltheir authorized
capacity(ies), and that by hiS/hsr/thair
signature(s) QR the instrument the person(s),
or the entity upon behalf of which the
person(s) acted, executed the instrument.
a PRUSTEE(S) r~ GUARDIAN/CONSER
OC)THER; ~ - -
-__ ~~ ~-
- . - ._ -~
.-__ -
THIS GLRTIFIGATE MUST BE ATTABHEB TQ THE BQCUMENT DE3GWIBID AT RIQHT: TITLE QW TYPE QF DOCUMENT
NUMBER OF PAGES '-v DATE OF DBCUMENT 'fR@@i *be data FeqU@C&d Rer@ 18 Ret f
2r
In the event that Contractor is an individual, it is agreed that the death of any sucl
Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this
0
0- Executed by SURETY this 23RD day of
I day of N G b~, /M ,196L. NOVEMBER , 19 -9.3
CONTRACTOR: SURETY:
Bachmann Construction, Inc- Insurance Company of the We:
(Name of Contractor) (Name of Surety)
5725 KEARNY VILLA ROAD SUITE R SAN DIEGO CA 92123
(Address of Surety)
By:
Craig Bachmann (619) 279-3800
(print name here) (Telephone Number of Surety)
# President By: 2llWu.d bU!L (!b-LKJ
Signatbre of Atforney-in-Fact
INGRID ERIKA CROSBY --- Printed name of Attorney-h-Fact
tJ Georqe H, Roqers I11 (attach corporate resolution showin
(print name here) current power of attorney)
Secretary/Treasurer
(title and organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only or
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary undc
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
.
j-d&L-J- . q KARENJ.H~TA
Deputy City Attorney -.e
2J25IE
@
Insurance Company of the West
POWER OF ATTQRNEY
HOME OFFICE: SAN DIEGO, CALIFORNIA
KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporation duly authorized and
under the laws of the State of CALIFORNIA and having its principal office in the City of San Diego, California, does hereby nc
constitute and appoint: Ingrid Erika Crosby
its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execu
acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereol
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Re
adopted by the Board of Directors of INSURANCE COMPANY OF THE WEST at a meeting duly called and held on the 1
of AUGUST, 1991, which said Resolution has not been amended or rescinded and of which the following is a true, full, and c,
copy:
“RESOLVED, that the Chairman of the Board, the President, an Executive Vice President or a Senior Vice Presiden
Company, be, and that each or any of them is, authorized to execute Powers of Attorney qualifying the attorney namec
given Power of Attorney to execute on behalf of the Company, bonds, undertakings, and all contracts of suretyship; anc
Vice President, an Assistant Vice President, a Secretary or an Assistant Secretary be. and that each or any of them he
authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company.
FURTHER RESOLVED, that the signatures of such officers and the seal of the Company may be affixed to any such
of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such fl
signatures or facsimile seal skall be valid and binding upon the Company when so affixed and in the future with respect
bond, undertaking or contract of suretyship to which it is attached.
FURTHER RESOLVED, that the Attorney-in-Fact may be given full power to execute for and in the name of and on bs
the Company any and all bonds and undertakings as the business of the Company may require, and any such bonds or under
executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by an authorized officer of the Con
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal to be hereunto affixed anc
presents to be signed by its duly authorized officers this
a
9th day of November, 1993
0 0 3 \*cO~ponA?ca *
%cli I,& STATE OF CALIFORNIA ss:
COUNTY OF SAN DfEGO CALF OW^ John L. Hannum, Senior Vice Pres
On this 9th of November, 1993 before the subscriber, a N
the County of San Diego, duly commissioned and qualified, came John L. Hannum.
OF THE WEST, to me personally known to be the individual and officer described in and who executed the preceding instri
and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the said offi
the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the said Corporatioi
that the said Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument 1
authority and direction of the said Corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day an(
first above written.
STATE OF CALIFORNIA
COUNTY OF SAN DIEGO ss:
I, the undersigned, E. Harn
original POWER OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and ha
been revoked. r
IN WITNESS WHEREW. I have hareunto subscribed my name s Vice President, and affixed the Corporate Seal (
INSURANCE COMPANY OF THE WI
ANY OF THE WEST. do hereby
Corporation, this 23Bay of :.JOVEMBER b3
0 fJ ~@RpoUg 7
%”,.& <A&//gLqJ
E. Harned bavis
Vice President
cAL~o~\h
ICW CAL 27
2
BOND #127 03 : "TYBoND PREMIUM: $4,C
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution Nc
inn , (hereinafter designated as the "Principal"), a Contract fo
City of Carlsbad Fire Station #1 Renovation, Contract No. U/M 93-6 in the City (
Carlsbad, in strict conformity with the contract, the drawings and specifications, and othc
Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, a
of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the tern
thereof require the furnishing of a bond for the faithful performance and warranty of saj
Contract;
, as Principa NOW, THEREFORE, WE, Bachmann Construction, Inc
(hereinafter designated as the "Contractor"), and
, as Surety, are held and firmly bound unto the City of Carlsbad, in tE
sum of 1, said sum being equal to one hundred percer
(100%) of the estimated amount of the Contract, to be paid to City or its certain attome:
its successors and assigns; for which payment, well and truly to be made, we bin
ourselves, our heirs, executors and administrators, successors or assip, jointly an
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contract0
their heirs, executors, administrators, successors or assigns, shall in all things stand to an
abide by, and well and truly keep and perform the covenants, conditions, and agreemen
in the Contract and any alteration thereof made as therein provided on their part, to E
kept and performed at the time and in the manner therein specified, and in all respeci
according to their true intent and meaning, and shall indemnify and save harmless the Cit
of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligatio
shall become null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specifie
therefor, there shall be included costs and reasonable expenses and fees, includin
reasonable attorney's fees, incurred by the City in successfully enforcing such obligatio1
all to be taxed as costs and included in any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to th
terms of the Contract, or to the work to be performed thereunder or the specificatior
accompanying the same shall affect its obligations on this bond, and it does hereby waiv
notice of any change, extension of time, alterations or addition to the terms of the contra(
or to the work or to the specifications.
FAITHFUL PERFOEMANCE/W
93-303 , adopted November 3, iw.1 , has awarded to
rl)
Insurance Company
Of the West
Two Hundred Thousand Nine Hundred Seventy One
Dollars($ 200,971.00
%)
*
2/25/S
@
atute does not rc
personally appeared
Srsonally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are
knowledged to me that he/she/they executed
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
or the entity upon behalf of which the
person(s) acted, executed the instrument.
subscribed to the within instrument and ac- TTORN EY-IN-FA
the same in his/her/the ir authorized UARDIAN/CONS
THER:
PERSON(S) OR EN
OPTIONAL SECTION I
DATE OF DOCUMENT :i - 9- - 13
THE DOCUMENT DESCRIBED AT RIGHT
Though the data requested here IS not required by law,
It could prevent fraudulent reattachment of this form ~.~~-*~~~~~
C:ALlFORNIA ALL-PURPOSE ACKNOWLEDGMENT - OPTIONAL
CAPACITY CLAIM
Though me does not fill in the data below. t
IIlvaluaMe to peMN rei) c7 INDIVIDUAL
CORPORATE 01
Public '
' County of Sa *iq
Cecily X. Gipson, Notary
NAME. TITLE OF OFFlCER . E.G -JANE DOE. NOTARY PUBLIC'
INGRID ERIKA CROSBY
NAMEiSl OF SIGNER(S) personally appeared
pJ personally known to me - OR - [7 proved to me on the basis of satisfactory evidence to be the person# whose name@) is/- subscribed to the within instrument and ac-
knowledged to me that he/she/tW executed
the Same in his/her/- authorized
capactty(iax), and that by his/her/24z?K
signature@) on the instrument the person(@,
or the entity upon behalf of which the
person&) acted, executed the instrument.
PARTNEWS) [ c
BATToRNEY-IN-F 0 TRUSTEEW
0 GUARDIANICOh
0 OTHER: .-
SIGNER IS REPR
NAME OF PERSONiS) OR I
THIS CERTIFICATE MUST BE AlTACHED TO
THE DOCUMENT DESCRIEED AT RIGHT:
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
StGNER(S) OTHER THAN NAMED ABoVE
DATE OF DOCUMENT
Though the data requested here is not required by law.
It could prevent frauaulent reattachment of this form
2
In the event that Contractor is an individual, it is agreed that the death of any SUC
Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this 13'" Executed by SURETY this 23RDday of
day of ,\ic LIL,~~ A, Y 19':3 - . NOVEMBER > 19- 9.3
4)
CONTRACTOR: SURETY:
Bachmann Construction, Inc- Insurance Company of the Wes
(Name of Contractor) (Name of Surety)
By: , /?; hg;sL&- c z-,?+''fr'%%?a--- %I // '1 i ,;b/ $3 (sign here) (Address of Surety)
57i5 7p(yj NE VI?&i q OAD SUITE R
I>
-I -
Y
Craig Bachmann (619) 279-3800
(print name here) (Telephone of Surety)
President By: L
Signabre of Atdorney-in-Fact
INGRID ERIKA CROSBY
Printed name of Attorney-in-Fact 63 -
6 George H- Rogers I11 (attach corporate resolution showin
0
(print name here) current power of attorney)
7 '1, Secretary/Treasurer
(title and organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only or
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary undt
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL &A -
Q. V~~ J. HI&A
Deputy City Attorney
a*
2/25/S
@
Insurance C any sf the West
EY
HOME OFF1 DIEGO, CALIFORNIA
KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporation duly authorized and e)
under the laws of the State of CALIFORNIA and having its principal office in the City of San Diego. California. does hereby nor
constitute and appoint: Ingrid Erika Crosby
its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute,
acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof,
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Reso
adopted by the Board of Directors of INSURANCE COMPANY OF THE WEST at a meeting duly called and held on the 16tl
of AUGUST, 1991. which said Resolution has not been amended or rescinded and of which the following is a true, full, and con
copy:
"RESOLVED, that the Chairman of the Board, the President, an Executive Vice President or a Senior Vice President I
Company, be, and that each or any of them is, authorized to execute Powers of Attorney qualifying the attorney named i
given Power of Attorney to execute on behalf of the Company. bonds, undertakings, and all contracts of suretyship; and i
Vice President, an Assistant Vice President. a Secretary or an Assistant Secretary be. and that each or any of them here
authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company.
FURTHER RESOLVED, that the signatures of such officers and the seal of the Company may be affixed to any such F
of Attorney or to any certificate relating thereto by facsimile. and any such Power of Attorney or certificate bearing such fac:
signatures or facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect tc
bond, undertaking or contract of suretyship to which it is attached.
FURTHER RESOLVED, that the, Attorney-in-Fact may be given full power to execute for and in the name of and on beh
the Company any and all bonds and undertakings as the business of the Company may require, and any such bonds or underta
executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by an authorized officer of the Comp
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal lo be hereunto affixed and :
presents to be signed by its duly authorized officers th'
Y OF THE WI
e
ay of November, 1993 a
STATE OF CALIFORNIA
COUNTY OF SAN DIEGO ss:
On this 9th of November, 1993 before the subscriber, a N ublic of the State of California, in an
the County of San Diego, duly commissioned and qualified, came John L. Hannum, Vice President of INSURANCE COMF
OF THE WEST, to me personally known to be the individual and officer described in and who executed the preceding instrur
and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the said offic
the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the said Corporation,
that the said Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument b!
authority and direction of the said Corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day and
first above written.
STATE OF CALIFORNIA
COUNTY OF SAN DIEGO ss:
I, the undersigned, E. Harn ANY OF THE WEST, do hereby certify tha
original POWER OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and has
been revoked. r
IN WITNESS WHEREOF, I have hereunto subscribed my name y Vice President, and affixed the Corpornte Seal of
Corporation, this 23RRay of NOVEMBER
INSURANCE COMPANY OF THE WE
19 3
7
f&dq//fz,
e
E. Harned 'Davis
Vice President
ICW CAL 37
rroon Corporation of San Diego
5 Murray Canyon Road
i COMPANIES AFFORDING COVERAGE
CA 92108
(619) 297-7111
Contact : Susan Thurston era1 Insurance Co. of America
1925 Palomar Oaks Way
CA 92008
ALL OWNED AUTOS
SCHEDULED AUTOS
NON-OWNED AUTOS
HIS CERTIFICATE MAY BE RELIED UPON ONLY IF THE DESCRIPTION OF
PERATIONS ATTACHMENT REFERRED TO HEREIN IS ATTACHED HERETO.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEI
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL *
~~~~~~~~~~~~~~~~~~~~~~~ m m-MRmm EVrnVR RKm
Willis Corroon Corporation of San Diego
Insurance Services
CA 92108
Bachmann Construction, Inc.
1925 Palomar Oaks Way
CA 92008
Certificate Holder : City of Carlsbad
General Liability- The Certificate Holder is an Additional Insured solc
as respects work performed by the Named Insured for said Additional Ins
provided, however, that a written contract requiring that the Certific;
Holder be an Additional Insured exists.
Such insurance as is afforded by the General Liability Policy is prima1
:Lnsurance and no other insurance of the Aaditional Insurea will be call
@n to contribute to a loss.
Auto Liability - The Certificate Holder is an Additional Insured as per the attached I Insured Endorsement from Safeco Insurance (General Insurance Co. of America).
RE: Contract # U/M 93-6 Renovation to Fire Station No. 1
RE: contract #94405 Remodel of Utilities & Maintenance Office at
405 Oak Avenue.
?oLJcT(*wEI OurCIfRtCIWOUI mSTEmcMnme*m
0A 81479960 1/1/94 1f 1/95
rouGrouroLY). S8UI MTE
-1 1/7/9
e ' louRuiEWcI~
ulLLfS CORROON CORP. OF
17-2245 mENT m.
k f i
Ex
Ci?y OF CARLS3AD SURPLUS LINE BROKER AFFIDAVIT d
Broker Name: Willis Corroon Corp. of San Dieqo / Jill Tucker
Address: 1615 Murray Can.yon Road
Ciry/Sta te/Zip :
Date: 1 /01/94 Renewal
Projecr Name: A1 1 Operations
Type of Insurance:
San Diego, CA 92108
General Li abi 1 i ty
I cerrify thar Ji 11 Tucker/Wi 11 i sCorroonis the Broker of Record for Bachrnann Cons
("Conmcror") who is required to provide insurance under the specif
oi &e above conuact. I funher cershfy Giar as Broker of Record for Coneacror, I have co
the insurance companies lisred below, all of whom meet rhe City's requirements indl
Resolution No. and all of whom have refused KO wire the required policy due
'ype of risk invoived.
Insurance Camer:
Name of Contact: Connie Niespodziany
Address:
Dare: 12/01 /93
Reason for fiehsal:
Bests Ranng A VI11 bred by State Insurance I YES
I-anv of the West
10140 Campus Point Drive, San Diego, CA 92121
0
Not a market for general contractors,
Cornmissioner (Yes/No)
Insurance Canier: Ci gna
Name of Contact:
Address: 3131 Camino Del Rio North, Suite 1260, San Diego,CA
Dare: 12/01 /93
Reason for Refusal:
Bests Raring A- 'I" Lisred by State Insurance
Kathy Vanderslice
. Not a market for general contractors
YES
Commissioner (Yes/No) 0
JQFJ OrJ 'Gd 13:10 N,) . 1 u * 4.34 19.37 - - --.*-
Insurance Carrier: Continental Insurance Co. 8 Name of Contact: Jim Chase
Address: 1660 Hotel Circle N. - Ste 619, San Diego, CA 92108
Dare: 12/01 /93
Reason for ~~fu~~l: Not a market for general contractors
Listed by State Insurance Yes
Commissioner (Yes/No)
Bests Rating A- XIV
I
Contractor is requesting thar the City acceptpaci f i c Ins. Co. . L t d . company who is a suq
line camer having an A-:V or better rating in the most recent issue o€ Best's Rating Guide (
who has an office within the Scate of California at &e following address in order to effecr sen
of process.
Name of Surplus
Line Canier:
Ad dress :
City/State/zip:
Address tq effect Service of Process Wirhin the Stare of California.
Name:
Address:
Ciry/Sta tdZip:
Pacific Insurance Company, Ltd.
150 Federal Street
Boston, MA 02110-1753
Pacific Insurance Company, Ltd.
4525 Wilshire Blvd. Suite 300
Los Angeles, CA 90010
I.
1 certify under penalty of perjury that the foregoing facts are me and correct.
Dated: 1 /I 3/94 --" Signed: rr nil(. 1 'A<
Broker oi%eco<d y
II
J
0
- I1 .”
City of Carlsbad
Purchasing Department
Representation and Certification
- The following representation and certification are to be completed, signed and returned with proposal.
- JEPRESENTATlONS: Mark all applicable blanks. - his offeror represents as part of this offer that:
- lbheck appropriate Ethnic Business Type)
7 CERTIFICATION OF BUSINESS
I am currently certified by:
Certification #:
if
REP RES E NTATION (S) :
Mark all applicable blanks. This offeror represei
part of this offer that:
This firm is , is not X a mir business.
This firm is , is not x awo owned business.
WOMAN-OWNED BUSINESS: A womai - MINORIN BUSINESS ENTERPRISE: ‘Minority business is a business of which at least 51 pt ess’ is defined as a business, at least 51 percent of owned, controlled and operated by a woman or h is owned, operated and controlled by minority Controlled is defined as exercising the power p members, or in the case of publicly owned
J policy decisions. Operation is defined as businesses, at least 51 percent of which is owned, involved in the day-to-day management. perated and controlled by minority group members. -E he Small Business Administration defines the socially ;‘ and economically disadvantaged (minorities) as Black
merican, Hispanic American, Native Americans (Le. merican Indian, Eskimos, Aleuts and Native Hawaiians),
i and Asian-Pacific Americans (Le., U.S. Citizens whose rigins are from Japan, China, the Philippines, Vietnam, orea, Samoa, Guam, the U.S. Trust Territories of the 7t I acific, Northern Marianas, Laos, Cambodia and Taiwan). J
-
1 IF
i FERTIFICATION: he information furnished is certified to be factual and correct as of the date submitted.
-2
] (EOMPANY NAME NAME
1 Carlsbad, Ca 92008 1 lrlTY,STATE AND ZIP
-LL p:;h:z7 DATE
Bachmann Construction, Inc- Craiq Bachmann
1975 P;.’LQmar Oaks Wav Ste 220 President
~DDRESS
- 24 June 1993
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OPTIONAL
ESCROW AGREEMENT FOR SECURITY
DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbac
whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafte
called "City'' and whos
address is
hereinafter called "Contractor" and
whose address is
hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agre
as follows:
1. Pursuant to Section 22300 of the Public Contract Code of the State of Californi;
the contractor has the option to deposit securities with the Escrow Agent as
substitute for retention earnings required to be withheld by the City pursuant t
the Construction Contract entered into between the City and Contractor for Fir
Station #1 Renovation, Contract No. U/h4 93-6, in the amount of
(hereinafter referred to as the "Contract":
Alternatively, on written request of the contractor, the owner shall mak
payments of the retention earnings directly to the escrow agent. When th
Contractor deposits the securities as a substitute for Contract earnings, th
Escrow Agent shall notify the City within 10 days of the deposit. The mark€
value of the securities at the time of the substitution shall be a least equal to th
cash amount then required to be withheld as retention under the terms of th
contract between the City and Contractor. Securities shall be held in the nam
of the , and shall designate the Contractor as the beneficial owne:
The City shall make progress payments to the Contractor for such funds whic
otherwise would be withheld from progress payments pursuant to the Contra(
provisions, provided that the Escrow Agent holds securities in the form an
amount specified above.
When the City makes payment of retentions earned directly to the escrow agen
the escrow agent shall hold them for the benefit of the contractor until such tim
as the escrow created under this contract is terminated. The contractor ma
direct the investment of the payments into securities. All terms and conditior
of this agreement and the rights and responsibilities of the parties shall be
equally applicable and binding when the City pays the escrow agent directly.
dated a
2.
3.
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The contractor shall be responsible for paying all fees for the expenses incurrec
by the Escrow Agent in administering the Escrow Account and all expenses of th
of the City. These expenses and payment terms shall be determined by the Cig
Contractor and Escrow Agent.
4. aD
5. The interest earned on the securities or the money market accounts held i
escrow and all interest earned on that interest shall be for the sole account c
Contractor and shall be subject to withdrawal by Contractor at any time and fro1
time to time without notice to the City.
Contractor shall have the right to withdraw all or any part of the principal in th
Escrow Account only by written notice to Escrow Agent accompanied by writte
authorization from City to the Escrow Agent that City consents to the withdraw:
of the amount sought to be withdrawn by Contractor.
The City shall have a right to draw upon the securities in the event of default b
the Contractor. Upon seven days' written notice to the Escrow Agent from th
City of the default, the Escrow Agent shall immediately convert the securities t
cash and shall distribute the cash as instructed by the City.
Upon receipt of written notification from the City certifying that the Contract
ha1 and complete and that the Contractor has complied with all requiremenl
and procedures applicable to the Contract, the Escrow Agent shall release t
Contractor all securities and interest on deposit less escrow fees and charges (
the Escrow Account. The escrow shall be closed immediately upon disburseme1
of all moneys and securities on deposit and payments of fees and charges.
The Escrow Agent shall rely on the written notifications from the City and tE
contractor pursuant to Sections (4) to (6), inclusive, of this agreement and tl-
City and Contractor shall hold Escrow Agent harmless from Escrow Agent
release, conversion and disbursement of the securities and interest as set fort
above.
6.
7.
8.
(I)
9.
....
....
....
....
....
....
.... (I)
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The names of the persons who are authorized to give written notices or tc
receive written notice on behalf of the City and on behalf of Contractor ir
connection with the foregoing, and exemplars of their respective signatures arc
as follows:
For City: Title
10.
0
Name
Signature
Address
For Contractor: Title
Name
Signature
Address
For Escrow Agent: Title
Name
11) Signature
Address
4D
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At the time the Escrow Account is opened, the City and Contractor shall deliver to th
Escrow Agent a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper office1
on the date first set forth above.
I)
For City: Title
Name
Signature
Address
For Contractor: Title
Name
Signature
Address
For Escrow Agent: Title
Name
Signature
Address
(I)
CQ
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3.
RELEASE FORM
THIS FORM SHALL BE SUBMITTED WITH ALL PROGRESS PAYMENTS
NAME OF CONTRACTOR:
PROJECT DESCRIPTION:
PERIOD WORK PERFORMED:
The above-named Contractor hereby acknowledges payment in full for all compensatio
of whatever nature due the Contractor for all labor and materials furnished and for a
work performed on the above-referenced project for the period specified above with th
exception of contract retention amounts and disputed claims specifically shown below.
RETENTION AMOUNT FOR THIS PERIOD: $
a
DISPUTED CLAIMS
DESCRIPTION OF CLAIM AMOUNT CLAIMED
The Contractor further expressly waives and releases any claim the Contractor may havi
of whatever type or nature, for the period specified which is not shown as a retentic
amount of a disputed claim on this form. This release and waiver has been mac
voluntarily by Contractor without any fraud, duress or undue influence by any person (
entity.
Contractor further certifies, warrants, and represents that all bills for labor, materials, ar
work due Subcontractors for the specified period have been paid in full and that the partic
signing below on behalf of Contractor have express authority to execute this release.
DATED:
(I)
PRINT NAME OF CONTRACTOR
DESCRIBE ENTITY (Partnership,
Corporation, etc.)
By:
Title:
By:
Title:
11)
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SPECIAL, PROVISIONS
I. SUPPLEMENTARY GENERAL PROVISIONS
TO STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
I)
1-1 TERMS
To Section 1-1, add:
A. Reference to Drawings:
Where words "shown," "indicated," "detailed," "noted," "scheduled," or words of simili
import are used, it shall be understood that reference is made to the plans accompanyin
these provisions, unless stated otherwise.
B. Directions:
Where words "directed," "designated," "selected," or words of similar import are used,
shall be understood that the direction, designation or selection of the Engineer is intendet
unless stated otherwise. The word ''required" and words of similar import shall E
understood to mean "as required to properly complete the work as required and i
approved by the City Engineer," unless stated otherwise.
II) c- Equals and Approvals:
Where the words "equal," "approved equal," "equivalent," and such words of similar imp0
are used, it shall be understood such words are followed by the expression "in the opinia
of the Engineer," unless otherwise stated. Where the words ''approved,'' "approval
"acceptance," or words of similar import are used, it shall be understood that the approva
acceptance, or similar import of the Engineer is intended.
D. Perform and Provide:
The word "perform" shall be understood to mean that the Contractor, at her/his expensi
shall perform all operations) labor, tools and equipment, and further, including tk
furnishing and installing of materials that are indicated, specified or required to mean thi
the Contractor, at her/his expense, shall furnish and install the work, complete in place an
ready to use, including furnishing of necessary labor, materials, tools, equipment, an
transportation.
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1-2 DEFINITIONS
Modify Section 1-2 as follows:
Agency - the City of Carlsbad, California
Engineer - the Project Manager for the City of Carlsbad or his approved representative
24 CONTRACXBONDS
Delete the third sentence of the first paragraph having to do with a surety being listed i
the latest revision of U.S. Department of Treasury Circular 570.
Modify Paragraphs three and four to read:
The Contractor shall provide a faithful performance/warranty bond and payment bon
(labor and materials bond) for this contract. The faithful performance/warranty bond sha
be in the amount of 100 percent of the contract price and the payment bond shall be i
the amount of 50 percent of the contract price. Both bonds shall extend in full force an
effect and be retained by the city during the course of this project until they are release
according to the provisions of this section.
The faithful performance/warranty bond will be reduced to 25 percent of the origin:
amount 35 days after recordation of the Notice of Completion and will remain in full forc
and effect for the one year warranty period and until all warranty repairs are complete
to the satisfaction of the city engineer.
The payment bond shall be released six months plus 35 days after recordation of the Notic
of Completion if all claims have been paid.
Add the following:
All bonds are to be placed with insurers that have a rating in Best's Key Rating Guide (
at least A-:V and are authorized to conduct business in the state of California and are liste
in the official publication of the Department of Insurance of the State of California.
1c
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2-5 PLANS AND SPECIFICATIONS
To Section 2-5.1, General, add:
The specifications for the work include the Standard Specifications for Public Worl
Construction, (SSPWC), 1991 Edition, and the latest supplement, hereinafter designate
"SSPWC", as issued by the Southern California Chapter of the American Public Worl
Association, and as amended by the Special Provisions section of this contract.
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The Construction Plans consist of 21 sheets designated as City of Carlsbad Drawing Nc
U/M 93-6. The standard drawings utilized for this project are the latest edition of the &
Diego Area Regional Standard Drawins, hereinafter designated SDRS, as issued by the Sa
Diego County Department of Public Works, together with the City of Carlsbz
Supplemental Standard Drawings. Copies of pertinent standard drawings are enclosed wil
these documents.
To Section 2-5.3, Shop Drawings, add:
Where installation of work is required in accordance with the product manufacturer
direction, the Contractor shall obtain and distribute the necessary copies of su(
instruction, including two (2) copies to the City.
To Section 2-5, add:
2-5.4 Record Drawinns:
The Contractor shall provide and keep up-to-date a complete "as-built" record set I
transparent sepias, which shall be corrected daily and show every change from the origin
drawings and specifications and the exact "as-built" locations, sizes and kinds of equipmer
underground piping, valves, and all other work not visible at surface grade. Prints for th
purpose may be obtained from the City at cost. This set of drawings shall be kept on tl
job and shall be used only as a record set and shall be delivered to the Engineer upc
completion of the work.
rl)
3-5 DISPUTED WORK
11)
To Section 3-5, Disputed Work, add:
All claims by the contractor for $375,000 or less shall be resolved in accordance with tl
procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1
(commencing with Section 20104) which is set forth below:
ARTICLE 1.5. RESOLUTION OF CONSTRUCTION CLAIMS
5 20104. Application of article; inclusion of article in plans and specifications
(a) (1) This article applies to all public works claims of three hundred seventy4
thousand dollars ($375,000) or less which arise between a contractor and a local agenc
(2) This article shall not apply to any claims resulting from a contract between
contractor and a public agency when the public agency has elected to resolve any disput
pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2.
11)
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(b) (1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civi
Code, except that "public work" does not include any work or improvement contracted fo
by the state or the Regents of the University of California. I)
(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B
payment of money or damages arising from work done by or on behalf of the contract0
pursuant to the contract for a public work and payment of which is not otherwise express1
provided for or the claimant is not otherwise entitled to, or (C) an amount the paymen
of which is disputed by the local agency.
(c) The provisions of this article or a sumary thereof shall be set forth in the plans o
specifications for any work which may give rise to a claim under this article.
(d) This article applies only to contracts entered into on or after January 1, 1991.
5 20104.2. Claims; requirements
For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate th
claim. Claims must be filed on or before the date of final payment. Nothing in thi
subdivision is intended to extend the time limit or supersede notice requirements otherwis
provided by contract for the filing of claims.
(b) (1) For claims of less than fifty thousand dollars ($SO,OOO), the local agency sha
respond in writing to any written claim within 45 days of receipt of the claim, or ma
request, in writing, within 30 days of receipt of the claim, any additional documentatio
supporting the claim or relating to defenses or claims the local agency may have again:
the claimant.
(I)
(2) If additional information is thereafter required, it shall be requested and provide
pursuant to this subdivision, upon mutual agreement of the local agency and the claiman
(3) The local agency's written response to the claim, as further documented, shall b
submitted to the claimant within 15 days after receipt of the further documentation c
within a period of time no greater than that taken by the claimant in producing th
additional information, whichever is greater.
(c) (1) For claims of over fifty thousand dollars ($50,000) and less than or equal to thre
hundred seventy-five thousand dollars ($375,000), the local agency shall respond i
writing to all written claims within 60 days of receipt of the claim, or may request, i
writing, within 30 days of receipt of the claim, any additional documentation supportin
the claim or relating to defenses or claims the local agency may have against the claiman
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(2) If additional information is thereafter required, it shall be requested and provided
pursuant to this subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency’s written response to the claim, as further documented, shall be
submitted to the claimant within 30 days after receipt of the further documentation, o
within a period of time no greater than that taken by the claimant in producing thc
additional information or requested documentation, whichever is greater.
d)
(d) If the claimant disputes the local agency’s written response, or the local agency fail
to respond within the time prescribed, the claimant may so notify the local agency, ii
writing, either within 15 days of receipt of the local agency’s response or within 15 day
of the local agency’s failure to respond within the time prescribed, respectively, anc
demand an informal conference to meet and confer for settlement of the issues in dispute
Upon a demand, the local agency shall schedule a meet and confer conference within 31
days for settlement of the dispute.
(e) If following the meet and confer conference the claim or any portion remains fi
dispute, the claimant may file a claim pursuant to Chapter 1 (commencing with Sectioi
900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 o
the Government Code. For purposes of those provisions, the running of the period of timl
within which a claim must be filed shall be tolled from the time the claimant submits hi
or her written claim pursuant to subdivision (a) until the time the claim is denied
including any period of time utilized by the meet and confer conference.
5 20104.4. Procedures for civil actions filed to resolve claims
The following procedures are established for all civil actions filed to resolve claims subjec 11)
to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsiv
pleadings, the court shall submit the matter to non-binding mediation unless waived b
mutual stipulation of both parties. The mediation process shall provide for the selectio:
within 15 days by both parties of a disinterested third person as mediator, shall b
commenced within 30 days of the submittal, and shall be concluded within 15 days fror
the commencement of the mediation unless a time requirement is extended upon a goo1
cause showing to the court.
(b) (1) If the matter remains in dispute, the case shall be submitted to judicial arbitratio.
pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of th
Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civ
Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title ,
of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under thi
subdivision consistent with the rules pertaining to judicial arbitration.
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(2) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part :
of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced ii
construction law, and (B) any party appealing an arbitration award who does not obtai
a more favorable judgment shall, in addition to payment of costs and fees under tha
chapter, also pay the attorney’s fees on appeal of the other party.
5 20104.6.
arbitration award or judgment
e
Payment by local agency of undisputed portion of claim, interest on
(a) No local agency shall fail to pay money as to any portion of a claim which i
undisputed except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the leg;
rate on any arbitration award or judgment. The interest shall begin to accrue on the dat
the suit is filed in a court of law.
5 20104.8. Duration of article; application of article to contracts between Jan. 1,199
and Jan. 1,1994
(a) This article shall remain in effect only until January 1, 1994, and as of that date i
repealed, unless a later enacted statute, which is enacted before January 1, 1994, delete
or extends that date.
(b) As stated in subdivision (c) of Section 20104, any contract entered into betwee
January 1, 1991, and January 1, 1994, which is subject to this article shall incorporate thi
article. To that end, these contracts shall be subject to this article even if this article j
repealed pursuant to subdivision (a). a
4-1 MATERIALS AND WORKMANSHIP
To Section 4-1.3.1, Inspection Requirements, General, add:
All work shall be under the observation of the Engineer or his appointed representativf
The Engineer shall have free access to any or all parts of work at any time. Contractc
shall furnish Engineer with such information as may be necessary to keep her/him full
informed regarding progress and manner of work and character of materials. Inspectio
of work shall not relieve Contractor from any obligation to fulfill this Contract.
Modify Section 4-1.4, Test of Materials, as follows:
Except as specified in these Special Provisions, the Agency will bear the cost of testin
materials and/or workmanship where the results of such tests meet or exceed th
requirements indicated in the Standard Specifications and the Special Provisions. The co:
of all other tests shall be borne by the Contractors.
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At the option of the Engineer, the source of supply of each of he materials shall 1
approved by him before the delivery is started. All materials proposed for use may 1
inspected or tested at any time during their preparation and use. If, after trial, it is four
that sources of supply which have been approved do not furnish a uniform product, or
the product from any source proves unacceptable at any time, the Contractor shall furni:
approved material from other approved sources. After improper storage, handling or ai
other reason shall be rejected.
All backfill and subgrade shall be compacted in accordance with the notes on the plans a~
the SSPWC. Compaction tests may be made by the City and all costs for tests that me
or exceed the requirements of the specifications shall be borne by the City.
Said tests may be made at any place along the work as deemed necessary by the Engine(
The costs of any retests made necessary by noncompliance with the specifications shall '
borne by the Contractor.
Add the following section:
4-1.7 Nonconforming Work
The contractor shall remove and replace any work not conforming to the plans
specifications upon written order by the Engineer. Any cost caused by reason of tl
nonconforming work shall be borne by the Contractor.
@
a 5-1 LOCATION
Add the following:
The City of Carlsbad and affected utility companies have, by a search of known recorc
endeavored to locate and indicate on the Plans, all utilities which exist within the lim
of the work. However, the accuracy of completeness of the utilities indicated on the Pla
is not guaranteed.
54 RELOCATION
Add:
The temporary or permanent relocation or alteration of utilities, including sew
connection, desired by the Contractor for his/her own convenience shall be the Contractc
own responsibility, and he/she shall make all arrangements regarding such work at no c(
to the City. If delays occur due to utilities relocations which were not shown on the Plai
it will be solely the City's option to extend the completion date.
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@ In order to minimize delays to the Contractor caused by the failure of other parties t
relocate utilities which interfere with the construction, the Contractor, upon request to th
City, may be permitted to temporarily omit the portion of work affected by the utility. Th
portion thus omitted shall be constructed by the Contractor immediately following th
relocation of the utility involved unless otherwise directed by the City.
6-1 CONSI'RUCTEON SCHEDULE
Modify this section as follows:
A construction schedule is to be submitted by the Contractor per the following:
1. The prime contractor is required to prepare in advance and
submit at the time of the project preconstruction meeting a
detailed critical path method (CPM) project schedule. This
schedule is subject to the review and approval of the City.
2. The schedule shall show a complete sequence of
construction activities, identifying work for the complete
project in addition to work requiring separate stages, as well
as any other logically grouped activities. The schedule shall
indicate the early and late start, early and late finish, 50%
and 90% completion, and any other major construction
milestones, materials and equipment manufacture and
delivery, logic ties, float dates, and duration.
The prime contractor shall revise and resubmit for approval
the schedule as required by City when progress is not in
compliance with the original schedule. The prime
contractor shall submit revised project schedules with each
and every application for monthly progress payment
identifying changes since the previous version of the
schedule.
(I)
3.
4. The schedule shall indicate estimated percentage of
completion for each item of work at each and every
submission.
The failure of the prime contractor to submit, maintain, or
revise the aforementioned schedule (s) shall enable City, at
its sole election, to withhold up to 10% of the monthly
progress payment otherwise due and payable to the
contractor until the schedule has been submitted by the
prime contractor and approved by City as to completeness
and conformance with the aforementioned provisions.
5.
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No changes shall be made to the construction schedule without the prior written approvz
of the Engineer. Any progress payments made after the scheduled completion date sha!
not constitute a waiver of this paragraph or any damages.
Coordination with the respective utility company for removal or relocation of conflictin
utilities shall be requirements prior to commencement of work by the Contractor.
(I)
6-7 TIME OF COMPLETION
The Contractor shall begin work within 30 calendar days after receipt of the "Notice t
Proceed" and shall diligently prosecute the work to completion within 150 consecutive daj
after the date of the Notice to Proceed.
To Section 6-7.2, Working Day, add:
Hours of work - All work shall normally be performed between the hours of 7:OO a.m. an
sunset, from Mondays through Fridays. The contractor shall obtain the approval of th
Engineer if he/she desires to work outside the hours state herein.
Contractor may work during Saturdays and holidays only with the written permission (
the Engineer. This written permission must be obtained at least 48 hours prior to suc
work. The Contractor shall pay the inspection costs of such work.
6-8 COMPLETION AND ACCEPTANCE
Add the following:
All work shall be guaranteed for one (1) year after the filing of a "Notice of Completior
and any faulty work or materials discovered during the guarantee period shall be repaire
or replaced by the Contractor, at his expense. Twenty-five percent of the faithfi
performance bond shall be retained as a warranty bond for the one year warranty perioc
4)
6-9 LIQUIDATED DAMAGES
Modify this section as follows:
If the completion date is not met, the contractor will be assessed the sum of $250.00 pc
day for each day beyond the completion date as liquidated damages for. the delay. Ar
progress payments made after the specified completion date shall not constitute a waivc
of this paragraph or of any damages.
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7-3 LIABILITY INSURANCE
Add the following:
All insurance is to be placed with insurers that have a rating in Best’s Key Rating Guide c
at least A-:V and are authorized to conduct business in the state of California and are listec
in the official publication of the Department of Insurance of the State of California.
74 WORKERS COMPENSATION INSURANCE
Add the following:
All insurance is to be placed with insurers that are authorized to conduct business in th
state of California and are listed in the official publication of the Department of lnsuranc
of the State of California. Policies issued by the State Compensation Fund meet th
requirement for workers’ compensation insurance.
7-5 PERMITS
Modify the first sentence to read:
The agency will obtain, at no cost to the Contractor, all encroachment, right-of-wa]
grading, and building permits necessary to perform work for this contract on City propem
in streets, highways (except State highway right-of-way), railways or other rights-of-wa!
Add the following:
Contractor shall not begin work until all permits incidental to the work are obtained.
7-8 PROJECT AND SITE MANAGEMENT
To Section 7-8.1, Cleanup and Dust Control, add:
Cleanup and dust control shall be executed even on weekends and other non-working daj
at the City‘s request.
Add the following to Section 7-8:
7-8.8 Noise Control
All internal combustion engines used in the construction shall be equipped with mufflei
in good repair when in use on the project with special attention to City Noise Contrc
Ordinance No. 3109, Carlsbad Municipal Code, Chapter 8.48.
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7-10 PUBLIC CONVENIENCE AND SAFETY
Add the following to Section 7-10.4, Public Safety:
7-10.4.4 Safety and Protection of Workers and Public
The Contractor shall take all necessary precautions for the safety of employees on the wor
and shall comply with all applicable provisions of Federal, State and Municipal safety law
and building codes to prevent accidents or injury to persons on, about, or adjacent to th
premises where the work is being performed. He/she shall erect and properly maintain i
all time, as required by the conditions and progress of the work, all necessary safeguard
for the protection of workers and public, and shall use danger signs warning again
hazards created by such features of construction as protruding nails, hoists, well holes, an
falling materials.
11)
7-13 LAWS TO BE OBSERVED
Add the following:
Municipal ordinances which affect this work include Chapter 11.06. Excavation an
Grading.
If this notice specifies locations or possible materials, such as borrow pits or gravel bed
for use in the proposed construction project which would be subject to Section 1601 (
Section 1603 of the Fish and Game Code, such conditions or modifications establish€
pursuant to Section 1601 of the Fish and Game Code shall become conditions of tk
contract.
8 FACILITIES FOR AGENCY PERSONNEL
Delete this section.
8
9-3 PAYMENT
Modify Section 9-3.2, Partial and Final Payment, as follows:
Delete the second sentence of the third paragraph having to do with reductions in amou!
of retention.
10 SURVEYING
Contractor shall employ a licensed land surveyor or registered civil engineer to perfor
necessary surveying for this project. Requirements of the Contractor pertaining to this ite
are set forth in Section 2-9.5 of the SSPWC. Contractor shall include cost of surveyir
service within appropriate items of proposal. No separate payment will be made.
a
2/25
@
4
Survey stakes shall be set and stationed by the Contractor's surveyor for curbs at 5(
intervals (25' intervals for curves), curb returns at BCR, 1/4, 1/2,3/4, and ECR, header:
sewers, storm drains, and structures (4 comers min.). Rough grade as required to satisf
cut of fill to finished grade (or flowline) as indicated on a grade sheet.
Contractor shall transfer grade hubs for construction and inspection purposes to crown lin
base grade of streets as required by Engineer.
Contractor shall protect in place or replace all obliterated survey monuments as per Sectia
8771 of the Business and Professional Code.
Contractor shall provide Engineer with 2 copies of survey cut sheets prior to commencir
construction of surveyed item.
11 WATER FOR CONSTRUCTION
The Contractor shall obtain a construction meter for water utilized during the constructic
under this contract. The Contractor shall contact the appropriate water agency fc
requirements. The contractor shall include the cost of water and meter rental with
appropriate items of the proposal. No separate payment will be made.
a
e
8
2/25
60
L)A - 11. CONSTRUCTION SPECIFICATIONS INDEX TO SPECIFICATIONS
CITY OF CARLSBAD FIRE STATION # 1
Carlsbad, California 92008
A)
DIVISION 1 GENERAL REQUIREMENTS
01 01 0 Summary of the Work
01 200 Schedules and Reports
01 300 Submittal s 01 400 Quality Control
01 41 0 Testing Laboratory Services
01 600 Substitutions
01 700 Cleaning and Cleanzp
01 71 0 Project C1 oseout
DIVISION 2 SITE WORK
02050 Demo1 it i on
DIVISION 3 CONCRETE
03300 Cast in Place Concrete a
4 DIVISION 4
04220 Concrete Unit Masonry
DIVISION 6 CARPENTRY
061 00 Rough Carpentry 0601 0 Lumber
06200 Finish Carpentry
06400 Architectural Woodwork 06600 Plastic Laminate Surfaces
DIVISION 7 MOISTURE PROTECTION
Building Insulation
Flashing & Sheet Metal Sealant & Calking
0721 0
07600 07920
0
7"
DIVISION 8 DOORS, WINDOWS, GLASS
081 00 Metal Door Frames
0821 1 Flush Wood Doors 0821 3 Plastic Face Wood Doors 08300 Sectional Apparatus Room Doors 08700 Finish Hardware
08800 Aluminum Windows, Glass, Glazin!
DIVISION 9 FINISHES
09200 Cement Plaster 09250 Gypsum Wallboard System 0931 0 Ceramic Tile 0951 0 Acoustical Ceiling
09680 Carpet
09900 Painting
DIVISION 10 SPECIALTIES
101 50 Plastic Laminate-Toilet Compartn
10800 Toilet and Bath Accessories
DIVISION 11 EQUIPMENT
11 400 Food Service Equipment
DIVISION 15 MECHANICAL
15400 Plumbing 15600 Heating, Ventilating, & Air Conditioning
DIVISION 16 ELECTRICAL
16400 Electrical
4'
FIRESTATION f 1 CARLSBAD, CALIFORNIA
(# SECTTON 01010- SUMMARY OF WORK
PART 1 - GENERAL
1.1 The work accomplished under this COI ract will be for the remodeling of
CITY OF CARLSBAD FIRE STATION k 1
located at:
2275 Carlsbad Village Drive Carlsbad, California 9206 8
PART 2 - GENERAL DESCFUPTTON OF WORK
2.1 Complete remodeling of an existing wood-framed building including heatir
ventilation and air conditioning, plumbing, electrical, interior and exteri
finish, including roof penetrations. WORK SHALL BE DIVIDED INTO- THREE PHASES (see plans)
The work under this contract includes the furnishing of all labor, materia
services and transportation except as specifically excluded, which is requir
for the completion of the project in accordance with the constructic
dOCwftents. See 'PHASING OF WORK' at section 1200-1
2.2
PART 3 - OCCUPATION& SAFETY AND HEALTH ACT REQUIREMENTS 8
I
3.1 During the entire construction period, it shall be the responsibility of tl
contractor to maintain conditions at the job site so as to meet in all respec
the requirements of the Occupational Safety and Health Act, OSHA. TI
provision shall cover the contractor's employees and all other perso
working on or visiting the site. To this end the contractor shall infor
himself and his representatives of OSHA standards.
PART 4 - WOM EXCLUSIONS
4.1 The following tern shall be construed to mean that construction work 1
materials are not to be furnished by the contractor:
A.
B. "Furnished by Others"
"N.I.C." Not Included this Contract
1 C. 'Work by Others"
4.2 Certain exclusions shall require the coordination and preparation by ti
contractor but are NOT INCLUDED IN THIS CONTRACT. They are :
follows: rl)
SUMMARY OF WORK 01 01 0-1
_. .------_y
FIRESTATION # 1 CARCSBAD, CALIFORNIA
-- __ . __ -
SECTION 06100 - ROUGH CARPENTRY
A. Rough-Framing with plywood wall sheathing at Equipment Closet # 106 shall be done, out of phase, by the Owner.
SECTION 11400 - FOOD SERVICE EQUIPUENT
A. Kitchen Range/Ove B. Range Exhaust Hood (ducting by HVAC Contractor) C. Refrigerator D. Freezer (under-counter) E. Microwave Oven (see extra-deep wall cabinet per plans)
F. Dishwasher
G. In-sink Garbage Disposal
SECTION 16400 - COMHUNICATION EQUIPUENT
A. All equipment and installation shall be provided by a separate Contractor; not in this contract.
4.3 The aforementioned exclusions are listed to aid the Conrractor in the scheduling and to insure the Contractor's responsibility in the coordination
of his work relative to those exclusions.
PART 5 - ADDENDA AND CHANGE ORDERS
5.1 General: Work shall be accomplished in accordance with the contract
documents. Changes in the contract documents will be made by addenda or
change order.
Addenda: Changes or alterations of the approved documents prior to the
issuance of a construction contract and will have the approval of the project
manager and/or the owner. .
Change Orders: Changes or alterations of the approved documents after a
contract for the work has been let and will have the approval of the project
manager and/or the owner. Change orders will be initiated by and contain
the following:
5.2
5.3
SUMMARY OF WORK
01 01 0-2
51
CARLSBAD, CALIFORNIA FIRESTATION # 1
A. Change orders shall state the reason for the change and shall sho
the addition or deduction from the contract price.
B. To prevent undue delay, changes may be made by verbal (
written approval by the project manager and/or the owner and shz
be confirmed by the issuance of an approved change order.
C. Emergency changes to the work relating to the health or safety I
persons at the construction site may be made immediately. The changes shall bqdocumented and shall be followed by any necessai
modifications and subsequent approved change orders.
4D
END OF SECTION
clc
I
d)
SUMMARY OF WORK 01 01 0-3
52
CARLSBAD, CALIFORNIA FIRESTATION f 1 -
SECTION 01200 - SCHEDULES AND REPORTS
PART 1 - GENERAL
The General Provisions of Division 1 are a part of and apply to this sectic -
PmT 2 - SCOPE
The purpose of this section is to prepare and submit schedules and repc
indicating the estimated construction schedule and the updating of thl
reports as work progresses as required by the owner.
PART 3 - CONSTEIUGIION SCHEDULE
3.1 Immediately upon the award of the contract, a meeting will be held betwt
the Contractor, the Owner and Owner's representatives to determine
phasing of the construction work to minimize the "down" time of the faci
and to determine how to maintain a minimal office operation of the E
Station during the remodeling process.
The Contractor shall furnish a construction schedule indicating start :
completion dates of all the predetermined phases and shall continu;
update the schedule reflecting the effect of change orders on ot
undeterminal causes.
3.2
,
3-3 All contractors and sub-contractors shall be responsi for understanding the Phases of the Uork- The work * is divided into three (3) phases. Each phase shall be * completed in toto (including 'punch-list'corrections) * before work on the next phase s6all commence.
* Insofar as is possible, electrical power to communica and tnergency equipment shall be maintained at all til
*
- -- _-
1% -11 1 \SC+ED~~ES AND REPORTS
01 200-1
5:
CARLSBAD, CALIFORNIA FIRESTATION f 1
e SECITON 01300 - SUBMmAIS
PART 1 - GENERAL
4
1.1 GENERAL CONDITIONS
The General Provisions and Division 1 are a part of and apply to this sectio~
PART 2 - SCOPE
Includes the preparation and submission of samples and shop drawings i
specified herein and in the various sections of these specifications.
PART 3 - SAMPLES
Submit all samples to the Owner for approval before purchasing, fabricatinj
applying or installing such materials and finishes. Affected finished wor
shall not be commenced until the owner has given written approval for th
samples.
PART 4 - SHOP DRAWTNGS 8 4.1 The term "shop drawings" as used herein includes fabrication, erection an
installation, layout and setting drawings, manufacturer's standard drawing:
wiring and control diagram. AI1 other drawings 'and descriptive dat
pertaining to materials, equipment, piping, duct and conduit systems. A
used herein, the term "manufactured" applies to standard units usually mas:
produced and "fabricated" means specifically assembled or made out c
selected materials to meet individual design requirements.
The Contractor shall check all field measurements and shall submit fc
approval all shop or setting drawings and schedules required for the work c
the various trades.
Shop drawings shall establish the actual detail of all manufactured o
fabricated items, indicate proper relation of adjoining work, amplify desig
details of mechanical and electrical equipment in proper relation to physics
spaces in the structure. Shop drawings shall be drawn to scale and shall b
completely dimensioned.
4.2
4.3
END OF SECTION
(I)
It ,. , SUBMITTALS
01 300-1
3Y
CARLSBAD, CALIFORNIA FIRESTATION f 1
SECIION 01400 OUALITr' CONTROL
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The General Provisions and Division 1 are a part of and apply to this section
PART 2 - TESTS AND INSPECTIONS
2.1 MATERLALS TESTS AND CERTIFICATION
2-1.1 Any and all materials supplied by the Contractor shall conform to the
materials as called for in each section of these specifications and where
required by the applicable codes or standards shall be tested and labeled or
stamped as such by the manufacturer.
AU materials shall be furnished by manufacturers who are currently engaged
in the manufacture of said materials and shall be of the latest catalogued
design and production versions of those products.
Any materials which are not clearly called out in the following specifications that the Contractor must furnish to continue his work shall first be approved
by the Owner and/or his representative and shall be of at least "specification
grade" quality to be considered for approval.
2.1.2
2-1 -3
I
2.2 INSPECTION BY THE OWNER
2.2.1 The owner and his representatives shall at all times have access, for the
purpose of inspection, to all parrs of the work and to the shops where the
work is in preparation, and the Contractor shall at all times maintain and
provide for safe access for such inspection.
The Owner shall have the right to reject materials and workmanship which
are defective, or to require their correction. Rejected workmanship shall be
satisfactorily coxrected and rejected materials shall be removed from the
premises without charge to the Owner. If the Contractor does not correct
such rejected work within a reasonable time, fixed by written notice, the
Owner may correct same and charge the expense to the Contractor.
2.2-2
QUALITY CONTROL
01 400-1
CARLSBAD, CALIFORNIA FIRESTATION f 1
@ 2.2.3 The work of construction in all stages of progress shall be subject to
personal periodic observation of the inspector. He shall have free acces:
any or all parts of the work at any time. Inspection of the work shall
relieve the Contractor from any obligation to Nfill his contract. *
inspector and/or Owner shall have the authority to stop the work when€
the provisions of the contract documents are nor being complied with q
the Contractor shall instruct his employees accordingly.
No work which requires a modification of the contract documents shal
performed without obtaining a written change order.
2.2.4
END OF SECTION
4B
-
e
QUALITY CONTROL
01 400-2
_- 3b
FIRESTATION # 1 CARLSBAD, CALIFORNIA
__--
SECTION 01410 - TESTlNG LABOMTORY SERWCES
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The General Provisions, Special Provisions and Division 1 are a part of th
section and the Contract for this work and apply to this section as fully E
if repeated herein.
PART 2 - TESTS AND INSPECTIONS
2.1.1 Tests: The Owner shall select .an independent testing laboratory to conduc
the tests. Selection of the material required to be tested shall be by thc
laboratory or the Owner's Representative and not by the Contractor.
The Contractor shall notify the Owneis Representative a sufficient time ir
advance of the manufacture of material to be supplied by him under thc
Contract Documents, which must by terms of the Contract be tested in orde
that the Owner may arrange for the testing of same at the source of suppiy
Any material shipped by the Contractor from the source of supply prior tc
having satisfactorily passed such testing and inspection or prior to the receip
of notice from said representatives that such testing and inspection will no
be required shall not be incorporated in the job.
The Owner will select and pay testing laboratory costs for all tests and
inspections.
Test Reports: One copy of all test reports shall be forwarded to the Architect
and to the City by the testing agency. Such reports shall include all tests
made, regardless of whether such tests indicate that the material is
satisfactory or unsatisfactory. Samples taken but not tested shall also be
reported. Records of special sampling operations as required shall also be
reported. The reports shall show that the material or materials were sampled
and tested in accordance with the requirements of the approved
specifications. Test reports shall show the specified design strength. They
also shall state definitely whether or not the material or materials tested
comply with requirements.
2-1-2
2.1.3
2.1.4
2.2
2.3 . Verification of Test Reports: Each testing agency shall submit to the
Architect and to the City verified report, in duplicate, covering all the tests
which were required to be made by that agency during the progress of the
TESTING LABORATORY SERVICES
01 41 0-1
5;
CARLSBAD, CALIFORNIA FIRESTATION # 1
project. Such report shall be furnished each time that work on the projec
is suspended, covering the tests up to that time, and at the completion of thc
project, covering all tests.
4lD
PART 3 - INSPECTION BY THE OWNER
3.1 The Owner and his representatives shall at all times have access, for tht
purpose of inspection, to all parts of the work and to the shops wherein thc
work is in preparation, and the Contractor shall at all times maintain propel
facilities and provide safe access for such inspection.
The Owner shall have the right to reject materials and workmanship which
are defective, or to require their correction. Rejected workmanship shall be
satisfactorily corrected and rejected materials shall be removed from the
premises without charge to the Owner. If the Contractor does not correct
such rejected work within a reasonable time, fixed by written notice, the
Owner may correct same and charge the expense to the Contractor.
Should it be considered necessary or advisable by the Owner at any time
before final acceptance of the entire work to make an examination of work
already completed by removing or tearing out the same, the Contractor shall
on request promptly furnish all necessary facilities, labor and materials. If
such work is found to be defective in any respect due to fault of the
Contractor or his subcontractor, he shall defray all expenses of such
examinations'and of satisfactory reconstruction. If, however, such work is
found to meet the requirement of the Contract, the additional cost of labor
and material necessarily involved in the examination and replacement shall
be allowed the Contractor.
The work of construction in all stages of progress shall be subject to the
personal periodic observation of the Inspector. He shall have free access to
any or all parts of the work at any time. The Contractor shall furnish the
Inspector reasonable facilities for obtaining such information as may be
necessary to keep him fully informed respecting the progress and manner of
the work and the character of the materials. Inspection of the work shall not
relieve the Contractor from any obligation to fulfill this Contract. The
inspector and/or Architect shall have authority to stop the work whenever
the provisions of the Contact Documents are not being complied with and the
Contractor shall instruct his employees accordingly.
No work which requires a modification of the Contract Documents shail be
performed without obtaining a written change order.
3.2
3.3
0
4.1
4.2
END OF SECTION a
TESTING LAGORATORY SERVICES
01410-2
JO
CARLSBAD, CALL. fJRNIA __ FIRESTATION f 1
SECTION 01600 - SUB-ONS
PART 1 - GENERAL
1.1 GENEML CONDITIONS
The General Provisions and Division 1 are a part of and apply to this section
PART 2 - REOUlREMENTS AND SUBSTITUTTON SUBMITTAL
2.1 REQUIREMENTS
2.1.1 Whenever in the specifications any material, article or process is indicated o
specified by trade, patent or proprietary name of manufacture, sucl
specification for material, artide or process, unless marked "No Substitution",
shall be deemed to be followed by the words, "or equal" as approved k
writing by the Owner and his representatives.
Where more than one proprietary name is specified, the Contractor may
provide any one of the materials or equipment specified. Only one brand,
'kind or make of material or equipment shall be used for each specific
purpose throughout the work.
2.1.2
2.2 SUBMIITAL
2.2.1 The Contractor shall submit a written request for proposed substitutions tc
the Owner not later than 15 days after date of "Notice to Proceed". Proposed
substitutions relating to a particular subcontract or trade shall be submitted
at one time on the Contnctois letterhead, listing proposed items for
indicated or specified items, and stating amounts for all variations in costs.
if the Owner approves any proposed substitution, such approval will be set
forth in a change order.
Where the Contractor proposes to use a system-of equipment other than that
specified or detailed on the drawings the substitution shall be proposed as a
complete system.
The Contractor shall submit with his request for a proposed sribstitution all
data substantiating his request certifymg that the proposed substitution is
equal to or better in-all respects to that which is specified.
2.2.2
2-2.3
END OF SECTION
SUBTITUTIONS
01 630-1
5
FIRESTATION # 'I CARLSBAD, CALIFORNIA -
@ SECTTON 01700 - CLEANING AND CLEANUP
PART 1 - GENERAL
1.1 The General Provisions and Division 1 are a part of and apply to this sectic
PART 2 - SCOPE
2.1 The work includes the furnishing of all labor, materials, equipment i
services to provide cleanup during construction and final cleaning of
building prior to acceptance by the Owner, including waxing and polish
as specified herein and in other sections when specified.
PART 3 - CLEANUP DURING CONSTRUCTION
3.1 It is required that the entire site be kept in a neat and orderly condition E
the Owner may, at any time during construction, order a general cleanup
the site as a part of the work under this section.
Dispose of waste, trash and debris in a safe, acceptable manner,
accordance with applicable laws and ordinances and as prescribed
authorities having jurisdiction. Bury no waste material and debris on
site. Burning of trash and debris on the site will not be permitted.
Location of dump for trash and debris and length oflhaul is the Contract(
responsibility.
3.2
0
3-3
PART 4 - FINAL CLEANUP
4.1 Prior to frnal inspection by the Owner and after ail construction wor€
essentially complete, thoroughly clean the building. Items to be clear
indude, but are not limited to, all glass, plastic, doors, opening frar
grilles, trim, exposed non-ferrous metal surfaces, floor covering, light fixtu
and plates, plumbing fixtures and trim and all finish surfaces throughout
construction. Remove all ink trademarks from laminated plastic surfac
Vacuum clean the building and remove all spots, smears, dust, debris, h:
prints and defacements of every sort, including those of vandals. Follow
recommendations of the manufacturer of the materials and items to
cleaned for all cleaning, polishing and treatment such as waxing.
**
CLEANING AND CLEAN-UP
01 700-1
uu
CARLSBAD, CALIFORNIA FIRESTATION f 1
4.2 Also prior to final inspection, thoroughly clean the entire site and put it intc
a neat acceptable condition. Hose down and scrub all new and existin8 concrete and asphalt pavement and walks. ThoroughIy remove mortar anc
stucco droppings from concrete walks and other pavements where thej
occur.
END OF'SECTION
CLEANING AND CLEAN-UP
01 700-2
-
t
FIRESTATION f 1 CARLSBAD, CALIFORNIA
I-
@ SECI'ION 01710 PROJECT CLOSEOUT (TO BE DONE BY PHASE)
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The General Provisions and Division 1 are a part of and shall apply to tl
section.
PART 2 - SCOPE
2.1 The work includes performing all operations necessary for and proper
incidental to closing out the project and assisting in the Owneis fi~
inspection as hereinafter specified.
PART 3 - REOUlREMENTS FOR FINAL INSPECTION
3.1
3.2
3.3
All temporary facilities and dumpsters shall be removed from the site.
The building and site shall be thoroughly cleaned as specified in 01700.
All plumbing and mechanical equipment shall operate qu- ;etly and free fro
vibration. Properly adjust, repair, balance or replace any equipme
producing objectionable noise or vibration in any of the occupied areas of tl
building. All systems shall operate without humming, surging, or rap
cycling.
All operating instructions for equipment shall be properly posted.
Record (as-built) drawings shall be completed, signed and submitted to [I
Owner.
The material and equipment maintenance instructions, as specified in tl
body of the specifications, shall be submitted to the Owner.
All guarantees and warranties shall be submitted to the Owner as specific
in the General Conditions.
8
3.4
3-5
3.6
3.7
PART 4 - FINAL INSPECTION
4.1 Mer all the requirements for the final inspection have been completed, tl
Contractor shall notify the Owner to perform the final inspection. Notic
shall be given at least three (3) days in advance of the time the fin
inspection is to be performed. I)
PROJECT CLOSEOUT
01 71 0-1
DL
FIRESTATION # 1 CARLSBAD, CALIFORNIA
__
4.2 The Contractor or his authorized representative shall accompany the Owner
on the final inspection tour as well as any principal subcontractors that the
Owner may request to be present.
If the work has been completed in accordance with the contract documents
and no further corrective measures are required, the Owner will accept the
project and will file for the Notice of Completion.
If the work has been substantially completed in accordance with the contract
documents and only minor corrective measures are required, the Owner will
prepare a punch list of work to be corrected:" Upon completion of the
corrections on said punch list, the Owner shall file for the Notice of
Compietion.
Upon acceptance of the project by the Owner, Contractor shall submit his
request for final and acceptance payment. Final payment will not be made
by the Owner until thirty-five (35) days after filing for the Notice of
Completion.
4.3
4.4
4s
PART 6 - GUARANTEE
6.1 Contractor shall guarantee work in contract against faulty workmanship and
materials for a period of one year (except where a longer period of guarantee
is specified under certain divisions) from date of filing Notice of Completion.
- END OF SECTION
PROJECT CLOSEOUT * 7 I !' ;a 01 71 0-2
6
CARLSBAD, CALIFORNIA FIRESTATION f 1
-
\ e SECTION 02050 - DEMOLlTlON
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The General Provisions and Division 1 are a part of, and apply to the secti
1.2 SCOPE
The work under this section includes all work necessary to prepare
existing structure for the alternations to follow as indicated on the drawir
and the following sections of these specifications.
1.3 WORK INCLUDED
1.3.1 The work of this section includes the demolition of existing walls, cabinc
floor coverings, and the removal of fixtures and appliances as indicated 1
the approved drawings.
The layout, saw cutting, and removal of the existing concrete floor slab f
the replacement and addition of new sewer lines.
The layout,. saw cutting, and the removal of the existing masonry wall
create a new door opening per approved plans. ( two 1 o c a t i o n s )
1.3.2
1.3.3 clr
PART 2 - PRODUCTS (NOT USED THIS SECXON)
PART 3 - EXECUTION
3.1 GENERAL, REQUrIlEMENTS
3.1.1 Due to the lack of 0 r i g - drawings and the age of the existing structure a
demolition shall be accomplished under the supervision of the Contractor t
minimize damage, and maintain the structural integrity of the building. TI
Contractor shall be responsible for repairing or replacing all work damage
' by these operations.
3.1.2 All concrete sawing shall be performed with adequate water control t
minimize water damage.
rl,
DEMOLITION 02050-1
O*
FIRESTATION # 1 CARLSBAD, CALIFORNIA
_.
3.1.3 All sub-surface obstructions that interfere with the new modifications oi
alterations shall be removed, if the removal presents a violation of code 01
health and safety problems they shall be immediately brought to thc
attention of the Project Manager or the owner before proceeding.
3.2 DISPOSJTION OF MA"S
36.1 All removed material resulting from the work of this section is the propeg
of the Contractor and shall be promptly removed to a legal disposal area, anj
and all fixtures to be retained by the owner shall be tagged or removed prioi to demolition. * --
Stockpiling of removed materials on the Project Site will not be permitted
without written approval of the owner or the Project Manager.
3.2.2
END OF SECTION
-
-
DEMOLITION
02050-2
* ' , ,'I .-
65 FIRESTATION # 1 CARLSBAD, CALIFORNIA
c)
~. - SECTION 03300
CONCRETE
PART 1 GENERAL
1-01 WORK INCLUDED
A. Formwork, shoring, bracing, and anchorage.
8. Concrete reinforcement and accessories.
C. Cast-in-place concrete.
1 .02 REFERENCES
A. ACI 301 - Specifications of Structural Concrete for
B. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete
Buildings.
Reinforcement.
rl) Reinforcement. C. ASTM A615 - Deformed and Plain Billet-Steel for Concrete
. D: ASTM*C33 - Concrete Aggregates. I
E. ASTM C94 - Ready-Mixed Concrete.
F. ASTM C150 - Portland Cement.
G. ASTM C260 - Air Entraining Admixtures for Concrete.
H. ASTM D2103 - Polyethylene Film and Sheeting.
1-03 QUALITY ASSURANCE
A. Perform work in accordance with ACI 301.
1.04 REGULATORY REQUIREMENTS
A. Conform to applicable codes of agencies having jurisdiction.
1.05 TESTS ( AT OWNER'S OPTION)
A. Testing and analysis of c-mcrete will be performed under provisions of Section 01410. . 0
CONCRETE 03300-1
VU FIRESTATION f 1 CARLSBAD, CALIFORNIA
B. Submit proposed mix design of each class of concrete to
appointed firm for review prior to commencement of work.
air entrainment tests in accordance with ACI 301; at Owner's request.
C. Testing firm will take cylinders and perform slump and
PART 2 PRODUCTS
2.01 FORM' MATERIALS
A. Conform to ACI 301.
2.02 REINFORCING STEEL
A. Reinforcing Steel: ASTM a615, billet steel deformed bars;
uncoated finish.
B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185;
in flat sheets; uncoated finish; as indicated on the Drawings.
2.03 CONCRETE MATERIALS
A. Cement; ASTM C150, normal - Type 1 Portland
B. Fine and Coarse Aggregates; ASTM C33.
C. Water: Clean and not detrimental to concrete.
2.04 ADMIXTURES
A. Air Entrainment Admixture: ASTM C260.
2.05 ACCESSORIES
A. Vapor Barrier: 6 mil polyvinyl chloride membrane.
B. Non-Shrink Grout: Premixed compound with non-metallic
aggregate, cement, water reducing and plasticizing agents; capable of minimum compressive strength of 3000 psi.
C. Construction Joints: As indicated on the Drawings.
0. Expansion Joints: As indicated on the Drawings.
2.06 CURING MATERIALS
A. Water, clean and drinkable; or paper cure.
2.07 CONCRETE MIX
A. Mix concrete in accordance with ASTM C94.
CONCRETE
03 30'0-2
6;
FIRESTATION # 1 CARLSBAD, CALIFORNIA
8. Foundation Concrete:
8
1. Compressive Strength
2. Compressive Strength
3. Slump: 4 inch
(7 days): 1200 psi
(28 days) 2000 psi unless noted otherwise
PART 3 EXECUTION
3.01 FORMWORK ERECTION
A. Verify lines, levels, and measurement before proceeding with formwork.
B. Hand trim sides and bottom of earth forms; remove loose dirt.
-C. Align form joints.
D. Do no apply form release agent where concrete surfaces receive special finishes or applied coatings which may b affected-by agent.
E. Coordinate work of other Sections in forming and setting
openings, s.lots, recesses, chases,sleeves, bolts, anchors, and other inserts.
4)
3.02 REINFORCEMENT
A. Place, support, and secure reinforcement against di spl acement.
3.03 PLACING CONCRETE
A. Notify Architect/Engineer minimum 24 hours prior to
commencement of concreting operations.
B. Install vapor barrier ucder interior floor slabs on fill
Lap joints minimum 6 inches and seal. Place one inch of and over vapor barrier. Do not disturb vapor barrier
while placing reinforcement.
3.04 BACKFILLING TRENCHES
4. Clean backfill shall be compacted progressively by manua
and mechanical means to meet a minimum of 90 Proctor Den
1 4) END OF SECTION
CONCRETE
03300-3
00
FIRESTATION f 1 CARLSBAD, CALIFORNIA
SECTION 04220
CONCRETE UNIT MASONRY
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide concrete unit nasonry where shown on the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are
completely familiar with the specified requirements and the
methods needed for proper performance of the work of this Section.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01340.
B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
2. Manufacturer's specifications and other data needed to this Section;
prove compliance with the specified requirements.
CONCRETE UNIT MAS.ONRY
04220-1
t
CARLSBAD, CALIFORNIA FIRESTATION f 1
0
-
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640,
B. Store masonry units above ground on level platforms which
C. Cover and protect against wetting prior to use.
allow air circulation under the stacked units.
PART 2 - PRODUCTS
2.1 CONCRETE MASONRY UNITS
A. Provide lightweight hollow load-bearing concrete masonry
units complying with ASTM C90 TO HATCH EXISTING,
B. Dimensions: 1. Provide units of the dimensions shown on the Drawings. 2. Where dimensions are not shown on the Drawings, pro- vide units having nominal face dimensions of 16" long
by 6" high by the depth shown or otherwise required.
C. Provide accessory shapes as indicated or otherwise re-
quired.
rl)
2-2 REINFORCEMENT AND ACCESSORIES
A. Comply with the following as minimums. 1. Bars: ASTM A615, grade 40, unless otherwise shown on
the Drawings, using deformed bars for number 3 and
larger.
2. Bending: ACI 318.
3. Wire reinforcement: ASTM A82.
B. Fabricate reinforcement in accordance with recommendations contained in CRSI "Manual of Standard Practices."
2.3 MORTAR
A. Ingredients: 1. Portland cement: Comply with ASTM C150, type 1.
2. Lime:
a. Provide hydrated lime complying with ASTM C207, or
b. When quicklime is used, slake and then screen quicklime complying with ASTM C5.
through a 16 mesh sieve. After slaking and
CONCRETE UNIT MASONRY
*I 04220-2 0
70
FIRESTATION # 1 CARLSBAD, CALIFORNIA
screening, but before using, store and protect for
not less than ten days.
3. Aggregate: Provide clean, sharp, well graded aggregate
free from injurious amounts of dust, lumps, shale, al-
kali, surface coatings, and organic matter, and comply-
ing with ASTM C144.
approved in advance by the Architect.
acids, alkalis, and organic materials.
4. Admixtures: Do not use admixtures unless specifically
5. Water: Provide water free from deleterious amounts of
B. Mixing:
the Drawings or otherwise directed by the Architect,
and in accordance with ASTM C270.
a. For type "M" mortar, provide one part portland ce-
1. Provide mortar type I'M" or type "S", as designated on
2. Proportions :
ment to 1/4 part hydrated lime and 3-3/4 parts sand by volume.
ment to 1/2 part hydrated lime and 4-1/2 parts sand
by volume.
5. For type "S" mortar, provide one part portland ce-
3. Mec.:,anically mix in a batch mixer for not less than
three minutes, using only sufficient water to produce a
mortar which is spreadable and of a workable consistency.
4. Retemper mortar with water as required to maintain high
plasticity.
a. On mortar boards, retemper only by adding water within a basin formed with mortar, and by working
the mortar into the water.
1-1/2 hours following initial mixing.'
b. Discard and do not use mortar which is unused after
2.4 GROUT
A. Ingredients:
1. Portland cement: Comply with ASTM C150, type I. 2. Aggregate: Provide clean, sharp, well graded aggregate free from injurious amounts of dust, lumps, shale, al-
kali, surface coatings, and organic matter.
3. Admixtures: Do not use admixtures unless specifically approved in advance by the Architect. 4. Water: Provide water free from injurious amounts of acids, alkalis, and organic materials.
B. Mixing:
1. Provide "fine grout" or "coarse grout" as designated on the Drawings or otherwise directed by the Architect, and in accordance with ASTM C476. 2. When the minimum grout compressive st.rength is required
to be more than 2000 psi, provide laboratory design mix
CONCRETE UNIT MASONRY
04220-3 .
71
FIRESTATION # 1 CARLSBAD, CALIFORNIA
prepared as required for design mixes of concrete under
Section 03300 of these Specifications.
a. For "fine grout," provide one part portland cement to 2-1/4 parts minimum to 3 parts maximum of damp loose sand, with sufficient water to achieve fluid consistency.
to 3 parts maximum of damp loose sand to two parts
coarse aggregate, with sufficient water to achieve
fluid consistency.
4. "Fluid consistency" is interpreted as meaning as fluid
as possible for pouring intimately in place without
segregation.
3. Proportions :
fl)
b. For "coarse grout," provide one part portland cement
C. Use "fine grout" where called for on the Drawings, where
the grout space is less than 3" in its least dimension, and where otherwise directed by the Architect or required by
governmental agencies having jurisdiction.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. 'Examine the areas and conditions under which work of this
Do not pro-
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work.
ceed until unsatisfactory conditions are corrected.
3.2 ENVIRONMENTAL CONDITIONS
e
A. Do not place masonry units when air temperature is below
40 degrees F.
B. Protect masonry construction from direct exposure to wind
and sun when erected in ambient air temperature of 99 de-
grees F in the shade, with relative humidity less than 50%.
3.3 INS TALLAT I ON
A. General 1. Do not commence installation of the work of this Sec-
tion until horizontal and vertical alignment of founda-
tion is within 1" of plumb and the lines shown on the Drawings.
2. Lay only dry masonry units.
3. Use masonry saws to cut and fit masonry units.
4. Set units plumb, true to line, and with level courses
5. Clean the top surface of foundation free from dirt, de-
accurately spaced.
bris, and laitance, and expose the aggregate prior to
start of installing first course.
CONCRETE UNIT MASONRY
04220-4 4lD
IL
FIRESTATION # 1 CARLSBAD, CALIFORNIA
6. Accurately fit the units to plumbing, ducts, openings,
7. Keep the walls continually clean, preventing grout and
and other interfaces, neatly patching all holes.
mortar stains. If grout does run over, clean immediately.
B. Unless otherwise shown on the Drawings, provide running
bond with vertical joints located at center of masonry
units in the alternate course below.
C. Do not use chipped or broken units. If such units are dis-
covered in the finished wall, the Architect may require
their immediate removal and replacement with new units at
no additional cost to the Owner.
D. Laying up:
1. Place units in mortar with full shoved bed and head
2.
3. Hold racking to an absolute minimum.
4. Provide cleanouts at the bottom of each cell of hollow units for removing mortar droppings. Do not close the
cleanouts until they have been inspected and approved by the Architect.
joints.
Align vertical cells of hollow units to maintain a clear and unobstructed system of flues.
E. Reinforcement: 1. Provide reinforcement as shown on the Drawings, fully embedded in grout and not in mortar or mortar joints.
2. Provide required metal accessories to ensure adequate
alignment of steel during grout filling operations.
F. Tooling: 1. Tool joints to a dense, smooth surface.
2. Unless otherwise shown on the Drawings, provide joints
TO UATCH EXISTIN6-
3.4 GROUTING
A. Perform grouting in strict accordance with the provisions of the governing building code.
1. Solidly fill vertical cells containing reinforcement-
2. Consolidate grout at time of pour by puddling with a mechanical vibrator, filling all cells of the masonry, and then reconsolidating later by puddling before the plasticity is lost.
3.5 CLEANING
A. Inspection and adjustment: 1. Upon completion of the work of this Section, make a
thorough inspection of installed.+masonry and verify
that units have been installed in accordance with the
provisions of this Section.
CONCRETE UNIT MASONRY
04220-5
73
FIRESTATION # 1 CARLSBAD, CALIFORNIA
, -* ~
2. Make necessary adjustments.
B. Clean surfaces of masonry as required for proper applica-
8
tion of the specified finishes.
END OF SECTION
e
CONCRETE UNIT MASONRY 04220-6 9
' I4 FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 06100
ROUGH CARPENTRY
PART 1 - GENERAL ~
1.1 DESCRIPTION
A. Work included: Install wood framing as indicated on the
Drawings, specified herein, and needed for a complete and
proper installation.
1. Documents affecting work of this Section include, but
B. Related work:
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 of these Specifications.
2. Section 06010: Lumber.
3, Section 06200: Finish carpentry
4. Section 06400: Architectural woodwork
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary craf'-s and who are completely familiar with the specified requ- Tents and the
methods needed for proper performance of the Jrk of this
Section.
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS
(No products are required in this Section)
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
ROUGH CARPENTRY
06100-i .
-7
FIRESTATION # 1 CARLSBAD, CALIFORNIA
3.2 WORKMANSH I P
A. Produce joints which are tight, true, and well nailed, with
8
members assembled in accordance with the Drawings and with
pertinent codes and regulations.
B. Selection of lumber pieces:
1. Carefully select the members.
2. Select individual pieces so that knots and obvious de-
fects will not interfere with placing bolts or proper
nailing, and will allow making of proper connections. 3. Cut out and discard defects which render a piece unable to serve its intended function.
4. Lumber may be rejected by the Architect, whether or not it has been installed, for excessive warp, twist, bow,
crook, mildew, fungus, or mold, as well as for improper
cutting and fitting.
C. Do not shim any framing component.
3.3 GENERAL FRAMING
A. General: 1. In addition to framing operations normal to the fabri-
cation and erection indicated on the Drawings, install
wood blocking and backing required for the work of
other trades.
2. Set horizontal and sloped members with crown up.
3. Do not notch, cut, or bore members for pipes, ducts, or conduits, or for other reasons except as shown on the
Drawings or as specifically approved in advance by the
Architect.
(I,
B. Bearings:
1. Make bearings full unless otherwise indicated on the
2. Finish bearing surfaces on which structural members are
3. Where framing members slope, cut or notch the ends as
Drawings.
to rest so as to give sure and even support.
required to give uniform bearing surface.
3.4 BLOCKING AND BRIDGING
A. Install blocking as required to support items of finish and
to cut off concealed draft openings, both vertical and hor- izontal, between ceiling and floor areas.
€3. Bridging:
1. Install wood cross bridging (not less than 2" x 3" nom- inal), metal cross bridging of equal strength, or solid blocking between joists where the span exceeds 8' -0".
ROUGH CARPENTRY
06100-2 (ID
IV
FIRESTATION f 1 CARLSBAD, CALIFORNIA
C. Screws:
1. For lag screws and wood screws, prebore holes same di-
ameter as root of threads, enlarging holes to shank
diameter for length of shank.
2. Screw, do not drive, lag screws and wood screws.
3.8 NAILING SCHEDULE
A. Unless otherwise directed by the Architect, comply with
the nailing schedule and other fastening requirements con-
tained in the pertinent regulations of governmental agen-
cies having jurisdiction.
END OF SECTION
ROUGH CARPENTRY
06100-4 .
7 FIRESTATION f 1 CARLSBAD, CALIFORNIA
2. Provide maximum distance of 8"-0" between a line of
bridging and a bearing.
3. Cross bridging may be omitted for roof and ceiling joists where the omission is permitted by code, except
where otherwise indicated on the Drawings.
4. Install solid blocking between joists at points of sup- port and wherever sheathing is discontinuous. Blocking
may be omitted where joists are supported on metal
hangers .
8
3.5 ALIGNMENT
A. On framing members to receive a finished surface, align the finish subsurface to vary not more than 1/8" from the plane
of surfaces of adjacent furring and framing members.
3.6 INSTALLATION OF PLYWOOD SHEATHING
A. Placement: 1. Place plywood with face grain perpendicular to supports
and continuously over at least two supports, except where otherwise shown on the Drawings.
wise shown on the Drawings. 2. Center joints accurately over supports, unless other-
B. Protect plywood from moisture by use of waterproof cover-
. ings until the plywood in turn has been covered with the next succeeding component or finish.
3.7 FASTENING I
0
A. Nailing: 1. Use only common wire nails or spikes of the dimension
shown on the Nailing Schedule, except where otherwise
specifically noted on the Drawings.
provide penetration into the piece receiving the point of not less than 1/2 the length of the nail or spike,
provided, however, that 16d nails may be used to con-
nect two pieces of 2" (nominal) thickness.
2. For conditions not covered in the Nailing Schedule
3. Nail without splitting wood.
4. Prebore as required.
5. Remove split members and replace with members complying with the specified requirements.
B. Bolting:
1. Drill holes 1/16" larger in diameter than the bolts
2. Drill straight and true from one side only.
3. Do not bear bolts threads on wood, but use washers un-
being used.
der head and nut where both bear on wood, and use wash-
ers under all nuts.
ROUGH CARPENTRY
06100-3 0
10 FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 06010
LUMBER
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide wood, nails, bolts, screws, framing anchors and other rough hardware, and other items required
for rough and finish carpentry as shown on the Drawings, specified herein, and needed for a complete and proper in-
stallation.
. "-
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 of
these Specification.
2. Section 06100: Rough carpentry
3. Section 06200: Finish carpentry
4. Section 06400: Architectural woodwork
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are
completely familiar with the specified requirements and the methods needed for proper performance of the work of this
Section.
B. Codes and standards:
1. In addition to complying with pertinent codes and regu- lations of governmental agencies having jurisdiction,
unless otherwise specifically directed or permitted by the Architect comply with:
a. "Product Use Manual" of the Western Wood products Association for selection and use of products in-
cluded in that manual;
American Plywood Association;
Redwood Lumber" of the Redwood Inspection Bureau
for Redwood, when used.
b. "Plywood Specification and Grade Guide". of the
c. "Standard Specifications for Grades of California
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
B. Protection:
1. Deliver the materials to the job site and store, in a
LUMBGR
06010-1
7
FIRESTATION # 1 CARLSBAD, CALIFORNIA
safe area, out of the way of traffic, and shored up off
the ground surface.
grade separately from other grades. 2. Identify framing lumber as to grades, and store each
3. Protect metals with adequate waterproof outer wrapping.
4, Use extreme care in off loading of lumber to prevent
(I)
damage, splitting, and breaking of materials.
PART 2 - PRODUCTS
2.1 GRADE STAMPS
A. Identify framing lumber by the grade stamp of the West Coast Lumber Inspection Bureau, or such other grade stamp
as is approved in advance by the Architect.
B. Identify plywood as to species, grade, and glue type by
the stamp of the American Plywood Association.
C. Identify other materials of this Section by the appropriate stamp of the agency approved in advance by the Architect.
2.2 MATERIALS
A. Provide materials in the quantities needed for the work
shown on the Drawings, and meeting or eycced'n5 the follow-
ing standards of quality:
1. Horizontal framing members: Douglas Fir-Hemlock, Table
2. Vertical framing members: Douglas Fir-Hemlock, Table
3. Plywood:
1, Construction grade.
1, Standard grade.
a. Sheathing: Structural 11, C-C, exterior; or stan- dard sheathing with exterior glue.
5. Siding: 303 siding grade, exterior, rou h sawn,T-l 1 /2" thick, Douglas Fir. W/ grooves @ 6" 0.c.
c. Telephone backboard: 3/4" thick, A-D, group 1, in-
terior -
4D
4. Closet shelving:
a. Shelves 11-1/2" wide or less: Douglas Fir-Hemlock,
B and Better grade; or Ponderosa Pine, B and Better grade -
b. Shelves wider than 11-1/2": 3/4" thick, A-D, group
1, interior plywood with 3/8" x 3/4" Douglas Fir or
Pine bands on visible edges.
5. Clothes rods: Douglas Fir, 1-3/8" diameter, with nylon sockets each end and Stanley 7045 steel bracket at cen- ter of all rods 48" long or longer.
6. Wood basc: Ponderosa Pine, "ranch base," 3/16" x
7. Building paper: Kraft papcr complying with Fed Spcc 3-1/4"- NOT USED PER PLANS
UU-E-790a.
LUMBER .
5 06010-2 4D
uu FIRESTATION # 1 CARLSBAD, CALIFORNIA
8. Wood preservative: Ammoniacal copper arsenite, or 5%
9, Rough hardware:
solution of pentachlorophenol.
a. Steel items:
(1) Comply with ASTM A7 or ASTN A36.
(2) Use galvanized at exterior locations.
b. Machine bolts: Comply with ASTM A307.
c. Lag bolts: Comply with Fed Spec FF-B-561.
d. Nails: (1) Use common except as otherwise noted;
(2) Comply with Fed Spec FF-N-1;
(3) Use galvanized at exterior locations.
by the Architect. e. Joist hangers: Simpson, Teco, or equal as approved
10. Exterior gypsum sheathing: Butt edge, 1/2" thick, com- plying with ASTM C630.
2.3 OTHER MATERIALS
A. Provide other materials, not specifically described but re-
quired for a complete and proper installation, as selected
by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 DELIVERIES
A. Stockpile materials sufficiently in advance of need to as- sure their availability in a timely manner for this Work.
B. Make as many trips to the job site as are needed to deliver materials of this Section in a timely manner to ensure or-
derly progress of the Work.
3.2 COMPLIANCE
A. Do not permit materials not complying with the provisions of this Section to be brought onto or to be stored at the job site.
B. Promptly remove non-complying materials from the job site
and replace with materials meeting the requirements of this Section.
END OF SECTION
LUMBER .
06010-3
a FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 06200
FINISH CARPENTRY
e
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Install wood trim and other items not specifically described as being installed under other Sec- tions of these Specifications.
B. Related work: 1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of
these Specifications.
2. Section 06010: Lumber.
3. Section 06100: Rough carpentry.
4. Section 06400: Architectural woodwork
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this
Section.
4lb
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS
(No products are required in this Section)
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Do not pro- Section will be performed.
to timely and proper completion of the Work. ceed until unsatisfactory conditions are corrected.
Correct conditions detrimental
FINISH CARPENTRY 0 06200-1 '
BL
FIRESTATION # 1 CARLSBAD, CALIFORNIA
3.2 WORKMANS H I P
A. Produce joints which are true, tight, and well nailed with all members assembled in accordance with the Drawings.
B. Jointing: 1. Make joints to conceal shrinkage; miter exterior joints;
2. Install trim in pieces as long as possible, jointing
cope interior joints; miter or scarf end-to-end joints.
only where solid support is obtained.
C. Fastening:
1. Install items straight, true, level, plumb, and firmly
2, Where blocking or backing is required, coordinate as anchored in place.
necessary with other trades to ensure placement of re- qcired backing and blocking in a timely manner.
the member firmly in place without splitting the wood.
to exclude water and setting in waterproof glue or the
sealant described in Section 07920 of these Specifica- tions.
3. Nail trim with finish nails of proper dimension to hold
4. Nail exterior trim with galvanized nails, making joints
5. On exposed work, set nails for putty.
6. Screw, do not drive, wood screws; except that screws may be started by driving and then screwed home.
3.3 INSTALLATION OF OTHER ITEMS
A. Install items in strict accordance with the Drawings, and
the recommended methods of the manufacturer as approved by the Architect, anchoring firmly into position at the prc-
scribed location, straight, plumb, and level.
3.4 F IN1 SHING
A. Sandpaper finished wood surfaces thoroughly as required to
produce a uniformly smooth surface, always sanding in the
direction of the grain; except do not sand wood which is
designed to be left rough.
B. No coarse grained sandpaper mark, hammer mark, or other im- perfection will be accepted.
3.5 CLEANING UP
A. Keep the premises in a neat, safe, and orderly condition at all times during execution of this portion of the Work,
free from accumulation of sawdust, cut-ends, and debris.
FIN ISH CARPENTRY
G6200-2
8 CARLSBAD, CALIFORNIA FIRESTATION t 1
B. Sweeping: 1. At the end of each working day, and more often if nec-
essary, thoroughly sweep surfaces where refuse from this portion of the Work has settled.
€or its storage.
broom clean all surfaces.
rl)
2. Remove the refuse to the area of the job site set aside
3. Upon completion of this portion of the Work, thoroughly
END OF SECTION
Ilr
FINISH CARPENTRY 0 06200-3 -
-.
FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 06400
ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide architectural woodwork where shown on the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the
methods needed for proper performance of the work of this Section -
B. Codes and standards: 1. In addition to complying with pertinent codes and
regulations of governmental agencies having jurisdic-
tion, comply with "Manual of Millwork" of the Woodwork Institute of California for the grades specified.
2. WIC certification and stamps will not be required.
1.3 SUBXITTALS
A. Comply with pertinent provisions of Section 01340.
B. Product data: Within 60 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under
2. Shop Drawings in sufficient detail to show fabrication, this Section;
installation, anchorage, and interface of the work of
this Section with the work of adjacent trades;
3. Samples of the proposed materials.
1.4 . PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
ARCHITECTURAL WOODWORK
06400-1
l
CARLSBAD, CALIFORNIA FIRESTATION # 1
PART 2 - PRODUCTS
2.1 GENERAL
8
A. Fabricate architectural woodwork to "premium grade" stan-
dards of the Woodwork Institute of California.
B . Wood : 1. On exposed portions, provide rift cut White Oak veneer plywood for natural finish. 2. On semi-exposed portions, provide the manufacturer's
standard cabinet liner as approved by the Architect.
C. Finishing: Site finish or mill finish architectural wood-
work in accordance with pertinent provisions of Section
09900 of these Specifications.
2.2 CABINETS
A. Fabricate cabinets in flush overlay design with doors and drawer fronts in WIC type 14.
B. At the mill, install the finish hardware supplied under Section 08710 of these Specifications.
2.3 COUNTE RTOP S
A. Types and sizes:
1. Shop fabricate countertops and splashes to the types
and dimensions shown on the Drawings. (I,
2.4 OTHER. MATERIALS
A. Provide other materials, not specifically described but re-
quired €or a complete and proper installation, as selected
by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and'conditions under which work of this
Do not pro- Sec.tion will be performed. Correct conditions detrimental to timely and proper completion of the Work.
ceed until unsatisfactory conditions are corrected,
ARCHITECTURAL WOODWORK - 06400-2 . rl,
uu CARLSBAD, CALIFORNIA FIRESTATION # 1
3.2 FIELD MEASUREMENTS
A. Take necessary measurements in the field to assure proper
dimensions for the work of this Section.
3.3 FABRICATION
A. Fabricate the work of this Section in strict accordance
with the approved Shop Drawings and the referenced stan-
dards.
3-4 INSTALLATION
A. Install the work of this Section in strict accordance with
the approved Shop Drawings and the referenced standards,
anchoring all items firmly into position.
3.5 COMPLIANCE
A. The Owner reserves the right to request and pay for an in- spection by a representative of the Woodwork Institute of California to determine that the work of this Section has
been performed in accordance with the specified standards.
B. In the event such inspection determines that the work of
this Section does not comply with the specified require-
ments, immediately remove the non-complying items and im- mediately replace them with items complying with the spec- ified requirements, all at no additional cost to the Owner,
and reimburse the Owner for the cost of the inspections.
Time requir-ed to perform such removal and replacement of
the work of this Section will not be considered by the
Architect as justifying an extension of the Contract Time of completion.
END OF SECTION
ARCHITECTURAL WOODWORK
-I 06400-3
E CARLSBAD, CALIFORNIA FIRESTATION # 1
0 SECTION 06600
PLASTIC LAMINATE SURFACES
PART 1 -GENERAL
1.1 DESCRIPTION
A. Work included: Provide plastic laminate surfaces
where shown on the Drawings, as specified herein, and as needed for a complete and proper installation
B. Related work:
1. Documents affecting work of this Section include,
but are not necessarily limited to, General Con-
ditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are
thoroughly trained and experienced
crafts and who are completely familiar with the
specified requirements and the methods needed for
proper performance of the work of this Section.
in the necessary
B. Codes and Standards:
1. Plastic laminate material shall comply with
NEMA Standard LP-2
0
1.3 SUBMITTALS
A. Product data: Within 30 czlendar days after the
Contractor has received the Owner's Notice to
Proceed, submit:
1. Samples of the proposed materials to be used.
PART 2- PRODUCTS
2.1 GENERAL
A. Plastic laminate shall be high pressure, thermo-
setting, matt or velvet finish as mft'd. by
'Formica' or 'Wilson Art'.
B. Material shall be standard 1/16" thickness.
C. Material shall be applied to all edges of subject
cabinet doors.
PLASTIC LAMINATE SURFACES
06600-1
ID
00 CARLSBAD, CALIFORNIA FIRESTATION # 1
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D. Apply plastic laminate in one piece in lengths up
to 12 feet and widths up to 4 feet.
E. Plastic Laminate shall be attached to sub-surface
with Urea and/or contact cement in a manner that
will assure full contact and the absence of voids
or air-bubbles.
F. Make all cut-outs, final cuts and machining with
high-speed router using carbide tipped bits. Use
standarc! 45 degree angle bevel on finished edges
and corners.
END OF SECTION
PLASTIC LAMINATE SURFACES
06600-2
8 FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 07210
BUILDING INSULATION
4D
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide building insulation where shown on ... the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are
completely familiar with the specified requirements and the
methods needed for proper performance of the work of this Section.
Upon completion of this portion of the Work, complete and
post a certificate of insulation compliance in accordance with pertinent requirements of governmental agencies hav- ing jurisdiction.
B.
0
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Provide the following building insulation where shown on the Drawings or otherwise needed to achieve the degree of insulation required under pertinent regulations of govern-
mental agencies having jurisdiction. 1. Type A: 3-1/2” thick foil-faced glass fiber batts
2. Type B: 6” thick foil-faced glass fiber batts with an
3. Type C: 3-1/2“ thick unfaced glass fiber sound isola-
with an insulation-only value of R-11.
insulation-only value of R-19.
ting batts.
BUILDING INSULATION 9 07210-1
YU FIRESTATION # 1 CARLSBAD, CALIFORNIA
2.2 OTHER MATERIALS
A. Provide other materials, not specifically described by
required for a complete and proper installation, as
selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of
this Section will be performed. Correct conditions
detrimental to timely and proper completion of the Work.
Do not proceed until unsatisfactory conditions are correcte
framing which may damage or prevent proper insulation.
B. Remove, or protect against, projections in construction
3.2 INSTALLATION
A. Install the work of this Section in strict accordance with the original design, requirements of governmental agencies having jurisdiction, and the manufacturer's recommended installation procedures as approved by the Architect, anchoring all components firmly into position.
END OF SECTION
BUILDING INSULATION
07210-2
91 FIRESTATION # 1 CARLSBAD, CALIFORNIA
e'
SECTION 07600
FLASHING AND SHEET METAL
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide flashing and sheet metal not
specifically described in other Sections of these Speci-
fications but required to prevent penetration of water
through the exterior shell of the building.
B. Related work:
1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this (ID Section.
B. In addition to complying with pertinent codes and regula- tions, comply with pertinent recommendations contained in
current edition of "Architectural Sheet Metal Manual" pub- lished by the Sheet Metal and Airconditioning Contractors
National Association (SMACNA)-
C. Standard commercial items may be used for flashing, trim, reglets, and similar purposes provided such items meet or
exceed the quality standards specified.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01340.
B. Product data: Within 45 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under
2. Manufacturer's specifications and other data needed to
3. Shop Drawings in sufficient detail to show fabrication,
this Section;
prove compliance with the specified requirements;
installation, anchorage, and interface of the work of
this Section with the work of adjacent trades;
FLASHING AND SHEET.METAL * 07600-1 .
JL
FIRESTATION # 1 CARLSBAD, CALIFORNIA
4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS
2.1 MATERIALS AND GAGES
A. Where sheet metal is required, and no material or gage is indicated on the Drawings, provide the highest quality and
gage commensurate with the referenced standards.
2.2 GALVANIZED IRON
A. Provide sheet metal or sheet iron of a standard brand of
open-hearth copper-bearing steel, copper-molybdenum iron,
or pure iron sheets.
B. Zinc coating:
1. Where galvanizing is required, provide zinc coating by
2. Weight:
hot-dip galvanize to all surfaces.
a. Provide not less than 1-1/4 oz per sq ft, nor more
than 1-1/2 oz per sq ft, to surfaces required to be galvanized.
3. Comply with ASTM A93.
2.3 NAILS, RIVETS, AND FASTESERS
A. Use only soft iron rivets having rust-resistive coating,
galvanized nails, and cadmium plated screws and washers in
connection with galvanized iron and steel.
2.4 FLUX
A. Where flux is required, use raw muriatic acid.
2.5 SOLDER
A. Where solder is required, comply with ASTM B32.
2.6 OTHER MATERIALS
A. Provide other materials, not specifically described but re-
quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect.
FLASHING AND SHEET METAL
07600-2
9 FIRESTATION # 1 CARLSBAD, CALIFORNIA
I) PART 3 - EXECUTION
3.1 SUWACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed.
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
WORKMAN S H I P
Correct conditions detrimental
3.2
A. General:
1. Form sheet metal accurately and to the dimensions and
shapes required, finishing molded and broken surfaces
with true, sharp, and straight lines and angles and,
where intercepting other members, coping to an accu-
rate €it and soldering securely.
tect, turn exposed edges back 1/2".
2. Unless otherwise specifically permitted by the Archi-
B. Form, fabricate, and install sheet metal so as to ade- quately provide €or expansion and contraction in the fin- ished Work.
C. Weatherproofing: 1. Finish watertight and weathertight where so required.
2. Make lock seam work flat and true to line, sweating
3. Make lock seams and lap seams, when soldered, at least
4. Where iap seams are not soldered, lap according to
5. Make flat and lap seams in the direction of flow.
full of solder.
1/2 I' wide e
pitch, but in no case less than 3".
(ID
D. Joints:
1. Join parts with rivets or sheet metal screws where
2. Provide suitable watertight expansion joints for runs
necessary for strength and stiffness.
of more than 40'-0", except where closer spacing is indicated on the Drawings or required for proper in- stallation.
E. Nailing:
1. Whenever possible, secure metal'by means of clips or cleats, without nailing through the exterior metal.
2. In general, space nails, rivets, and screws not more than 8" apart and, where exposed to the weather, use
lead washers.
long by 11 gage.
plugs -
3. For nailing into wood, use barbed roofing nails 1-1/4"
4. For nailing into concrete, use drilled plugholes and
\
FLASHING AND SHEET METAL
., 07600-3 . rl)
94
FIRESTATION # 1 CARLSBAD, CALIFORNIA
3.3 EMBEDMENT
A. Embed metal in connection with roofs in a solid bed of
sealant, using materials and methods described in Section
07920 of these Specifications or other materials and meth-
ods approved in advance by the Architect.
3.4 SOLDERING
A. General: 1. Thoroughly clean and tin the joint materials prior to
2. Perform soldering slowly, with a well heated copper, soldering.
in order to heat the.seams thoroughly and to complete-
ly fill them with solder.
blunt design, properly tinned for use.
flowing, and smooth.
3. Perform soldering with a heavy soldering copper of
4. Make exposed soldering on finished surfaces neat, full
B. After soldering, thoroughly wash acid flux with a soda
solution.
3.5 TESTS
A. Upon request of the Architect, demonstrate by hose or standing water that the flashing and sheet metal are com-
pletely watertight.
END OF SECTION
FLASHING AND SHEET.METAL
07600-4 .
9! FIRESTATION # 1 CARLSBAD, CALIFORNIA
a
SECTION 07920
SEALANTS AND CALKING
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Throughout the Work, seal and calk joints
where shown on the Drawings and elsewhere as required to provide a positive barrier against passage of moisture and
passage of air.
.I'
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the
methods needed for proper performance of the work of this
Section.
1.3 SUBMITTALS.
(I)
A. Comply with pertinent provisions of Section 01340.
B. Product data: Within 45 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit: I. Materials list of items proposed to be provided under
2. Manufacturer's specifications and other data needed to
3, Manufacturer's recommended installation procedures
this Section;
prove compliance with the specified requirements;
which, when approved by the Architect, will become the basis for accepting or rejecting actual installation
procedures used on the Work.
C. Samples: Upon request of the Architect, submit Samples of
each sealant, each backing material, each primer, and each
bond breaker proposed to be used.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
SEALANTS AND CALKING a 07920-1
.x"
FIRESTATION f 1 CARLSBAD, CALIFORNIA
E. Do not retain at the job site material which has exceeded
the shelf life recommended by its manufacturer.
PART 2 - PRODUCTS
2.1 SEALANTS
A. Provide the following materials manufactured by Products
Research & Chemical Corporation, or equals approved in
advance by the Architect, where indicated and where other-
wise required for a complete and proper installation.
Material : Location of use:
1. PRC Rubber Calk 6000 Throughout the Work, ex-
cept where other sealant
is specified, where antic- ipated joint movement will be 25% or less;
2. PRC Rubber Calk 7000 Throughout the Work, ex- cept where other sealant is specified , --)?here antic-
ipated joint movement will
be 50% or less;
to pedestrian and vehicular
traffic, and all joints
subject to immersion; 4. PRC Rubber Calk 210 Vertical and horizontal joints subject to extreme movement ; 5. PR-851 Duct Seal Pipes and conduits pene-
trating underground walls; 6. PR-855 Fire Stop Seal Pipes and conduits pene-
trating fire separations;
7. Polyethylene backer rod Where required to prevent
3-point adhesion.
3. PRC Rubber Calk 270 Horizontal joints exposed
B. For other services, provice iroducts especially formulated for the proposed use and apFroved in advance by the Archi-
tect -
C. Colors: 1. Colors for each sealant installation will be selected by the Architect from standard colors normally avail- able from the specified manufacturer.
approved manufacturer except at additional charge,
provide such colors at no additional-cost to the Owner.
3. In concealed installations, and in partially or fully
exposed installations where so a:.nroved by the Archi-
tect, use standard gray or black sealant.
2. Should such standard color not be available from the
SEALANTS ASD CALKING
07920-2 .
9' FIRESTATION # 1 CARLSBAD, CALIFORNIA
2.2 PRIMERS m
A. Use only those primers which have been tested for durabil-
ity on the surfaces to be sealed and are specifically
recommended for this installation by the manufacturer of
the sealant used.
2.3 BACKUP MATERIALS
A. Use only those backup materials which are specifically
recommended for this installation by the manufacturer of
the sealant used, which are non-absorbent, and which are
non-staining.
2.4 MASKING TAPE
A. For masking around joints, provide an appropriate masking
tape which will effectively prevent application of sealant on surfaces not scheduled to receive it, and which is re- movable without damage to substrate.
2.5 OTHER MATERIALS
A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect.
6 PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely azd proper completion of the Work. Do not pro- ceed until snsatisfactory conditions are corrected.
3.2 - PREPARATION
A. Concrete and ceramic tile surfaces: 1. Install only on surfaces which are dry, sound, and well brushed, wiping free from dust.
2. At open joints, remove dust by mechanically blown com-
pressed air if so required.
3. To remove oil and grease, use sandblasting or wire
brushing.
4. Where surfaces have been treated, remove the surface
treatment by sandblasting or wire brushing.
5. Remove laitance and mortar from joint cavities.
B. Steel surfaces:
1. Steel silrfaces in contact with sealant:
a. Sandblast as required to achieve acceptable sur-
face for bond.
SEALANTS AND CALXING 0 -- 07920-3 .
70 FIRESTATION f 1 CARLSBAD, CALIFORNIA
b. If sandblasting is not practical, or would damage
adjacent finish, scrape the metal or wire brush to
remove mill scale and rust.
surfaces with clean white rags only.
by using a solvent which leaves no residue.
c. Use solvent to remove oil and grease, wiping the
2. Remove protective coatings on steel by Sandblasting or
C. Aluminum surfaces:
1. Aluminum surfaces in contact with sealant:
a. Remove temporary protective coatings, dirt, oil,
b. When masking tape is used for protective cover,
and grease.
remove the tape just prior to applying the sealant.
2. Use only such solvents to remove protective coatings
as are recommended for that purpose by the manufactur- er of the aluminum work, and which are non-staining.
3.3 INSTALLATION OF BACKUP MATERIAL
A. When using backup of tube or rod stock, avoid lengthwise stretching of the material. Do not twist or braid hose or
rod backup stock.
B. Installation tool:
1. For installation of backup material, provide a blunt-
surfaced tool of wood or plastic, having shoulders de-
signed to ride on the adjacent finished surface and a protrusion of the required dimensions to assure uni- form depth of backup material below the sealant. 2. Do not, under any circumstance, use a screwdriver or
similar tool for this purpose.
3. Using the approved tool, smoothly and uniformly place
the backup material to the depth indicated on the Drawings or otherwise required, compressing the back- up material 258 to 50% and securing a positive fit.
3.4 PRIMING
A. Use only the primer approved by the Architect for the par- ticular installation, applying in strict accordance with
the manufacturer's recommendations as approved by the Arc hi tec t .
3.5 BOND-BREAKER INSTALLATION
A. Provide an approved bond-breaker where recommended by the manufacturer of the sealant, and where directed by the
Architect, adhering strictly to the manufacturers' instal-
lation recommendations.
SEALANTS AND CALKING
07 9 2 0-4
9! FIRESTATION # 1 CARLSBAD, CALIFORNIA
CI) 3.6 INSTALLATION OF SEALANTS
A. Prior to start of installation in each joint, verify the joint type according to details on the Drawings, or as
otherwise directed by the Architect, and verify that the required proportion of width of joint to depth of joint
has been secured.
B. Equipment: 1. Apply sealant under pressure with power-actuated hand
gun or manually-operated hand gun, or by other appro-
priate means.
sufficient pressure to completely fill the joints as
designed.
2. Use guns with nozzle of proper size, and providing
C. Thoroughly and completely mask joints where the appearance
of primer or sealant on adjacent surfaces would be objec- tionable.
D. Install the sealant in strict accordance with the manufac-
turer's recommendations, thoroughly filling joints to the
recommended depth.
E. Tool joints to the profile shown on the Drawings, or as
otherwise required if such profiles are not shown on the Drawings.
F. Cleaning up:
1. Remove.masking tape immediately after joints have been
2. tooled. Clean adjacent surfaces free from sealant as the in- stallation progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used.
3. Upon completion of the work of this Section, promptly
remove from the job site all debris, empty containers,
and surplus material derived from this portion of the
Work.
I)
END OF SECTION
SEALANTS AND CALKING 0 07920-5
101 FIRESTATION # T CARLSBAD, CALIFORNIA
SECTION 08100
METAL DOORS AND FRAMES
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide metal doors, and metal door and
window frames, which are not specifically described in
other Sections of these Specifications, where shown on the
Drawings, as specified herein, and as-needed for a com-
plete and proper installation.
B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this
Section.
B. Unless specifically otherwise approved by the Architect,
provide all products of this Section from a single manufac-
turer.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01340.
€3. Product data: Within 35 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. llaterials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to
prove compliance with the specified requirements;
3. Shop Drawings showing details of each frame type, ele-
vations of door designs, details of openings, and ae-
tails of construction, installation, and anchorage.
which, when approved by the Architect, will become the basis €or accepting or rejecting actual installation
procedures used on the Work.
4. Manufacturer's recommended installation procedures
METAL DOORS, AND. FRAMES
08100-1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
..
cc
PART 2 - PRODUCTS
2.1 METAL DOORS
A, Type and design: 1. Provide full-flush design, in dimensions and types
. shown on thc'Drawings, labeled or non-labeled as indi- cated on the Door Schedule in the Drawings,. in 18 gage
for interior doors and 16 ga,ge for exterior.:.doors,
properly reinforced for the finish hardware described
in Section 08710 of these Specifications.
B. Finish:
1. Pre-clean and shop prize each door for finish painting which will be performed at the job site undcr.Section , ,
09900 of these Specifications.
C. Acceptable products: . .. __ .-. .. 1. Standard products of the Republic Builders Product Corp. and the Timely Corp. or any other. Mftr. that conforms to the standards of the Steel Door Inst.
2.2 METAL FRAMES .
4B
A. Type and design: 1. Provide frames of the types and dimensions shown on
the Drawings, labeled or non-labeled as indicated on
the Door Schedule in tke Drawings, in 18 gage for in-
terior doors and 16 ga5e for exterior doors, properly
reinforced for the finish hardware described in Sec-
tion 08710 of these Specifications.
B. Finish: 1.Exterior frames to 5e cleaned and shop-primed for finish painting to Se performed on-site per Section
09900. 2.Interior frames to be pre-finished as mft'd. by the
Timely Corp.(color as selected by Owner).
.. 2.3 FINISH HARDWARE
A. Secure templates from the finish hardware supplier, and acsurately install, or make provision for, all finish
hardware at the factory.
METAL DOORS AND FRAMES
08100-2 (ID
I "A
FIRESTATION # 1 CARLSBAD, CALIFORNIA
PART 3 - EXECUTION
3.1 SUWACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed.
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
Correct conditions detrimental
3.2 INSTALLATION
A. Placing frames:
1. Where practicable, place frames rior to construction
2. Set frames accurately into position, plumbed, aligned,
3. After wall construction is completed, remove temporary
of enclosing wall's and ceilings.rexcept interior frames)
and braced securely until permanent anchors are set.
braces and spreaders, leaving surfaces smooth and un-
damaged.
jacent construction with machine screws and suitable anchorage devices. Provide "Z" fillers at each screw location; or mftr's. recommended device(s).
struction, provide sealant between frame and concrete
in accordance with provisions of Section 07920 of
these Specifications.
4. At in-place construction, set frames and secure to ad-
5. When installed in prepared openings in concrete con-
3.3 ADJUST AND CLEAN
A. Final adjustments: 1. Check and readjust operating finish hardware items in hollow metal work just prior to final inspection.
2. Leave work in complete and proper operating condition.
3. Remove defective work and replace with work complying
with the specified requirements.
B. Immediately after erection, sand smooth all rusted and dam-
aged areas of prime coat, and apply touchup of compatible air-drying pcimer.
END OF SECTION
METAL DOORS AND 'FRAMES
08100-3 .
1 FIRESTATION # 1 CARLSBAD, CALIFORNIA
e
SECTION 08211
FLUSH WOOD DOORS
PART 1 - GENERAL
1.1 DESCRI PTI ON
A. Work included: Provide flush wood doors, complete in
place with finish hardware installed, where shown on the Drawings, as specified herein, and as needed for a com-
plete and proper installation.
B. Related work: 1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 of these Specifications.
2. Section 08710: Finish hardware.
1.2 QUALITY AS SU FANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the
methods needed €or proper performance of the work of this Section. 4D
B. In addition to complying with pertinent codes and rcgula- tions of governmental agencies having jurisdiction, comply
with: 1. "Manual of Millwork" of the Woodwork Institute of
California, for the arade or grades specified; or
2. "Architectural Woodwork Quality Standards" of the
Architectural Woodwork Institute, for the grade or
grades specified.
3. Certification and stamps will not be required.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01340.
B. Product data: Within 35 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under
2. Manufacturer's specifications and other data needed to
3. Samples, approximately 8" x 8" in size, of each of the
this Section;
prove compliance with the specified requirements;
proposed door face materials.
FLUSH WOOD DOORS 0 08211-1
."
FIRESTATION # 1 CARLSBAD, CALIFORNIA
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
B. Delivery:
1. Deliver doors to site after plaster and cement are
dry, and after the building has reached average pre- vailing humidity of its locality.
2. Deliver prefinished doors in manufacturer's original
containers, clearly marked with manufacturer's name,
brand name, size, thickness, and identifying symbol on the covering.
3. Seal all four edges of unfinished doors when delivered to the job site.
C. Storage:
1. Stack flat on 2" x 4" lumber, laid 12" from ends and
across center.
2. Under bottom door and over top of stack, provide ply-
wood or corrugated cardboard to protect door surfaces.
3. Store doors in area where there will be no great vari-
ations in heat, dryness, and humidity.
D. Do not drag doors across one another; lift doors and carry
them into position.
PART 2 - PRODUCTS
2.1 GENERAL
A. Provide flush wood doors of the types, designs, and thick-
nesses shown on the Door Schedule in the Drawings, UL 20
minute labeled unless otherwise indicated or required. and
in solid core or hollow core as shown on the Door Schedule.
B. Grade: Except as may be shown otherwise on the Drawings,
fabricate the work of this Section to "custom grade" stan- dards of the referenced organization.
C. For hollow :ore doors, provide core construction as needed to accommoaate finish hardware described in Section 08710
of these Specifications.
D. Species:
1. Where "paint grade" or "opaque finish" are called for on the Drawings , provide h a r d b 0 a r d faces for
opaque finish.
Oak faces for transparent finish. 2. For all other flush wood doors, provide rift cut White
E. Site finish or mill finish wood doors in accordance with provisions of Section 09900 of these Specifications.
FLUSH WOOD DOORS
08211-2
FIRESTATION # 1 CARLSBAD, CALIFORNIA
rl) PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION
A. Fitting and machining: 1. Unless doors are completely fitted and machined at the mill, fit them for width by planing and fit them for
height by sawing:
a. Bottom: 1/2" clearance maximum.
b. Top: 1/8" clearance maximum. c. Lock edge and hinge edge: Bevel 1/8" in 2" maxi-
mum. 2. Machine doors for hardware in accordance with rccom-
nendations of the hardware manufacturers, as those
recommendations have been approved by the Architect.
B. Receive and retain custody of finish hardware furnished
for the work of this Section under Section 08710 of these Specifications and, except as otherwise directed by the
Architect, install all such finish hardware in strict ac- cordance with the recommendations of its manufacturer.
C. Replace or rehang doors which are hingebound and do not
swing or operate freely.
e
3.3 COMPLIANCE
A. The Owner reserves the right to request and pay for an in-
spection by a representative of the referenced organiza-
tion to determine that the work of this Section has been
performed in accordance with the specified standards.
B. In the event such inspection determines that the work of
this Section does not comply with the specified rcquire- ments, immediately remove the non-complying items and re-
place them with items complying with the specified re-
quirements, all at no additional cost to the Owner, and
reimburse the Owner €or the cost of the inspection.
END OF SECTION
FLUSH WOOD DOORS CI) 08211-3 .
* V. FIRESTATIOW # 1 CARLSBAD, CALIFORNIA
-
SECTION 0821 3
PLASTIC FACED WOOD DOORS (CABINETS & CASEWORK)
PART 1 - GENERAL
1 .1 SUMMARY
A. Provide plastic faced wood doors, complete in place with finish hardware installed, where shown on the Drawings, specified herein, and as needed for a complete and prope instal 1 ation.
B. Related work: 1. Documents affecting work of this Section include, bu are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division
1 of these Specifications.
1 .2 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product data: Within 35 calendar days after the Contra( has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided undc
2. Manufacturer's specifications and other data needed
3. Samples of each of the proposed door-face material
this Section;
prove compliance with the specified requirements;
shall be submitted to the Architect for verificatioi
1 .3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroug trained and experience in the necessary crafts and who completely familiar with the specified requirements and methods needed for proper performance of the work of th Sect ion.
€3. In addition to complying with pertinent codes and regul tions of governmental agencies having jurisdiction, cor with:
1. "Manual of Millwork" of the Woodwork Institute of California, for the grade or grades specified.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provision s of Section 01600.
PLASTIC FACED WOOD flOORS -
0821 3-1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
B. Delivery: 1. Deliver doors to site after site cenditjonq are ( and after the building has reached average prevailir
relative humidity for its locality.
4D
C. Storage:
1. Stack flat on 2' x 4" lumber, laid 12" from ends ai across center. 2. Under bottom door and over top of stack, provide pl:
wood or corrugated cardboard to protect door surfaci
3. Store doors in area where there will be no great av(
ations in heat, dryness, and humidity.
PART 2 PRODUCTS
2.1 LAMINATED PLASTIC FACED DOORS
A. Provide laminated plastic faced doors of the types, des
and thicknesses shown on the plans. e
B. Except as may be shown otherwise on the Drawings, fabri the work of this Section to "custon grade" of the refer enced organization.
D. Faces: 1. On both faces, provide 1/16" thick laminated qlast manufactured by 'NEVAMAR COSP.' , or an equal approved in advance by the Ar itect, in colors and patterns selected by the Archi
from standard colors and patterns of the approved p manufacturer.
2. At all door edges, provide matching laminated plastic or, when specifically approved in advance b the Architect, provide prefinished hardware.
PLASTIC FACED-WOOD DOORS
0821 3-2 e-
I Ui FIRESTATION # 1 CARLSBAD, CALIFORNIA
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION
A. Fitting and machining laminated plastic faced doors: 1. Using measurements obtained in the field from installe frames, machine the doors at the factory to fit the pr scribed frame with proper clearance at top, bottom, and vertical edges. 2. Replace or rehang doors which are hingebound and do nc swing or operate freely.
B. Finish hardware:
1. Receive and retain custody of finish hardware furnish. ed under Section 08710 of these Specifications for thc work of this Section. 2. Except as otherwise directed by the Architect, instal' finish hardware in accordance with its manufacturers' recommendations.
3.3 ADJUST AND CLEAN
A. Upon completion of the installation, inspect each compo- ent. 1. Verify that each item has been fabricated and in- stalled in accordance with the specified requirements
2. Make necessary adjustments.
3. Touchup as necessary to make surface blemishes perrna-
nently invisible to theunaided eye from a distance of
five feet.
3.4 COMPLIANCE
A. The Owner reserves the right to request and pay for an ir spection by a representative of the referenced organiza- tion to determine that the work of this Section has been performed in accordance with the specified requirements.
B. In the event such inspection determines the work of this Section does not comply with the specified requirements, immediately remove the non-complying with the specified re- quirements, all at no additional cost to the Owner, and reimburse the Owner for the cost of the inspection.
END OF SECTION
PLASTIC FACED WOOD DOORS
0821 3-3
- -..-- .... --.. - - - .... -- Y..Y .J -..- A. Y .... A..
1
SECTION 08300
SECTIONAL APPARATUS ROOM DOORS
Bid Alternate # 1 1)'
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The General Provisions, Special Provisions and Division 1 are a
of this section and the Contract for this work and apply to this
tion as fully as if repeated herein.
1.2 SCOPE
The work includes the furnishing and installing of complete, OPE
ing sectional door system as shown and noted on the drawings anc
specified herein, including, but not limited to doors and decor;
attached thereto, operators,accessories and all necessary bracir
attachments and supports required for proper installation except
only items listed in "Work Not Included" below.
1.3 WORK NOT INCLUDED
Painting of doors and attachments.
1.4 SHOP DRAWINGS
Submit fully detailed shop drawings giving sizes, details of fa
tion and construction, methods of assembly and locations of hari
anchors and all accessories, to the Architect for rcvicw. No rn<
shall be purchased or fabrication commenced until all submitals
been approved by the Architect. See Section 01300 for number a
manner of submittals.
1.5 FIELD MEASUREMENTS AND TEMPLATES
Contractor shall secure all field measurements required for pro
and adequate fabrication and installation of the work covered b
this section. Exact measurements are the Contractor's responsi
Furnish templates for exact location of items to be built into
structure and any zettips instzuetion required for all installa
work -
e
PART 2 - PRODUCTS
2.1 MATERIALS
2.1.1 General: Materials and methods detailed in this specifi
and shown on drawings are those of Finishline Doors of L9S Angeles, Californ~a. Equal products ot other manufacturers rr
subsituted if approval is granted in accordance with provisions
of section 01600. Preapproved substitute manufacturer: Overhe Door Corporation, Dallas, Texas. 0
SECTIONAL APPARATU3' ROOM DOORS
r\n,.nn 1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
--I
2.1.2 Wind Load: All doors shall be constructed to meet or exce
standards established under National Association of Garage Door Manufacturers' specification 101-1975.
2.1.3 Aluminum Door: Model 350NL. Door sections shall be 1 3/4 thick and shall be constructed of aluminum extrusions produced from 6063-T5 alloy.. Rails and end stiles shall have .078" minin wall thickness. Bottom section shall have bulb-type weatherseal Meeting rails shall have integral strut and offset interlocking joints to provide a weathertight closure and assure alignment tt full width of each section. Stiles and rails shall be miter-cut securely joined. Meeting rails (pairs) and center stiles shall
2 1/4"; end stile, top rail and bottom rails shall be 6 ". Pane aluminum sheet set in a continuous vinyl gasket and held in plac inside snap-in type glazing bead. Panel layout to provide for E
sized panels vertically and horizontally (see exterior elevatia
Finish: clear anodized aluminum.
2.1.4 Track and Hardware: Galvanized steel track shall be 3" fc
aluminum door. Steel brackets or continuous steel angles shall
be used for installing tracks on wood jambs. Steel reverse angl with 1" lap shall be used for installing tracks on steel jambs. Vertical track shall provide adjustable-taper design features tc weathertight closure at the jambs. Horizontal track shall be re with factory-appl ied gal vanized angles as required. A1 1 roll er
brackets and hinges shall be heavy steel, galvanized. All roll1
shall have ball bearings with case-hardened races. Counter-bala
shall be oil-tempered, helical-wound, torsion springs mounted on
application and shall comply with durability properties specifie under National Association of Garage Door Manufacturers' specifi 101-1975. Galvanized aircraft-type 1 ift cables shall be minimun safety factor of 7 to 1.
2.1.5 Track Configuration: High-lift breakaway following slope
of Apparatus Room ceiling.
2.1.6 ~perator/Yotor:.'add one to match existing thrse
2.1.7 Control Devices and Options: add one to match existing th
.1 Push button station: Three button control with open, c stop functions.
.2 Interlock switches to prevent the accidental operation doors by breaking circuit.
.3 Sensing edge: Electrical sensing edge to sense obstruc
and stop operation of door.
'cross-header shaft. Springs shall be engineered for industrial
-
SECTIONAL APPARATUS ROOM DOORS I
08300-2'
FIRESTATION # 1 CARLSBAD, CALIFORNIA
.4 Radio Control: electronic transmitters in a single, PO
unit to operate doors independently. 111)
2.2 OTHER MATERIALS
Provide other materials, not specifically described but required
a complete and proper installation, as selected by the Contract0
subject to the approval of the Architect.
PART 3 - EXECUTION
3-1 GENERAL
All work herein specified, shall be executed be skilled journeym craftsmen experienced in the trade, with the proper tools and in conformity with these documents. Verify all dimension in the fi and all related conditions before starting the work. Inform the
Architect of any conflict between locations and conditions of th work and work of others and do not work in the areas of conflict until a decision is made by the Architect.
3.2 CODES
Installation shall be in accordance with UBC, City of Carlsbad,
any other agencies having legal jurisdiction.
3.3 PROTECTION
Protect all parts from injury after installation in the work and maintain said protection until completion of the entire project.
3.4 CLEAN UP
Take all necessary action to keep this work clean and free of di
trash, obstruction and equipment, except that necessary for the completion of this work/ Materials not used, shall be removed immediately. Dirt and trash shall be cleaned out daily and final clean-up shall leave the work in thoroughly clean and acceptable
condition.
111)
SECTIONAL APPARATUS ROOM DOORS
08300-3
lllli
Pag
PP-PRODUCT PRESENTATION
Our quality and service make these the finest sectional overhead doors of their kind. All doors are custc to your door opening sizes and specifications, and will enhance many architectural designs, as shown.
%
ium bronze anodized aluminum extrusions and pan- els with 3/~6" tempered solar bronze glass at eye level, this heavy duty door has been specified by many fire depart- ments for their equipment rooms. Also available with clear anodized finish. quires electric operators.
here to enhance the archi design for full glass openings. Material used her bronze anodized aluminum extrusion and 3/~6" tt solar bronze glass. The weight of this type of dol
OI
MODEL 200
1%" thick. Galvanized steel 22 to 16 gauge with
coating per square foot as per ASTM standards
steel sections are fabricated to produce a weatl
rabbeted joint. The f,ush panet design enab,es ~ seal at jambs as well as at the floor, and makes
food handling and storage facilities.
DOOR STOPS-Aluminum with nylon pile stripr face k~ard doors when required. Fastened in PI; stainless steel screws-
GLASS AND GLAZING-As specified. Manufai provide aluminum snap-in beading, removable fc face on doors only, to seal lites firmly in place on Glazing strips to be vinyl.
EXHAUST PORT-Safety exhaust port when si
MANUFACTURER'S NAME PLATE-Affix per , ,?:, ;fiS/b on inside of door at readily visible point.
The Above Models Can Be Custom Made To Arc ") Design Within Limits To Finishing Specifications.
x ;a,,
MODEL 350 ML These doors are painted dark bronze with '/a'' solar bronze glass. This style door with clear anodized finish is the most commonly used door for service centers and service stations. Maximum square footage for this door
should not exceed 150 sq. ft. The Model 350 NL is nor-
mally manually operated with rope pulls.
SPRINGS-Torsion springs calculated for high life cycle.
UFTS-Aircraft type of galvanized wire; to suit size of door.
TRACK-2" or 3 of #I2 galvanized steel; continuous angle support horizontally and vertically. ROLLERS-Solid steel; hardened race.
LOCKING-No outside lock. Provide a snap-type lock, operable from inside only, on each door. Track to have slot for bar engagement. Drill bar for padlock. Ou ock optional.
2
OWERHEAD DOOR HARDWARE
( oi
B.' .,-%a
.. ',.,
uc -
BUY cu E b
OP-OVEFMU PRODUCJ. IN PLACE TYPES OF TRACK INSTALLATION AND REQUIRED CLEARANCE
All inside surfaces of jambs and header are to be flush to the height of the door when in the horizontal position,
mounting tracks and hardware.
NORMAL HIGH VERTICAL LOW LIFT LIFT LIFT HEADROOM TRACK
VINYL BUMPER ELEVATEOMS AND SECTIONS
ALL SECTIONS
REVERSE -- 2 x 2 ANGLE
ADJUSTABLE Rl
STEEL HINGE
- 3%
VIEW 'A-A'
2 x 2 x 12GA. GALV. ANGLE
CASE HARDENED STEEL ROLLER
EXTERIOR ELEVATION
VIEW "5-0" TOP. BOTTOM. AND ONE INTERMEDIATE RAIL
EXTRUDED ALUMINUM ADJUSTAQLE INCUNE ROLLER BRACKET TRACK DETAIL 'RAT0 R S
EL FLD-115-Draw Bar Y3-HP; 115 V medium t doors, high usage type of installation: low head- ind regular lift doors.
'L FLHD-XXHP-Draw Bar M-1HP; voltage as re- large doors, high usage type of installation: low om and regular lift doors.
MODEL FLJ-XXHPJack Shaft M-HP; voltage a wired, large doors, high usage type of installatic lift, vertical lift, and inclined pitched doors.
All Operators Are Furnished With Quick Disconr iliary Chain Hoist If Specified. The Above Operators May Also Come With Rev Safety Edge And Radio Control If Specified.
SPECIFICATIONS MODEL 350 NL METAL: 6063-T5 extruded aluminum alloy with .070 min. wall. heat treated and aged to maximum hardness. Anodized in a
Class II finish. Clear or dark bronze are standard. Custom colors on request.
DOOR THICKNESS: 1 % inches.
JOINTS: All butt joints are trued, tightened, and smoothed.
RAILS AND SnLES: Bottom rails and end stiles are 3% inches
wide and 1% inches thick. Combined width of meeting rails is 2% inch. Vertical muntins are 1 %e inches wide. %e inch diameter through bolts with nuts and washers join stiles and rails.
GLAZING: Panels are encased in vinyl mouldings, held in place by aluminum snap-in beads and factory glazing when specified. COUNTERBAIANCE: Mounted set of torsion springs and galva- nized aircraft type cable. WEATHERSTRIP: Factory applied vinyl weatherstrip across the full width of the bottom rail. Normally Hand Operated With Rope Pulls.
SPECIFlCATlONS MODEL 450HD METAL 6063-T5 extruded aluminum alloy with .090 heat treated and aged to maximum hardness. Anoi
Class II finish. Clear or dark bronze are standard. Cust
on request. DOOR THICKNESS: 1 % inches.
JOINTS: All butt joints are trued, tightened, and smoo
RAILS AND STILES: Bottom rails are 5 inches wid€ stiles are 3% inches wide and both are 1 3/4 inches th bin& width of meeting rails is 2% inches. Vertical munt inches thick. %e inch diameter through bolts with washer join stiles and rails.
GLAZING: Panels are encased in vinyl mouldings, he1 by aluminum snap-in beads and factory glazed when : COUNTERBALANCE: Mounted torsion springs and (
aircraft type cable. WEATHERSTRIP Factory applied vinyl weatherslrip : full width of the bottom rail. Chain Hoist Or Electrical Operators On Larger Doors
FIRESTATION # 1 CARLSBAD, CALIFORNIA
I .C - -- __
SECTION 08710
FINISH HARDWARE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included :
1. Furnish finish hardware required to complete the Work
as shown on the Drawings and as specified herein;
2. Furnish trim attachments and fastenings, specified or
otherwise required, for proper and complete installa-
tion ;
3. Deliver to the job site those items of finish hardware scheduled to be installed at the job site; and deliver to other points of installation those items of finish hardware scheduled to be factory installed.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 of
these Specifications.
Sections of these Specifications.
2. Installation of finish hardware is described in other
C. Definitions:
1 . " Ha r dw a re g r o up s " :
are as shown on the Door Schedule.
1.2 QUALITY ASSURANCE
A. Provide the services of an AHC or DAHC member of the Arner-
ican Society of Architectural Hardware Consultants to:
1. Be available for consultation with the Architect at no
additional cost to the Owner during progress of con- struction;
a. Inspect installation of all finish hardware items; b. Make all minor adjustments required; and c. Report to the Architect on completeness of the
2. Be present at completion of construction, and:
installation.
B. The hardware consultant may be an employee of the supplier.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 013GO.
FINISH HARDWARE
08710-1
1
FIRESTATION f 1 CARLSBAD, CALIFORNIA
__-- -___-- - .-
B. Product data: Within 45 ca1,cndar days after the Contractor
has received the Owner's tdotice to Procced, submit:
1. Materials list of items proposcd to bc provided under
this Section.
a. In this regard, note that the Finish Iiardwarc
4lD
Schedule sheet A-5, Drawings is firm and that substitutions will not he considered except as
approved in advance by the Architect or as shown to
be required because of non-availability of the
specified item.
lieve the Contractor of the responsibility to pro-
vide all finish hardware items required for the
Work even though such required items may not have been shown on the approved list.
. b. Approval of this list by the Architect will not re-
C. Samples: 1. b7ithin 15 calendar days after being so requested by the
Architect, deliver to the Architect Samples of each
finish hardware item.
vided those Samples which are approved hy the Architect
are positively identified and are installed in the Work
at locations agreed to be the Architect.
2. All Samples will be returned to the Contractor; pro-
D. Templates: In a timely manner to assure orderly progress of the Work, deliver templates or physical samples of the
approved finish hardware items to pertinent manufacturers
of interfacing items such as doors and frames.
1.4 PRODUCT HANDLING
(I,
A.
3. Individually package each unit of finish hardware, complete
with proper fastenings and appurtenances, clearly inarked on
the outside to indicate contents and specific locations in
the Work.
Comply with pertinent provisions of Section 01'460
PART 2 - PRODUCTS
2.1 GENERAL
A. Fasteners:
1. Furnish necessary screws, bolts, afid other fasteners of
suitable size and type to anchor the hardware in posi-
tion for long life under hard use.
2. Where necessary, furnish fasteners with toggle Dolts,
expansion shields, sex bolts, and other anchors ap-
proved by the Architect, according to the material to
which the hardware is to be applied and accordinq to
the recommendations of the hardware manufacturer.
FIN ISH HARDWARE
.I 08710-2 ab
FIRESTATION # 1 CARLSBAD, CALIFORNIA
-__ -_ .L -
3- Provide fasteners which ,harmonize with the hardware as
to finish and material.
B. Where butts are required to swing 180 degrees, furnish
butts of sufficient throw to clear the trim.
C. Furnish silencers for door frames>at the rate of three €or each single door and two €or each door or pair of doors;
except weatherstripped doors and doors with light seals or
sound seals.
2.2 KEYING ( to be verified with the Owner)
A. Factory key, masterkey, and grand-masterkey locks and cyl-
inders as directed by the Owner.
B. Furnish three keys for each lock, twelve masterkeys €or
each set, and three grand-masterkeys.
C. Construction keying:
1. Furnish a construction masterkey system with 15 keys
2. Use only the construction keys during construction.
3. Epon Substantial Completion of the Work, as that Date
for locks and cylinders.
is established by the Architect, void the construction
key system and, in the presence of the Owner,
demonstrate that the specified keying system is opcra- ting properly.
D. Identification and delivery:
1. Factory stamp permanent keys, "DO NOT DUPLICATE."
2. Identify permanent keys with tags, and send direct to
the Owner by registered mail or receipted personal
delivery -
2.3 TOOLS AND MANUALS
A. With the delivery of permanent keys, deliver to the Owner
one complete set of adjustment tools and one set of main-
tenance manuals for locksets, latchsets, closers, and panic
devices.
2.4 ACCEPTAELE PRODUCTS
A. Single source for items:
1. Except as specifically otherwise approved in advance by
the Architect, furnish for each item (such as "door butt type 1") only the product of a single manufacturer (such as "Soss BB 1279").
items (such as "door butts") only as the product of a
single manufacturer (such as "Soss") .
2. To the maximum extent practicable, furnish similar
FINISH HARDMIARE
08710-3
I
FIRESTATION # 1 CARLSBAD, CALIFORNIA
- I- -
B. For each of the required items of finish hardware, provide
from the specified manufacturer or from one of the indi-
cated acceptable substitutes. (note that not every item listed below is necessarily used in this project)
Item: Manufacturer : substitute :
Butts : soss McKinney or
Locks : Schlage None
Closers I Reading LCN or Norton
Floor closers: Rixson None Panic bolts: Von Duprin None
Thresholds: Pemko Reese or Zerc
Auto bolts: Door Controls Glynn Johnsor
Coordinators: Door Controls Glynn Johnsor Miscellaneous: Quality Trimco or
Builders Bra:
Smoke closers: Rixson LCN or Nortor OH conc. closers: Jackson Rixson Spec. locks: Adams- Ri te None
11 . Simplex -(Unicam) None
a
Accept ab le
Stanley
11
C. Provide the finishes shown on the schedule.
2.5 OTHER PATERIALS
A. Provide other materials, not specifically dcscribed but re- quired for a complete and proper installation, as selected
by the Contractor subject to the approval of the Architect 0
PART 3 - EXECUTION
3.1 DELIVERIES
A. Stockpile items sufficiently in advance to assure their
availability, and make necessary deliveries in a timely
manner to assure orderly progress of the total Work.
3.2 COORD IN AT1 ON
A. Coordinate as necessary with other trades to assure proper
and adequate provision in the work of those trades €or in-
terface with the work of this Section.
B. Upon completion of the Work, and as a condition of its ac-
ceptance, provide the inspection, adjustment, and report described in Article 1.2 above.
3.3 FINISH HARDWARE SCHEDULE
A. Furnish the hardware in the amounts indi
cated on the Drawings.
FINISH HARDWARE dB 08710-4
FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 08800
ALUMINUM WINDOWS, GLASS & GLAZING
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The general provisions and Division 1 are a part of, and a, to this section.
1.2 SCOPE
1.2.1 WINDOWS: Furnish the labor, materials and equipment to
install aluminum windows; complete as shown on the appr
drawings, schedules, and as specified herein.
1.2.2 SHOWER DOORS: Furnish and install shower doors complete shown on approved drawings and specified herein.
1.2.3 MIRROR: furnish and install mirror in washroom complete
shown on the approved drawings.
7 .3 SAMPLES
Submit samples of mirror and trim, and shower doors to the owner for approval. SEE SECTION 01300.
1.4 CODES AND STAf4DARDS
All glazing compounds and methods of glazing shall be in accordance with the applicable portions of the Flat Glass Jobbers Association "Glazing Manual", "Glazing Sealing Sys Manual", and applicable sections of the latest "Uniform Building Code", Chapter 54, "Glass and Glazing".
PART 2 - PRODUCTS
2.1 MATERIALS -
2.2.1 Sliding window units; (FURNISHED BY OTHERS) shall be as
manufactured by Windowmaster Products, El Cajon Californ
Masterline Series 410 or 420 with screens. Roll formed
aluminum frames with screens. Finish: Clear Aluminum a
Glazing: Factory-installed 3ngl.glazing as standard wit
this series.
2.2.2 Shower door panel frames and framing shall be bring anod
aluminum, glazed with obscure glass:
Mississippi Pattern Glass .218 inches thick pluralite,
ALUMINUM !dINDOWS, GLASS & G
08800-1
..I
CARLSBAD, CALIFORNIA FIRESTATION # 1
tempered. Submit samples and drawings. Substitutes as apprc by Architect. a
2.2.3 Mirrors shall be 1/4 inch Float Glass with polished edges, and chromed "J"- Mold top and Sottom. See plans/sched. for Mirror at Toilet #107.
2.2.4 Provide other materials not specifically described but req' for a complete and proper installation as selected by the
Contractor subject to the approval of the owner and or the
Project Manager.
PART 3 - E'XECUTION
3.1 GENERAL REQUIREMENTS
3.1.1 Companies accomplishing the fabrication and installation of the glass mirrors, and the shower door units shall be companies that have been specializing in those fields for a period of five years.
3.1.2 Sizes indicated on the approved drawings are approximate. The actual dimensions shall be determined byfjeld measurer
3.1.3 The aluminum windows to be installed according to the man1 facturers instructions by the General Contractor. a 3.2 REPLACEMENT AND CLEANING
After the installation of the windows and the glazing work glass surfaces shall be cleaned and inspected for defects, the labels removed. After cleaning the work shall be prote
from damage until job completion. Any replacement shall be Contractors responsibility.
END OF SECTION
ALUMI'NUM WINDOWS, GLASS & GLAZIP
08800-2 a-
FIRESTATION # 1 CARLSBAD, CALIFORNIA
- -
SECTION 09200
CEMENT PLASTER ( I STUCCO' ) ( patch and repair only; no new work)
PART 1 - GENERAL
1.1 GENERAL CONDITION
The General Provisions and Division 1 are a part of and app to this section.
1.2 SCOPE
The work under this section includes everything necessary fi
and incidental to executing and completing the cement plasti
work.
1.3 GENERAL REQUIREMENTS
1 .3.1 Applicable portions of the "Lathing and Plastering Refer1 Specifications", published by the California Lathing and Plastering Contractor's Association (CLPCA) is a part of
sect ion.
1.3.2 APPLICATOR: Company specializing in cement plaster work \
1.3.3 Cooperate with other trades in coordinating their work
five years documented experience.
required in conjunction with work under this section.
1 .4 PROTECTION
Protect all adjoining work and surfaces from plaster, and 01 water damage. Any damages resulting from the work of this section shall be cleaned, removed or the material replaced ( directed by the owner and or the Project Manager.
PART '2 - PRODUCTS
2.1 PRODUCTS
2.1.7 Portland Cement shall conform to ASTM C-150, TYPE I, grey
2.1.2 Sand shall conform to ASTM C-144, and shall be sharp, cli and free of clay.
2.1.3 Water shall be clean and potable.
CEMENT PLASTER
09200-1
FIRESTATION t 1 CARLSBAD, CALIFORNIA
2.1.4 Plaster for finish coat shall be'Ixpo' stucco exterior or
approved equal, factory sacked with integral color.
4D
2.1.5 All color shall be from the same color run and all bags be marked from the same production run. TO MATCH EXISTIH
2.1.6 STUCCO LATH: 17 gauge galvanized line wire, 15 pound asF
impregnated building felt and 1-1/2 inch hex, 17 guage
galvanized stucco netting.
2.1.7 NAILS FOR WOVEN WIRE MESH: Approved self-furring galva nails with not less than 3/4 inch penetration into back
2.1.8 MISCELLANEOUS ITEMS: Furnish all items shown on drawin or as necessary for a complete installation.
END OF SECTION
e
CEMEhT PLASTER 0
09200-2
FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 09250
GYPSUM WALLBOARD SYSTEM
PART 1 -GENERAL
1 .l GENERAL CONDITIONS
The General Provisions and Division 1 are a part of and
apply to this section.
5.2 SCOPE
Provide labor, material, and equipment to install Gypsum
Drywall and accessories as shown on the approved drawings and as specified h’ere‘in; and to provide wallboard systems
for wallboard systems for various wall closures, and patching for related trades due to modifications required involving those trades. Prepare for and provide gun app
ceilings as called for in the finish schedule on Sheet 4- of the approved drawings. Secure any loose, existing gyp. and refinish to match existing.
- texture to all new work and to all existing walls and
1.3 QUALITY ASSURANCE
Provide skilled workmen who are thoroughly trained and
experienced.in the necessary crafts and who are complete1 familiar with the requirements and methods to perform th work in this section.
PART 2 - PRODUCTS
2.1 MATERIALS
2.1.1 GYPSUM WALLBOARD: ASTM36, recessed edges for exposed surfaces in 48 inch widths and in such length as will minimize the number of vertical joints. Shower room, and washroom walls and ceilings shall be water resistan
tY Pe *
TYPE W bugle-head spiral threaded type, 1-1/4 inches in length.
2.1.2 SCREWS: ASTM C 646, corrosion resistant self tapping
2.1.3 METAL TRIM AND CORNER SEADS: Electrogalvanized steel
not lighter than 26 gauge with taping flanges as rnanu- factured or recommended by the drywall manufacturer, co beads at all outside corners and I’J” trim members where abutting to other materials.
GYPSUM WALCSOARD SYSTEM
09250-1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
-.. ._
(I) 2.1.4 FINISH MATERIALS: ASTM C475, joint type, joint bedding compound, finish cement, adhesive; and laminating supplie or recommended by the wallboard manufacturer.
2.1.5 OTHER MATERIALS: To he provided though not specifically described byt required for a complete and proper installat
PART 3 - EXCUTION
3.1 INSTALLATION
3.1.1 WALLS: Install wallboard horizontally with long dimension across studs, vertical joints centered on supports and staggered on walls so that four boards will not meet a common point, and so as not to occur on directly opposite sides of the same stud. Secure to each stud with screws keepifig screws 3/8 inch from edges.
3.1.2 CEILINGS: Install wallboard to ceilings with long dimen:
at right angles to the supporting members.
screw drivers so head of screw fastener is just below
the wallboard surface without breaking surface paper. Space fasteners according to code approvals. Secure any
3.1 .3 ATTACHING:. Drive screws with clutch controlled'poiv2r'
0 loose, existing gyp. bd.
3.1.4 JOINT TREATMENT AND FINISHING: Apply joint bedding compound, tape and at least two coats of finishing
compound over all exposed joints. Apply joint compound and two or more layers of finishing compound over screw- heads. Finish inside corners with joint compound, tape and finishing compound. Finish outside corners with gypsum wallboard metal corner reinforcemant and finishin
compound. Provide "J" metal caging bead at all edges
of wallboard that abut other materials. Make joints, tt and attachments non-apparent following application of paint and other finishes. If joints and fasteners are apparent after finishes correct defects to owners satisfaction at no extra cost to owner.
3.1.5 TEXTURE: After all finish coats have been applied and inspected by the Project Manager a gun applied texture shall be applied to all surfaces as called for on the approved drawings. Texture samples to be submitted for
approval by Architect. 3.7 CLEAN UP
3.2.1 In addition to other requirements for cleaning, use necE
care to prevent scattering and tracking gypsum and joint a compound onto floor surfaces.
GYPSUM WALLBOARD SYSTEM
09250-2
FIRESTATION # 1 CARLSBAD, CALIFORNIA
-_._
3.2.2 At completion of each segment of installation in a room or space, pick up and remove all debris, and
surplus materials of this section. Upon completion
of a71 work in this section the jobsite shall be
thoroughly cleaned and traces of compound shall be scraped from floors, scraps and debris shall be hauled from the site. The site shall be left clean and orderly for other trades that follow.
END OF SECTION
GYPSUM WALLBOARD SYSTEM
09250-3
I1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
e
SECTION 09310
CERAMIC TILE
PART 1 - GENERAL
1.1 DESCRIPTION
A, Work included: Provide ceramic tile where shown on the
Drawings, as specified herein, and as needed for a complete
and proper installation.
E. Xielated work:
1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 of
these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are
completely familiar with the specified requirements and the methods needed for proper performance of the work of this
Section -
E. Provide manufacturer's Master Grade Certificate stating
4D
type and location of each tile material in this Section.
1.3 SUBIIITTALS
A. ComFly with pertinent provisions of Section 01340.
B. Product data: Within 45 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
this Section.
2. Manufacturers' specifications and other data needed to
prove compliance with the specified requirements.
3. Samples of each type, class, and color of ceramic tile
required, not less than 12" square, mounted on plywood or hardboard backing, and grouted as specified.
C. Except when specifically exempted by the Architect, submit
Master Grade Certificates for each shipment of ceramic tile
prior to arrival of the shipment at the job site.
1.4 PRODUCT HANDLING
A. Comnly with pertinent provisions of Section 01G40.
CEWIIC TILE e 03310-1 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
PART 2 - PRODUCTS
2.1 CERAMIC TILE
A. Provide ceramic tile and accessories complying with Tile
Council of America Specification 137.1, in colors and pat-
terns selected by the Architect from standard colors and
patterns of the approved manufacturers.
I3. Floor tile: ‘1. Provide coefficic.t of friction not less than 0.50 when
tested in accord.. :e with ASTM F489, ASTM F609, and the
National Bureau of Standards Technical Note 895.
Sacks or Americar, Olean, or equal prociucts approved
in advance by the Architect.
2. Provide tile, as scheduled, as manufactured by Ann
C. For base, shwr. curb , and wall surfaces, provide matte
glazed units 4-1/4“ x 4-1/4“, (see schedule . manufactured
by Aiierican Olean, or equal products approved in advance by
the Architect.
D. Provide standard accessory shapes as required.
2.2 SETTING MATERIALS
A. Comply with pertinent recommendations contained in the Tile
Council of America “Hanlbook for Ceranic Tile Installation“.
B. Latex-portland cement mortar:
1. Provide a commercially prepared mixture of portland ce-
ment and special latex additive for use as a bond coat
for setting tilc.
2. Comply with ANSI iil18.4.
C. Organic adhesive:
1. Provide a prepared organic material, ready to use with
no further addition of liquid or Dowder, which cures or sets by evsqoration.
prolonged \\iter presence and using type I1 at all other
locations.
2. Comply wit: ANSI A136.1, using type I where exposed to
D. Special tile setting mortars will be considered by the
Architect when complete technical data is submitted in ad-
vance.
2.3 GROUT
A. Comply with pertinent rccomendations contained in the Tile
Council of America “Handbook for Ccranic Tile Installation”
in colors selectcd by the Architect from stand~xd colors available from the appro\-ed ma.nufacturcrs.
ClZ!?AYiC TILE
09310-2 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
B. Commercial portland cement,grout:
1. Provide a commercially prepared mixture of portland cc-
ment and other ingredients producing a water-resistant,
dense, uniformly colored material.
posed material prior to use.
e
2. Secure the Architect's specific approval of the pro-
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but rc-
quired for a complete and proper installation, as selected
by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper con?letion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION
A. General:
1. Comply with ANSI A108.1, ANSI A108i2, and the "I-Iandbook
for Ceramic Tile Installation" of the Tile Council of
America, except as otherwise directed by the Architect or specified herein.
2. Maintain minimum temperature limits and installation practices recommenced by materials manufacturers.
3. Do not install tile floors over membrane until the mem-
brane has been tested and accepted.
e
B. Limits of tile: 1. Extend tile into recesses and Gnder equipment and fix-
2. .Terminate tile neatly at obstructions, edges, and cor-
tures to form a corn?lete covering without interruptions
ners, without disruption of pattern or joint alignment.
C. Joining pattern:
1. Lay tile in grid pattern unless otherwise indicated on
2. Align joints when adjoining tiles on floor, base, trim
3. Layout tile work, and center the tile fields both di-
4. Adjust to minimize tilc cutting.
5. Provide uniform joint widths.
the Drawings or directed by the Architect.
and walls are the same size.
rections in each space or on each wall area.
D. Provide expansion and control joints where shown on the
Drawings, and where otnerwise recommended by the "Handbook
CERUIIC TILE a 39310-3
FIRESTATION # 1 CARLSBAD, CALIFORNIA
for Ceramic Tile Installation" of the Tile Council of Amer-
ica, sealing in accordance with Section 07920 of these
Specifications.
E. Cleaning:
1. Upon complction of placing and qrouting, clean the work of this Section in accordance with recommendations of
the manufacturers of the materials used.
2. Protect metal surfaces, cast iron, and vitreous items
from effects of acid cleaning.
3. Flush surfaces with clean water before and after clean-
ing -
F. Provide tile surfaces clean and free from cracked, broken,
chipped, unbonded, and otherwise defective units.
G. Provide required protection of tile surfaces to prevent
damage and wear prior to acceptance of the Work by the Owner.
END OF SECTION
CERAMIC TILE
09310-4
I.
FIRESTATION f 1 CARLSBAD, CALIFORNIA
- ___I____ e
SECTION 09510
ACOUSTICAL CEILINGS
PART 1. - GENERAL
1.1 DESCRIPTION
A. Work included: Provide acoustical ceilings where shown on the Drawings, as specified herein, and as needed for a
complete an-d proper installation.
3. Related work:
1. Documents affecting work of this Section include, but
arc not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifica"' cions.
1.2 QUALITY AS SU RANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experiencec in the necessary crafts and who arc completely familiar wikh the specified requirements and thc
methods needed for proger performance of the work of this Section.
1.3 SUBMITTALS
al
A. Comply with pertinent -,revisions of Section 013(-lO.
3. Product data: Within 45 calendar days after the Contract0
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to
prove compliance with the specified requirements;
3. Shop DrawincJs in sxfficient detail to show suspension,
layout, lateral restraint, installation, anchorage, and interface of the work of this Section with the work of adjacent trades;
4. Manufacturer's recommended installation procedures
which, when approved by the Architect, will become tht basis for acceptifig or rejecting actual installation procedures used on the Work.
1.4 PRODUCT IIANDLING
A. Comply with pertinent ?revisions of Section 014GO
ACOUSTICAL CEILINGS e 09510-1
CARLSBAD, CALIFORNIA FIRESTATION # 1
a'
1.5 EXTRA STOCK
A. Deliver to the Owner for his use in future modifications,
an extra stock of approximately 108 of each type of acous-
tical material installed, packaging each type of material separately, distinctly marked, and adequately protected
against deterioration.
PART 2 - PRODUCTS
2.1 "T" GRID SYSTEM
A. Provide a complete systea of supporting members, anchors,
wall cornices, adapters for light fixtures and grilles,
and accessories of every type required for a complete sus-
pended "T" grid systein of the arrangements shown on the Drawings, in color or colors selected by the Architect
from standard colors of the approved manufacturer, and
complying with pertinent requirements of Underwriters iab-
oratories, Inc., and the governmental agencies having jur- isdiction.
B. Acceptable products: 1. Chicago Metallic Cor?., 5501 Downey Boulevard, Vernon, California 90058 (213) 582-1100:
a. Ceiling system type 1: "Snap Grid 500";
2. Squal products of otner manufacturers when approved in
advance by the Architect.
2.2 AC GL' ST I C A L C E I L I N G PAN E L S
A. Acceptable products: 1. Grefco Building Pro2ucts Division, 3450 llrilshire Boul-
evard, Los Angeles, California 90010 (213) 381-5081:
a. Ceiling system t:-?e 1: Class 25 "Permalite" lay-
pattern; wi.th washable surface (24 X 48")
in acoustical. paxels, .non-directionall _c .
2. Equal products of ot5er manufacturers when approved in
advance by the Architect-
2.3 OTHER MATERIALS
A. Provide other materials, not specifically described but re-
quired for a complete a32 proper installation, as selected
by the Contractor subject to the approval of the Architect.
ACGUS T I C.\L CE I L I NGS
09510-2 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
0
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION, GENERAL
A. Except as modified by requirements of governmental agen-
cies having jurisdiction, recommendations of the manufac-
turer as approved by the Architect, or specific directions of the Architect, install in accordance with ASTM C636 and
the pertinent UL design requirements.
B. Lateral bracing:
1. Provide lateral bracing as required by pertinent codes
and regulations.
2. Secure lateral bracing to structural members. Secure
at right angles to the direction of the partition and
four ways in large ceiling areas.
C. Provide hold-down clips for ceiling boards only when so re-
quired by governmental agencies having jurisdiction.
D. Make all grid level within a tolerance of one in 1000 and
straight within a tolerance of one in 1000.
3.3 INSTALLATION OF ACOUSTICAL MATERIALS
0
A. "T" grid system: Instail acoustical ceiling boards so
linearity of facing is as directed by the Architect.
3.4 CLEANING UP
A. In addition to other stipulated requirements for cleaning,
completely remove finger prints and traces of soil from
the surfaces of grid ane acoustical materials, using only
those cleaning materials recommended for the purpose by
the manufacturer of the xaterial being cleaned.
END'OF SECTION
ACOUSTICAL CEILINGS
09510-3 a
FIRESTATION f 1 CARLSBAD, CALIFORNIA
.-
SECTION 03680
CARPETING
PART 1 - GENERAL
1.1 DESCRIPTION
k. Work included: Provide carpeting and carpet accessories
where shown on the Drawings, as specified herein, and as
needed for a complete and proper glue-down installation.
B. Related work:
1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUAL I TV ASSURANCE
A. Use adequate numbers of skilled workmen who arc thoroughly
trained and experienced in the necessary crafts and who are
conpletely famil..ar with the specified requirements and the
methods needed for proper performance of the work of this
Section -
S U 2X I 'i'T AL S 1.3
A. Con?ly with pertinent provisions of Section Ol3gO.
a. Product data: Within 60 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. .Xaterials list of items proposed to be Frovided under
this Section;
2. Manufacturer's specifications and other data needed to
prove compliance with the specified requirements;
3. Shop Drawings showing location of seams and locations and types of carpet metal and accessories.
4. Samples of the full range of colors and patterns of
carpet and of exposed accessories available from the
proposed manufacturers in the specified qualities.
5. Manufacturer's recormended installation procedures
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
C. After the Architect has selected the color and pattern,
submit three Samples of each specified color and pattern
from the stock proposed to be installed. Secure the Arch-
itect's approval o€ these Samples prior to installation.
CAX'ETING.
09680-1 .
14
FIRESTATION # 1 CARLSBAD, CALIFORNIA
-
1.4 PRODUCT HANDLING a
A. Comply with pertinent provisions of Section 01640.
PART 2 PRODUCTS
2.1 CARPET: as selected by Owner
2.2 OTHER MATERIALS
A. Adhesives; 1. Provide white latex carpet adhesive such as W.W. Henry Company YO. 356, Roberts Company No. 41-0504, an equal approved by the Architect and recommended f the purpose by the manufacturer of the proposed carp
2. Provide seam adhesive such as W. W. Henry Company No 246, Roverts Company No. 41-0502, or an equal appro by the Architect and recommended for the purpose by the manufacturer of the proposed carpet.
B. At intersection of carpet and floor tile, provide MercE Plastic Company, Inc. "Custom Edge Carpet Bar No. 90," vinyl, or equal, in color selected by the Architect.
C. Provide other materials, not specifically described by
quired for a complete and proper installation, as sele
by the Co'ntractor subject to the approval of the Archi
e
?ART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of t
Section will Se performed. Correct conditions detrime to timely and proper completion of ths Work. Do no pr ceed until unsatisfactory conditions are corrected.
3.2 SURFACE PREPARATION
A. Immediately prior to installation of the work of the Z tion, thoroughly clean substrata and remove oil, grea? paint, varnish, hardeners, and other items which woull
versely affect the bond of adhesive.
B. Make substrata level and free from irregularities. A
one constant floor height after carpet is installed,
ing low spots and grinding high spots as required.
CARPET1 NG 0
09680-7
FIRESTATION f 1 CARLSBAD, CALIFORNIA
-- -
3.3 INSTALLATION
A. General: 1. Glue directly to the floor, using no pads and no foam.
2. Scribe the carpet accurately to vertical surfaces.
3. Align the lines of carpet, as woven, using no fill
strips less than 6" wide, laying all carpet in the
same direction unless specifically directed othervise
by the Architect.
4.' Where carpeting is used on the walls, install as di-
rected by the manufacturer, and trim the top edge and
exposed vertical edges with a brass cap approved by the Architect.
B. Seams:
1. Locate seams only where shown on the approved Shop Drawings, or where specifically otherwise approved by the Architect. 2. Locate seams to the maximum extent practicable out of
the way of traffic.
3. Fabricate seam by the compression method, using a butt joint, and properly bead and seal. 4. Do not stretch seams.
C. In addition to the cleariing rzquirements stated else- where, thoroughly clean carpet and adjacent surfaces prior to fin,al acceptance of the carpeted areas by the Owner.
3.4 PROTECTION
A. Provide a heavy non-stalning paper or plastic walkway as required over carpeting in direction of traffic, maintain- ing intact until carpeted space is accepted by the Owner.
3.5 SURPLUS MATERIAL
A. Allow the Owner to inspect and select from scrap carpet remaining after the installation. Bundle, wrap in burl,
and deliver to the Owner the carpet scraps selected by
him.
END OF SECTION
CARPET1 X3
09680- 7
IJ
FIRESTATION f 1 CARLSBAD, CALIFORNIA
0
SECTION 09900
PAINTING
PART 1 - GENERAL
1.1 DESC RIP T I ON
A. Work included: Paint and finish the exterior and interior exposed. surfaces listed on the Painting Schedule in Part 3
of this Section, as specified herein, and as needed for a
complete and proper installation.
3. Related work:
1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1
of these Specifications.
2. ?riming or priming and finishing of certain surfaces
may be specified to be factory-performe2 or installer-
performed under pertinent other Sections.
C. Kork not included:
1. iinless otherwise indicated, painting is not requircd
on surfaces in concealed areas and inaccessible areas
such as furred spaces, foundation spaces, utility tun- nels, pipe spaces, and duct shafts.
chromium plate, copper, bronze, and similar finished
materials will not require painting under this Section
except as may be so specified.
3. Do not paint moving parts of operating units; mechani-
cai or electrical parts such as valve operators; link-
ages; sensing devices; and motor shafts, unless other-
wise indicated.
4. Do not paint over required labels or equipment identi-
fication, performance rating, name, or nomenclature
plates.
0
2. Metal surfaces of anodized aluminum, stainless steel,
5. Do not paint concrete which has been sandblasted.
D. Definitions: 1. "Paint," as used herein, means coating systems materi-
als including primers, emulsions, epoxy, enamels,
sealers, fillers, and other applied materials whether
used as prime, intermediate, or finish coats.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who arc
?AINTING 4D 09900-1.
FIRESTATION # 1 CARLSBAD, CALIFORNIA
complctely familiar with the specified requircmcnts and thc
methods nccded for proper performance of thc work of this
Section.
E. Paint coordination: 1. provide finish coats which are compatible with the
prime coats actually used.
2. Review other Sections of these Specifications as re-
quired, verifying the prime coats to be used and as-
suring compatibility of the total coating system for
the various substrata.
tics of the specific finish materials to assure that
compatible prime coats are used.
4, Provide barrier coats over noncompatible primers, or
remove the primer and rcprime as required.
5. Notify the Architect in writing of anticipated prob-
lems in using the specified coating systems over prime-
coatings supplied under other Sections.
3. Upon request, furnish information on the characteris-
1.3 S U 3!.2 I TTAL S
A. Coxply with pertinent ??revisions of Section Ol?[JO.
B. Product data: Within 35 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Itaterials list of itcms proposcd to be providcd undcr
2. Manufacturer's specifications and other data needed to
this Section;
prove compliance with the specified rcquirements.
C. Samples:
1. Following the selection of colors and glosses by the
Architect, as described under "Color Schedules" in
Part 2 of this Section, submit Samples for the Archi-
tect's review.
a. Provide three Samples of each color and each gloss
for each material on which the finish is specified
to be applied.
b. Except as other.<ise directed by the Architect,
make Samples approximately 8" x 10" in size.
c. If so directed by the Architect, submit Samples
during progress of the Work in the form of actual application of the approved materials on actual
surfaces to be painted.
2. Revise and resubmit each Sample as requested until the
required gloss, color, and texture is achieved. Such
Samples, when approved, will become standards of color
and finish for accepting or rejecting the work of this Section.
3. Do not commence finish painting until approved Samplcs
are on file at the job site.
?AI NT I NG
0 9 9 0 0 - 2.
I.:
FIRESTATION # 1 CARLSBAD, CALIFORNIA
a 1.4 PRODUCT Il7iNDLING
A. Comply with pertinent provisions of Section 01640.
1.5 JOB CONDITIONS
A. Do not apply solvent-thinned paints when the temperature
of surfaces to be painted and the surrounding air tcmpera-
tures are below 45 degrees F, unless otherwise permitted
by the manufacturers' printed instructions as approved by
the Architect.
E. Weather conditions:
1. Do not apply paint in snow, rain, fog, or mist; or
when the relative humidity exceeds 85%; or to damp or
wet SurfacCs, unless otherwise permitted by the manu-
facturers' printed instructions as approved by the
Architect.
2. Applications may be continued during inclement weather
Gnly within the terperature limits specified by the
paint aanufacturer 2s being suitable for use during
application and drylng periods.
1.6 EXTRA STOCK
A. Upon completion of the i..;ork of this Section, deliver to
the Owner an extra stock equaling 10% of each color, type,
and gloss of paint used in the Work, tightly sealing each
container, and clearly labeling with contents and loca-
tion where used.
e
PART 2 - PRODUCTS
2.1 PAINT MATERIALS
A. Acceptable materials: 1. The Painting Schedule in Part 3 of this Section is
based, in general, on products of the Sinclair Paint
Company.
2. Equal products of Frazee, Dunn-Edwards, or other nanu-
facturers approved in advance by the Architect, may be
substituted in accozdance with provisions of the Con-
tract.
by name and number in the Painting Schedule, provide
under the product data submittal required by Article
1.3 of this Section a new painting schedule compiled
in the same format .;sed. €or the Painting Schedule in-
cluded in this Section.
3. Where products are ?reposed other than those specified
I3. Undercoats and thinners:
1. Provide undercoat paint produced by the same manufac-
PAINTING. a 09900-3.
FIRESTATION I 1 CARLSBAD, CALIFORNIA
turer as the finish coat.
2. Use only the thinners recommended by the paint manu-
facturer, and use only to the recommended limits.
3. Insofar as practicable, use undercoat, finish coat, and thinner material as parts of a unified system of paint finish.
2.2 COLOR SCHEDULES
A. The Owner will prepare a color schedule with samples for guidance in painting.
2.3 APPLICATION EQUIPMENT
A. For application of the approved paint, use only such equipment as is recommended for application of the parti
ular paint by the manufacturer of the particular paint, and as approved by the Architect.
proposed equipment is actually compatible with the matel
a1 to be applied, and that integrity of the finish will not be jeopardized by use of the proposed equipment.
- B. Prior to use of application equipment, verify that the
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but
quired for a complete and proper installation, as selec
by the Contractor subject to the approval of the Archit
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of th
Section will be performed. Correct conditions detrimer
to timely and proper completion of the Work. Do not prc
ceed until unsatisfactory conditions are corrected.
PAINT! NG
09900-4
FIRESTATION f 1 CARLSBAD, CALIFORNIA
e 3.2 MATE RIALS PREPARATION
A. General: 1. Xix and prepare paint materials in strict accordance
with the manufacturers' recommendations as approved by
the Architect.
2. When materials are not in use, store in tightly cover-
ed containers.
3. Maintain containers used in storage, mixing, and ap-
plication of paint in a clean condition, free from
foreign materials and residue.
B. Stirring: 1. Stir materials before application, producing a mixture
2. Do not stir into the material any film which may form
of uniform density.
on the surface, but remove the film and, if necessary,
strain the material before using.
3.3 SURFACE PEPARATION
A. General: 1. Perform preparation and cleaning procedures in strict
accordance with the paint manufacturers' recommenda- tions as approved by the Architect.
scheduled to receive paint finish; or provide surface-
applied protection Prior to surface preparation and painting operatiocs.
arca;reinstall the removed items by using workmen who
are skillcd ic the necessary trades. '
4. Clean each surface to be painted prior to applying
paint of surface treatment.
5. Remove oil and grease with clean cloths and cleaning
solvent of low toxicity and flash point in excess of
200 degrees F', prier to start of mechanical cleaning.
.other contaminants from the cleaning process will not
2. Remove removable items which are in place and are not
3. Following completion of painting in each space or a,
6. Schedule the cleaning and painting so that dust and
fall onto wet newly painted surfaces.
B. Preparation of wood surfaces:
1. Clean wood surfaces until free from dirt, oil, and
other foreign substance.
2. Smooth finished wood surfaces exposed to view, using
the proper sandpaper. Where so required, use varying
degrees of coarseness in sandpaper to produce a uni-
formly smooth and unmarred wood surface.
proceed with painting of wood surfaces until the mois- ture content of the wood is 12% or less as mcasured by
a moisturc meter a:>?roved by the Architect.
3. Unless specifically approved by the Architect, do not
.-?
PAINTING
09900-5 a
CARLSBAD, CALIFORNIA FIRESTATION # 1
C. Preparation of metal surfaces: 1. Thoroughly clean surfaces until free from dirt, oil,
and grease. 2. On galvanized surfaces, use solvent for the initial
cleaning, and then treat the surface thoroughly with phosphoric acid etch. Remove etching solution com-
pletely before proceeding. 3. Allow to dry thoroughly before application of paint.
3.4 PAINT APPLICATION
A. General: 1. Touchup shop-applied prime coats which have been dam- aged, and touchup hre areas prior to start of finish
coats application.
a. Do not apply aeditional coats until the completed
b. Only the inspected and approved coats of paint
2. Slightly vary the color of succeeding coats.
coat has been inspectcd and approved.
will be considered in determining the number of
coats applied.
3. Sand and dust between coats to remove defects visible
4. On removable panels and hinged panels, paint the back
to the unaided eye from a distance of five feet.
sides to match the exposed sides.
B. Drying: 1. Allow sufficient drying time between coats, modifying the period as recor-:ended by the material manufacturer
to suit adverse weather conditions.
2. Consider oil-base and oleo-resinous solvent-type paint as dry for recoating when the paint feels firm, does
not deform or feel sticky under moderate pressure of
the thumb, and when the application of another coat of
paint does not cause lifting or loss of adhesion of the undercoat.
C. Brush applications:
1. -Brush out and work the brush coats onto the surface in
2. Cloudiness, spotting, holidays, laps, brush marks, an even film.
runs, sags, ropiness, and other surface imperfections
will not be acceptable.
D. Spray application: 1. Except as specifically otherwise approved by the Arch-
itect, confine spray application to metal framework and
similar surfaces where hand brush work would be infer- ior.
provide the hiding equivalent of brush coats.
film thickness of ti;o coats in one pass.
2. Where spray application is used, apply each coat to
3. Do not double back :iith spray equipment to build up
PAINTING .
09900-6 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
E. For completed work, match the approved Samples as to tex-
ture, color, and coverage. Removc, refinish, or repaint
work not in compliance with the specified requirements.
*
F. Miscellaneous surfaces and procedures:
1. Exposed mechanical items: a. Finish electric panels, access doors, conduits,
pipes, ducts, grilles, registers, vents, and items
of similar nature to match the adjacent wall and
ceiling surfaces, or as directed.
b. Paint visible duct surfaces behind vents, regis- ters, and grilles flat black.
c. Wash metal with solvent, prime, and apply two
coats of alkyd er,amel.
2. Exposed pipe and duct insulation: a. Apply one coat of latex paint on insulation which
has been sized or primed under other Sections; ap-
ply two coats on such surfaces when unprepared. b. Match color of adjacent surfaces.
c. Remove band before painting, and replace after
3. Hardware: Paint prke coated hardware to match adja-
4. Ket areas:
painting.
cent surfaces.
a. In toilet rooms and contiguous areas, add an ap-
b. For oil base paizts, use 1% phenolmercuric or 4%
c. For water enulsicn and glue size surfaces, use 4%
proved fungicide to paints.
te trachlorophenol .
sodium tetrachlozophenate.
5. Interior: Use "stiple" finish where enamel is speci-
6. Exposed vents: Apply two coats of heat-resistant
4b
fied.
paint approved by the Architect.
3.5 PAINTING SCHEDULE
A. Provide the following paxt finishes.
B. Exterior metal, ferrous: 1. First coat: Chrons oxide primer #15
2. Second coat: Sash and trim primer $248
3, Third coat: Stuc-9-Life #1300
C. Exterior metal, galvanized: 1. Pretreatment: Vinyl wash primer #7113
2. First coat: Zinc dust primer #25
3. Second coat: Sash and trim primer $248
4. Third coat: Stuc-3-Life tf1300
PAIXTING
09900-7 0
FIRESTATION f 1 CARLSBAD, CALIFORNIA
D. Exterior wood:
1. First coat: Exterior wood primer a289
2. Second coat: Stuc-0-Life 81300
3. Third coat: Stuc-0-Life t1300
E. Exterior concrete unit masonry:
1. First coat: Vinyl block primer #lo10
2. Second coat: Stuc-0-Life #1300
F. Exterior cement plaster, concrete, and brick masonry: 1. First coat: Epoprime #l8
2. Second coat: Stuc-0-Life 81300
G. Interior flat wall paint ("F"):
1. On concrete, use:
a, First coat: Pigmented sealer $890
b, Second coat: Sinwall vinyl latex #1700
c. Third coat: Sinwall vinyl latex 81700
a. First coat: Pigmented PVA sealer $1770
b. Second coat: Sinwall vinyl latex 41700
c. Third coat: Sinwall vinyl latex 81700
2. On gypsum drywall, use:
H. Interior semi-gloss enanel ("SGE") :
1. On concrete, use:
a. First coat: Pigmented sealer $890
b. Second coat: Sinco prime undercoater 8975 c. Third coat: Sinco satin enamel $1800
a. First coat: Chrome oxide primer #15
b. Second coat: Sinco prime undercoater #975
c. Third coat: Sinco satin enamel g 1800
a. First coat: Pigmented PVA sealer #1770
b. Second coat: Sinco prime undercoater #975
c. Third coat: Sinco satin enamel #1300
a. First coat: White primer 228
b. Second coat: Sinco satin enamel $1800
a. First coat: Sinco prime undercoater #975
b. Second coat: Sinco satin enamel $1800 c. Third coat: Sinco satin enamel #l800
2. On ferrous metal, use:
3. On gypsum drywall, use:
4. On galvanized metal, use:
5. On wood doors, use:
I. Interior egg-shell enamel ("ESE") :
1. On concrete, use:
a. First coat: Pigmented sealer $890
b. Second coat: Sinco prime undercoater it975 c. Third coat: Porcelain egg-shell enamel #2200
PAINTING
09900-8
FIRESTATION f 1 CARLSBAD, CALIFORNIA
--
SECTIOR 101 50
PLASTIC LAMINATE TOILET COMPARTMENTS
0
PART 1 - GENERAL
1 .1 GENERAL CONDITIONS
The general Provisions and Division 1 are a part of and, apply to this section.
1.2 SCOPE
The work of this section includes the furnishing of all
labor, material, and equipment to measure, fabricate and install ceiling hung plastic laminate toilet compartments complete with all hardware and accessories, as specified herein.
1.3 WORK INCLUDED
The work of this section shall include obtaining on site measurements of finished openings and preparation of all shop drawings required to accomplish the fabrication and
installation of these units.
1 .4 QUALITY ASSURANCE
m
The work of this section shall be accomplished by a compa specializing in this work for a minimum of five (5) years
PART 2 - PRODUCTS
3.1 MANUFACTURERS
2.1.1 Bobrick Washroom Equipment, 1048 series, ceiling hung plastic laminate toilet partitions, or equal, subject t
to Owner’s approval.
2.2 MATERIALS
2.2.1 ‘rlOOD PARTICLE BOARD CORE: Three ply resin impregnated particle board.
finish. Color: See approved drawings.
stainless steel. Brackets to be heavy duty extruded a1 uminum anodized.
2.2.2 PLASTIC LANINATE: General purpose 1/16 inch thick matt
2.2.3 ACCESORIES: Attachmznts, shoes, screws, and bolts to t
2.2.4 HINGES: Non-ferrous cast pivot hinges, gravity type, 1
door close positioning with nylon bearings.
a
PLASTIC LAYINATE TOILET COMPARTMENTS
101 50-1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
.-
2.2.5 LATCH AND KEEPER: Thumb turn door latch, door strike and keeper with rubSer bumper.
2.2.6 C0AT HOOK: Cast alloy with rubber bumper tip.
PART 3 - EXECUTION
3.1 FABRTCATTON
3.1.1 Thickness of partition panzls, doors, and stiles shall
be on? inch.
3.1.2 Fajricate partitions by applying single sheet plastic laminate to faces and edges of core material using adhesive and pressure bonding. Seal edges of cut outs.
Bevel corners and edges.
3.1.3 Reinforcestiles with I1 guage steel core reinforcement sandwiched within particle core at attachment points.
3.2 ERECTION
3.2.1 Verify backing locations provided under section 06100 (2ough Carpentry) and install partition components ~lumb
and level. Attach panel brackets to walls and ceiling usii appropriate anchor devices. Attacn panels and pilasters
to Srackets with through bolts. Provide 1/2 inch spacing
between wall surface and panel or stiles.
3.2.2 Support stiles from ceiling framing using two adjustable
hanging studs to provide vertical plumbing. Conceal
ceiling fastenings with pilaster shoes.
3.3 CLEAN AND PROTECT
3.3.1 Rem6 e all protective coveriri s and clean all surfaces
3.3.2 Field touch-yp of finished surfaces will not be permitted.
and hardware. Remove all debris from site.
Replace a1 1 damaged components.
END OF SECTION
PLASTIC LAMINATE TOlLrT-COMPARTMENTS 101 50-2
FIRESTATION # 1 CARLSBAD, CALIFORNIA
. __- e SECTION 10800
TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
1.2 SCOPE
1.2.1 The 'work of this section requires furnishinas labor, material: and equipment to install toilet and bath accessories
1.2.2 Work shall be accomplished by the contractor under section
as indicated on the approved drawings.
06200 FINISH CARPENTRY.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.1.1 BOBRICK UASHROOM EQUIPMENT ( SEE SCHEDULEIINT- ELEVS, PER PLAb
A. 8-530 (QTY-5) Grab bar 20 inches long (used as towel bar
with concealed mounting plate, satin finis1
304 stainless steel.
Satin finish to match stainless steel.
0
5. B-2116 (QTY-3) Robe hook with concealed mounting plate.
C. B-369 (QTY-3) Recessed towel dispenser and waste recep-
D. (QTY-4) Toilet tissue holder. (FURNISHED BY OWNER)
E. B-530 (QTY-1) Grab bar 35" with concealed mounting
F. 8-530 (QTY-1) Grab bar 48" with concealed mounting plate,
tacle satirl finish to match stainless stee
plate, satin finish 304 Stainless steel.
satin finish 304 Stainless steel.
PART 3 - EXECUTION
3.1 Verify site conditions are ready to receive work and locations are as indicated on the sho:, drawings. Notify owner or Project Manager of any conflict.
TOILET AWD BATH ACCESSORIES 10803-1 0
FIRESTATION # 1 CARLSBAD, CALIFORNIA
___._ ~ -_._________-_ __..-., __ .___._L.__I._.__________- _. ____._I ______ . . . . . - -
3.2 INSTALLATION
Install fixtures, accessories and items in accordance with
manufacturerts instructions. Install plumb and level,
securely anchored to the substrate.
END OF SECTION
TOILET AND BATH.ACCESSORIES 10800-2
FIRESTATION # 1 CARLSBAD, CALIFORNIA
___._ -.- -- ..-_ __ -.__. --. _- . . - - _. . - -
SECTION 11 400
FOOD SERVICE EQUIPMENT
0
PART 1 - GENERAL
1.1 GENERAL CONDITIONS
The General Provisions and division 1 are a part of, and apply to this Section.
1 .2 SCOPE
Provide tbe labor and miscellaneous materials to install food service equipmsnt (FURNISHED BY OTHERS) where shown on the drawings, as specified herein, and according to manufacturer's recommendations.
1 .3 RELATED WORK
Provide utility services is a part of the of the work of Sectio in Division 15 and 16 of these specifications.
PART '2 - PRODUCTS 0 2.1 The equipment listed below will 5e (FURNISHED BY OTHERS).
A. Kitchen Range/Ovens G. In-sink Disposal
B. Range Exhaust Hood C. Refrigerator
E. Microwave Oven
F. Dishwasher
. D. Freezer(Under-counter)
PART .3 - EXECUTION
3.1 INSTALLATION
Cooperate as needed with related trades to provide for the pro interface of the work of this Szction.
3.2 CLEANUP
Remove all traces of soil and fingerprints from all surfaces
of this Section, using only the cleaning materials recommended for the purpose by the manufacturer;^ of the materials being cleaned.
END OF SECTION
FOOD SERVICE EQUIPMENT
11 400-1
r)
FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 15400
PLUMBING
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide plumbing where shown on the Draw-
ings, as specified herein, and as needed for a complete and
proper installation including, but not necessarily limited
to :
1. Domestic hot and cold xater piping systems;
2. Drain, waste, and vent systems;
3. Gas piping system;
4. Storm drainage system within the structure;
5. Plumbing fixtures and trim as shown on the Drawings.
B. Related work:
1. Documents affecting work of this Section include, but
are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUAL I TY A S S U RAN C E
A. Use adequatp numbers of skilled workmen who arc thoroughly
trained and experienced in the necessary crafts and who arc
completely familiar with the specified requirements and the
methods needed for proper performance of the work of this
Section -
I3, Codes an2 regulations:
1. In addition to compl\.incj with the specified require-
ments, comply with pertinent regulations of cjovern-
mental agencies having jurisdiction.
2. In the event of conflict between or among spccificd rc-
quirements ar.d pertiKent regulations, the more strin-
qcnt requirement will qovcrn when so directed by the Architect.
1.3 SUBMITTALS
A.
B. Product data: Within 35 calendar days after the Contractor
Comply with pertinent provisions of Section O~$CI.
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided undcr
2. Manufacturer's specifications, catalog cuts, and other
this Section;
PLC!-lBING .
15400-1 .
FIRESTATION f 1 CARLSBAD, CALIFORNIA
data needed to prove compliance with the specified re-
quirements;
3. Shop Drawings and other data as required to indicate
method of installing and attaching equipment, except
where such details are fully shown on the Drawings.
e
c. Sterilization certificate: 1. Upon completion of water line sterilization, deliver
to the Architect two copies of an acceptable "Certifi-
cate of Performance" for that activity.
D. Cathodic protection: 1. Upon completion of the work of this Section, deliver
to the Architect sufficient data to prove that wrap-
ping of steel piping has been tested and meets the
specified requirements.
address of the inspector.
2. Show date of inspection, voltages used, and name and
E. Manuals:
1. Upon completion of the work of this Section, deliver to the Architect two copies of an operation and mainte-
nance manGal compiled in accordance with the provisions
of Section 01730 of these Specifications.
2. Include within each manual a copy of the Project Record
Documents showing all work of this Section.
1-4 PRODUCT HANDLING
A. Comply with pertinent Frovisions of Section oj4Qrfi
a
PART 2 - PRODUCTS
2.1 PIPE SCHEDULE
A. Drain, waste, and vent system:
1. For sanitary work below the floor and outside undcr-
ground :
a. Provide service weight cast i,ron pipe and fittings.
b. Soil lines 5'-0" or more away from the structures
may be vitrified clay pipe with first grade mark- ings, unless otherwise restricted by governmental
agencies having jurisdiction.
2. Above ground:
a. Sizes 4" and larger: Provide service weight cast
iron pipe and fittings;
b. Waste and vent piping 3" and smaller installed above ground: Provide standard weight galvanized steel pipe with Durham fittings for waste lines anc
standard black cast iron fittings for vent lines,
or provide service weight cast iron pipe and fit-
tings.
~3 iil~ B I N G' e l5400-2.
FIRESTATION # 1 j CARLSBAD, CALIFORNIA
B. Water system (domestic piping) :
1. Above ground, provide Type "L" copper with sweated con-
2. Below ground, provide Type "K" copper with sweated con-
3. Sizes 4" and larger below ground, and where noted on
nections;
nections ;
the Drawings:
a. Provide Class 200 "Transite" with step-machined
b. Also provide cement-lined cast iron fittings modi-
c. Provide thrust blocks.
ends and rubber gasket rings.
fied for use with rubber rings.
C. Gas piping:
1. Provide Schedule 40 black steel pipe with malleable
iron screwed fittings; except provide galvanized where
pipe or fittings are exposed to the weather.
D. Indirect drains:
1. Provide galvanized Schedule 40 steel pipe with galva-
2. Provide Type "L" copper with sweated connections.
3. Provide lines full sizes of the equipment connections.
nized malleable iron fittings; or
E- Roof drainage piping: I. iibove grade, provide service weight cast iron pipe and
2. Eelow grade, provide service weight cast iron pipe and
3. Khere necessary because of space limitations, leaders
fittings; or provide galvanized steel pipe and fittings.
fittings -
nay be of rectangular cast iron of equivalent area.
2.2 MATERIALS
A. Cast iron soil pipe and fittings;
A72, or proviie hubless type.
1. Provide service weight cast iron conforming to ASTM
B. Lead:
1. Provide new pig lead complying with ASTM €329.
C. Hemp packing:
1. Provide impregnated Sste, manufactured for calking
soil pipe and fittings.
D. Galvanized or black steel pipe:
1. Provide standard weicht complying with ASTM A12.
PLUh23ING
15400-3 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
E. Fittings:
1. For copper lines, provide copper fittings.
2. For steel lines, provide service weight cast iron type
I)
fittings.
F. Unions:
1. For copper lines, provide copper fittings.
2. For connections in iron pipe lines 2-1/2" and smaller,
provide ground joint brass-to-iron fittings.
G. Victaulic fittings may be used where permitted by code.
2.3 VALVES
A. Gate valves: Provide solid wedge disc, rising stem, 2001:
WOG; non-rising stem valves may be used only where there i
insufficient clearance.
1. 3" and smaller, rising stem: Provide Crane r428, bronze, screwed.
2. 3" and smaller, Don-rising stem: Provide Crane $438, bronze, screwed.
3. 4" and larger: Provide Crane #465-1/2, IBBM, flanged,
non-rising stem.
4. Valves on asbestos-cement lines: Provide "Ring-Tite"
hubs and Crane C462.
B. Globe valves: Provide replaceable composition disc suit-
able for 200 degree F water. 1. 2" and smaller: Provide Crane ii7, bronze, screwed.
2. 2-1/.2" and larger: Provide Crane $359, iron body,
0
flanged, 200# WOG.
C. Gas cocks: 1. 2" and smaller: Provide 2508, bronze, screwed, square
2. 2-1/2" and larger: Provide Nordstrom #142 or ti43.
head, 1251:.
D. Check valves: 1. 3" and smaller: Provide Crane $37, bronze, screwed,
2. 4" and larger: Provide Crane $373, IBBM, flanged, 20C
Y-pattern, 2001: WOG, swing check type.
WOG.
E. Strainers: Provide Y-pattern, 200# WOG, 20 mesh monel screen :
1. 3" and smaller: Provide Crane $988-1/2, screwed.
2. 4" and larger: Provide Crane $989-1/2, flanged.
P. Pressure regulators:,
bronze. 1. Provide Muellcr H-9000, or Wilkins series 500, all
2. Install with brass strainer upstream of regulator.
P LUMB I N'G a 15 4 0 0--4
FIRESTATION # 1 CARLSBAD, CALIFORNIA
G. Partition stop valves: Provide Chicago Faucet l11771, loose
key type.
H. Balancing cocks: Provide DeZurick #400.
2.4 FLAS Ii I NG - -
A. Where pipes of this Section pass through the roof, flash with 'STONEMAN S-1100-4 lead flashing assembly.
2.5 PIPE HANGERS
A. Water piping: 1. Provide Pee and Mason g212 split ring hangers with sup-
2. Provide Semco "trisolators. "
porting rods.
B. Soil and waste piping:
1. Provide Fee and Mason $212 adjustable ring hangers with
2. Use Fee and Mason if241 riser clamps at each floor and
supporting rods.
as required.
C. Gas piping:
1. Provide FCC and Mason 2212 split ring hangers with sup- porting rods.
2.6 CLEAN OU TS
A. Exterior:
1. Provide Smith 114253 or Josam #8860, with XII cast iron top in concrete areas.
B. Floors:
1. Provide Smith C4023 or Josarn if8330 with round nickel-
bronze top in finished room floors.
2. Provide Smith #4223 or Josam t8090-CAL with round cast
iron top in unfinished room f: aors.
3. Provide "flush-with-floor" type cleanouts, with ndjust-
able watertight covers and integral anchoring flange
with clamping collar where waterproofing membrane is used.
C. Finished walls:
1. Provide Smith 84532 or Josam #8790-4 with round chrome plated or stainless steel access plate and screw.
D. Provide clcanout plugs of estra heavy bronze.
PLUMBING
15400-5 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
2.7 ACCESS BOXES
A. walls:
e
1. Provide Smith #4730 or Josam #8650 with polished chrome
plate face in tile walls.
2. Provide Smith #4760-AKL or #4765-AKL, or Josam #SLA or
tSLB, with bonderized prime-coated steel face and with
Allen lock in walls of other finished rooms.
B. Ceilings: 1. Provide Acorn #8211-3-AKL or Josam #SLA bonderized
prime-coated steel face with Allen lock.
C. Floors:
1. Provide Smith #4910 or Josam t8630-5 with XH plain
2. Provide Smith #4920 for floors covered with vinyl rein-
aluminum or nickel-bronze non-skid top.
forced or pure vinyl tile.
D. Yar? boxes: 1. Provide Brooks 36 HF or Frazer #2 cast concrete boxes
with cast iron rim and hinged self-closing cast iron
lid marked GAS SHUTOFF or WATER, size 12" x 18" x12".
2. Set flush with finished grades with 4" thick concrete
pad under perimeter (but not under interior) of box.
2.8 PRESSURE GAGES AND THERE"0METERS
A. Provide Marsh Quality Gages with 4-1/2" dial, gage cock, in
type required. For pump suction, provide compound type.
B. Provide Trerice 9" BX series thermometers, straight, angle,
or oblique as required, equipped with separable sockets and
well. Provide extension necks as required on insulated line.
a
C. Arrange thermometers for easy reading from the floor.
2.9 TRAPS
A. For lavatories and sinks, except service sinks, provide Los
Angeles pattern cast brass traps with brass nuts.
2.10 WATER HAMMER ARRESTORS
A. Provide Smith ti5000 series or Josam #l585, stainless steel.
2.11 HANDICAPPED INSULATION
A. Where shown on the Drawings or required by governmental agencies having jurisdiction, at lavatories €or handicapped
persons provide Johns-Manville "Aerotubc" insulation, with
paint coating, on hot water supply, tailpiece, and trap.
PLUMBING '
15400-6 . 4D
FIRESTATION # 1 CARLSBAD, CALIFORNIA
-
2.12 FIXTURES AND EQUIPMENT
A. Provide plumbing fixture, trim, and equipment as shown on
the "Fixture and Equipment Schedule" in the Drawings.
Roof drains:(if discovered that existing require replacing:
1. Provide Smith #lo10 or Josam #4100 cast iron roof
drains complete with roof clamping collar and removable
dome strainers, in sizes shown on the Drawings.
2. Provide underdeck clamp, sump receivers, and extensions where required.
3. For overflow drains, provide Smith #lo80 or Josam #4110-SW2, with 2" water dam and complete as described €or roof drains.
B.
C. Hose bibbs:
1. Provide Acorn $8121, 3/4" sill cocks on building walls,
2. Provide vacuum breaker.
3. In finished spaces, provide chromium plated bibbs, and
4. Provide loose-key stop ahead of each bibb.
and Acorn #8126 in planters, all loose key style.
provide rough cast Sronze finish elsewhere.
D. Water hydrants:
1. Provide Acorn $8151 with integral loosekey stop and vacuum breaker.
2.13 BACKFLOW P?SVENTERS
A. General:
1. Where installed in finished spaces, provide chromium
plated finish.
2. For flush valves, provide diaphragm type, complete with
approved vacuum breaker provided by the manufacturer of
the valve.
B. Acceptable products: Drovide the following or equal prod-
ucts manufactured by Beeco:
1. Atmospheric type: Febco $710 A or G for hot and cold
2. Pressure type: Febco $770;
3. Reduced pressure type : Ilersey -
water;
2.14 GAS VENT LINES
A. General:
1. For conbustion vent flues €or gas-fired equipment, pro-
vide size required by the manufacturer of the equipment
and as required by governmental agencies having juris- diction.
of "Amerivent. "
2. Provide "Transite , " "Xetal-Bestos , " or equal products
B. Do not use single-wall metal vent line.
PLU?lBING
15400-7 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
2.15 INSULATION
A. Insulate hot water lines with 1" thick Owens/Corning Fiber-
0
glas "25 ASJ/SSL. I'
B. Also see requirements specified €or "handicapped insula-
tion. "
2.16 PIPE WRAPPING
A. Steel piping in concrete or underground: 1. Wrap with "Hunt's Process HP-9."
2. Fittings and other joints: Wrap in the field with
3. Previae 50% overlap on tape weld rubber coating.
"Polyken" tape and primer.
B. Testing: (as requested by Owner)
1. Secure inspection and testing by an independent agency
2. Note test report submission requirement specified else-
3. Demonstrate protection by passing 6000 V holiday test
approved in advance by the Architect.
where.
after wrapping.
2.17 SLEEVES
A. Where pipes pass through concrete, masonry, or stud walls,
or pass through ceilings, provide "Sperzel" rust-proof
"Crete-Sleeve'' of the size required.
2.18 OTHER MATERIALS
e
A. Provide other materials, not specifically described bat re-
quired €or a complete and proper installation, as selected
by the Contractor srbject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SUFPACE CONDITIONS
A. Examine the areas and conditions under which work of this
Section will be performed. Correct conditions detrimental
to timely and proper cor;,;>letion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
3.2 PLUMBING SYSTEM LAYOUT
A. Lay out the plumbing system in careful coordination with
the Drawings, determiniF.g proper elevations for all compo- nents of the system and using only the minimum number of
bends to produce a satisfactorily functioning system.
P LG'.'.lB ING .
15400-8. 0
FIRESTATION f 1 CARLSBAD, CAL1FORN:A
B. Follow the general layout shown on the Drawings in all
cases except where other work may interfere.
C. Lay out pipes to fall within partition, wall, or roof cavi-
ties, and to not require furring other than as shown on the
Drawings.
3.3 TRENCHING AND BACKFILLING
A. Perform trenching and backfilling associated with the work
of this Section in strict accordance with the provisions of DIVISION #1 of these Specifications.
3. Cut bottom of trenches to grade. Make trenches 12" wider
than the greatest dimension of the pipe.
C. Bedding and backfilling: 1. Install piping promptly after trenching. Keep trenches
open as short a time as practicable.
2. Under the buildinq, install pipes on a 6" bed of damp
sand. Backfill 'io Sottom of slab with damp sand.
3. Outside the buildinq, install underground piping on a
6" bed of damp sand. Backfill to within 12" of finish
grade with damp sand. Backfill remainder with native soil.
and until Project Record Documents have been properly
annotated.
4. Do not backfill until installation has been approved
3.4 INSTALLATION OF PIPING AXD EQUIPMENT, GENERAL
A. General:
1. Proceed as rapidly as the building construction will
permit -
2. Thoroughly clean items before installation. Cap pipe
openings to cxclilde dirt until fixtures are installed
and final connectiofis have been made.
springing or forcing, properly clearing windows, doors,
and other openings. Sxcessive cutting or other weaken-
ing of the building will not be permitted.
ished, or enameled canncctions from fixtures. Tape all
finished surfaces to prevent damage during construction.
in main sizes with eccentric reducing fittings, Unless
otherwise noted, install water supply and return piping
with straight side of eccentric fittings at top of the
pipe. 6. Run horizontal sanitary and storm drainage piping at a uniform gradc of 1/4" per ft, unless otherwisc noted.
Run horizontal watc- ?ipincj with an adccluatc pitch up-
wards in dirCCtiOn of flow to allow complete drainage.
3. Cut pipe accurately, and work into place without
4. Show no tool marks cz threads on exposed plated, pol-
5. Make changes in directions with fittings; make changes
P LU! 3 I N G .
15400-9 .
FIRESTATION f 1 CARLSBAD, CALIFORNIA
7. Provide sufficient swing joint, ball joints, expansion
loops, and devices necessary for a flexible piping sys-
tem, whether or not shown on the Drawings.
and similar locations, so that weight of pipe will not
be supported by the equipment.
valves, air vents, and similar locations, to spill over
an open sight drain, floor drain, or other acceptable
discharge point, and terminate with a plain end un- threaded pipe 6" above the drain.
similar items in place.
not use wire for halaing or strapping pipes.
and non-ferrous metals.
facilitate maintenance and removal of equipment and ap-
paratus.
4b
8. Support piping independently at pumps, coils, tanks,
9. Pipe the drains from pump glands, drip pans, relief
10. Securely bolt all eqcipment, isolators, hangers, and
11. Support each item independently from other pipes. Do
12. Provide complete dielectric isolation between ferrous
13. Provide union and shut off valves suitably located to
B. Equipment access:
1. Install piping, equipinent, and accessories to permit
access for maintenance. Relocate items as necessary to
provide such access, and without additional cost to the
Owner.
2. "rovide access doors where valves, motors, or equipment ~ requiring access €or xaintenance are located in walls
or chases or above ceilings. Coordinate location of
access doors with other trades as required.
0
3.5 PIPE JOINTS
A. Copper tubing: 1. Cut square, remove bLrrs, and ciean inside of female
filling to a bright finish.
a. Apply solder flux with brush to tubing.
b. Remove. internal parts of solder-end valves prior to soldering.
2. Provide dielectric unions at points of connection of
3. For joininq copper tujing, use: copper tubing to ferrous piping and equipment.
a. Water piping 3" and smaller: 95-5 solder;
b. Water piping larger than 3": "Sil-fos" brazing;
c. Underground: "Sil-fos" brazing.
B. Screwed piping: 1. Deburr cuts.
a. Do not ream exceecing internal diameter of the pipe.
b. Thread to rcquirezxnts of ANSI 132.1.
services.
for air and oil piping.
2. Use teflon tape on malt thread prior to joining othcr
3. Use litharge and glycerin on joint prior to cleaning
P LUPI3 I NG . e 1540C-10 .
FIRESTATION I 1 CARLSBAD, CALIFORNIA
C. Leaky joints:
1. Remake with new material.
2. Remove leaking section and/or fitting as directcd.
3. Do not use thread cement or sealant to tighten joint.
3.6 PIPE SUPPORTS
A. Support suspended piping with clevis or trapeze hangers and
B. Space hangers and support for horizontal steel pipes ac-
rods.
cording to the following schedule:
Pipe size:
1-1/4" and smaller:
Maximum spacing on centers:
8 I-0"
1-1/2" to 3" : 10 ' -0"
4" to 5": 14 ' -0"
C. Space hangers and supports for horizontal copper tubing ac- cording to the following schedule:
Tube size: Maximum spacing on centers:
I" and smaller: 1-1/2" : 7 t-0" 6 1-0''
2". 8 '-0" 2-1/2" : g 1-0''
3" and larger: 10'-0"
D. Provide sway bracing on hangers longer than 18":
E. Support vertical piping with riser clamps secured to the
piping and resting on the building structure. Provide at
each floor unless otherwise noted.
F. Provide insulation continuous through hangers and rollers.
Protect insulation by galvanized steel shields.
G. Arrange pipe supports to prevent excessive deflection, and
to avoid excessive bending stress.
H. Support piping from inserts or anchors in concrete slabs. Provide the inserts under this Section and arrange for the placing under Section 03300 of these Specifications.
I. Hubless piping:
1. Provide hangers on the piping at each side of, and within 6" of, hubless pipe coupling so the coupling
will bear no weight.
2. Do not provide hangers on couplings.
3. Provide hangers adequate to maintain alignment and to
prevent sagging of the pipe.
PLUMBING . 15400-11
CARLSBAD, CALIFORNIA FIRESTATION I 1
4. Make adequatc provision to prevent shearing and twist-
inq of the pipe and the joint. 1
3.7 SLEEVES AND OPENINGS
A. Provide sleeves for each pipe passing through walls, par- titions, floors, roofs, and ceilings. 1. Set pipe sleeves in place before concrete is placed.
2. For uninsulated pipe, provide sleeves two pipe sizes
larger than the pipe passing through, or provide a min-
imum of 1/2" clearance between inside and outside of
the pipe. 3. For insulated pipe, provide sleeves of adequate size to accommodate the full thickness of pipe covering, with
clearance for packing and calking.
B. Calk the space between sleeve and pipe or pipe covering, using a noncombustible, permanently plastic, waterproof, non-staining compound which leaves a smooth finished ap-
pearance, or pack with noncombustible asbestos cotton, rope, or fiberglass to within 1/2" of both wall faces, and pro-
vide the waterproof compound described above.
C. Finish and escutcheons:
1. Smooth up rough edgcs around slccvcs with plastcr or
spackling compound. 2. Provide 1" wide chrome or nickel platcd cscutcheons on
all pipes exposed to vicw where passing through walls,
floors, partitions, ceilings, and similar locations. a. Size the escutcheons to fit pipe and covering.
b. Hold escutcheons in place with set screw.
ll
3.8 CLEANOUTS
A. Secure the Architect's approval of locations for cleanouts
in finished areas prior to installation.
I3. Provide cleanouts of same nominal size as the pipes they serve; except where cleanouts are required in pipes 4" and
larger provide 4" cleanouts.
C. Make cleanouts accessible. After pressure tests are made
and approved, thoroughly graphite the cleanout threads.
3.9 VALVES
A. Provide valves in water, air, and gas systems. .Locate and arrange so as to give complete regulation of apparatus,
equipment, and fixtures.
I3. Provide valvcs in at lcast the following locations: 1. In branches and/or headcrs of water piping serving a
2. On both* sides of apparatus and equipmcnt. group of fixtures.
PLUPIBING .
15400-12 . D
FIRESTATION f 1 CARLSBAD, CALIFORNIA
3. For shutoff of risers and branch mains.
4. For flushing and stcrilizinq the systcm.
5. Where shown on the Drawings.
C. Locate valves for easy accessibility and maintenance.
3.10 WATER HAMMER ARRESTORS
A. Provide water hammer arrestors on hot water lines and cold
water lines.
1. Install in upright position at all quick closing valves,
solenoids, isolated plumbing fixtures, and supply head-
ers at plumbing fixture groups.
ings and, where not shown, locate in accordance with
Plumbing and Drainage Institute Standard WH-201.
3. Install water hammer arrestors behind access panels.
E. Where fixtures are not protected by water hammer arrestors,
provide 20" high air chambers on each water supply, proper-
ly sized and designed for maintenance and drainage.
2. Locate and size as specified or as shown on the Draw-
3.11 BACKFLOW PREVENTION
A. Protect plumbing fixtures, faucets with hose connections, and other equipment having plumbing connection, against
possible back-siphonage.
B. Arrange €or testing of Sackflow devices as required by the
governmental agencies having jurisdiction.
3.12 CONCRETE
A. Provide concrete required for the work of this Section in
strict accordance with pertinent provisions of Section
03300 of these Specifications.
3.13 PLUMBING FIXTURE INSTALLATION
A. Installation:
1. Set fixtures level and in proper alignment with respect
to walls and floors, and with fixtures equally spaced. 2. Provide supplies in proper alignment with fixtures and
with each other. 3. Provide flush valves in alignment with the fixture,
without vertical or horizontal offsets.
B. Grout wall and floor mounted fixtures watertight where the
fixtures are in contact with walls and floors.
C. Calk deck-mounted trim at the time of assembly, including
fixture and casework mounted. Calk self-rimming sinks in- stalled in casework.
PLUMBINC .
154 GO- 13
FIRESTATION # 1 CARLSBAD, CALIFORNIA
1_1_-1..----______ . -.. - ___ --I____p_
3.14 TESTING AND ADJUSTING a
A. Provide personnel and equipment, and arrange for and pay the costs of, all required tests and inspections required
by governmental-aqencies having jurisdiction.
B. Where tests show materials or workmanship to be deficient, replace or repair as necessary,and repeat the tests until the specified standards are achieved.
C. Adjust the system tc. optimum standards of operation.
END OF SECTION
4D
PLUMBING
15400-74
e
F -l f \ NOTES
Refer to monufacture<s Instructions and local codes for proper flush valve Instollation and requirements.
Urinal flushes efficiently with less than one gallon of water
Fixture dimensions are nominal and conform to tolerances by ANSI sfandards (AI 12.19.2).
SPECIFICATIONS
Urinal K-5024-T with: %" (19 mm) inlet spud.. ................... #I8376
1%' (38 mm) tailpiece.. .................. .#38530
wall screws (pr.) .......................... K-4579
1%' (38 mm) trap.. ....................... K-9000
................. 1%' (38 mm) outlet spud.. #I8357
strainer.. SI8752 hen Installed with water saving flush valve.
...................... hanger (1 required). X64512
................................
When specified:
\ J \ J
L BEST BY
VERTICAL CENTERLINE FITTINGS
DOUBLE
Fig. F
Fig. F-533
Side View
IGOT-2" VENT
VERTICAL CENTERLINE FITTINGS FOR NO HUB SYSTEMS
DOUBLE
Fig. F-!
4
21 I 2 b
r
E**, Fig. F.544-0-Y --__ Fig. F-533-Y
Side View Front View Side View
Fig. F-' Fm. f 632 . . .3" CAULK-2" VENT
Fig. FS33 . . .3" CAULK-3" VENT
~~
Q&Y* mln. to 144'' max. regularly furnlrhrd
Other dlmenSiOnS available upon request
Fig. F-544-0-Y . . .4" SPIGOT
Page Fie. F642 . . .4" CAULK-2" VENT 4 3%
Fig. F-544. . .4" CAULK-4" VENT 4 3% NOTE: Copper/PJastic Fittings Furnished by Others.
For variations and additional data. Refer to pages 0-02 thru 0-08 *Always specify fixture mfrs. name and number when ordering.
- ~
surfaces are hand blended to a
' highlighted LK-6K-H satin finish LR-3321 llluslraled
Drain opening size is 31h-inc
g size is 3Wnche
CR-3321 lllustr
ssed 3/i6-inch below outside ed!
CR-3322 has a %-inch drop IE
. . .- - ._. . . - . II_.
Page
Roughing-In Dimensions
<orrllTi.c ---_- ,,'I,.
/-- 2'0- ! ,,a. i' ;-,--------------------
191 lv$[,8,*-
L.--- 1TI ----- ..
D- -0 - -.-
I;, .o,/J e 4 4. ,d,. a LOLO ------
k I #I.. 0" T'L 7
";
.c 'I
ILI ,,/e. ,a/,- ' ~ '
=~)uqn~nc-in clrncns.oc1s :or K-2210 Sizes L W (SI 14" xsea on IW use o: ;1 :: ' ," ,C" ;nJv :+i-ti,les,li:nc 1 i"., 14" 1 i" 14" (TI Po3.u~ drain IyDIC.2iiy Ij ." 2,~,r: IVL),CG y ;2';" ' 3" a ! 5'' 19" 15"
-
-
SizeGd32xj56 mm6 (JS3k3Sirnm) (Inside of Bowl). Overa
Dimensions 19%''~ 16Y4" (489x413 inn 21'i~"s 17IA'' (540x458 mm).
3 Year Limited Warranty SPEClFl CATIONS DIMENSIONS SHOWN IN INC j WATER CONNECTION
I 1 ;Mel
/MA '
m
&:I
lMT6
MA
1-73-1
MA
1-1
MA
199-85-1
MA
199-100-1
MA
,200-100-1
MA
29-102-1
MA
no-iwi
MA m7s
RK HgL ' TOP I ngiio ngLto GAS HgLto I 1
TLP
Open- T h P 8.T.U. G.P.H. EXTERIOR i v : E Top aacr 1oTop Nip , Eack But COHN.
ing Open- in Pn)
Gail. Hal. Gas i 100' i A 1 E C ! T Sue 1 Size I IF G ti Size J ing I Propane I 100'
Tank i
Cap. 8.T.U. I RCC ! 0,MENSIONS ! N Hip 1 N,p N; 1 sy i not cold us. input , C.P.H. I
,
HgL
8o. I 75500 I FB 1 63y 126'A 6oL.i 4 I li; I - j 63 I M i - - 19". 'J54 V. 75.500 68
a2.m I 74
73 140.000 I 126 1 71% 26'; 64'h I 5 1 l.+ 2 66H I m i u 24% I 5y. X %*A 1 140.000 126
100 I I99900 ~ :79 ' 75'0 28'. 69': ! 6 I 1'. I 2 72 M ' 57 I 20% 5% 1 'i 1 58'4 1 188.000 169
iw 270000 i 243 7434 34% w. i 6 1 I,,> 2 69% I 23 i 57'4 23.4 5-h 'h 54 1 I 1
75 399.900 i 360 81 30% I 7o..> i a j - 2 -- i - 'a'/. 34% 8 160 1 1 399.900 I 3M)
I
V. lM) I 82.000 ! 74 I 68 1 28s/. I M'e j 4 1 l..z - 66.a I M i - - 19% 'b 58'h
I I
I lBo.000 I 162 76 180000 1 162 1 71Y 26*% 64% 1 5 1 1'7 2 66% 1 M 1 53 24% I 5% 'b 54%
85 , 199900 i :80 1 68'. 30'. 59'. ~ 5 1 1'1 2 63 1 23 1 52 23'. 5'4 '5 48-4 1 188.000 169 ! !I
I !I I
i I I
1 199.000 179
t 240.000 216
i 100 199000 I I79 74.i 34's 644. ~ 6 i l'? I 2 69', 23 ' 573 , 23:j I 5!) 1 '4 1 54
100 25OwO 1 225 72'5 3O'Z Mh 1 6 1 I.? 2 69'0 I 23 ' 57% 23'4 5'4 'b 54
240.000 216 11 I ~
! I I
..:; I/ ! ASME
250-100 lw 250.000 i 225 I 74.J. I 30% 1 64,. 1 6 I l.. I 2 59h ~ 23 ! 57.4
Ea'-. 34'. 8 1 1 60 I 399900 ! 335 - ~ - '
. 2% 5!h .+ I 5d 1 240.000 I 202
I i ASME
27&100 100 ?10000 1 243 I 74'. 1 30'. 1 6JL. ' 6 1 I' I 2 69~ j 23 ' 57'5 -23-,5 5'6 '', I 54 I 1 240W ~ 202 i ASME
4w-75 75 I 399900 I la 1 a] 130,. I io' i a i - j z
FIRESTATION # 1 CARLSBAD, CALIFORNIA
__ ___.--. - - -
SECTION 15600
HEATING. VENTILATING. AND AIR CONDITIONING
PART 1 - GENERAL
1 .1 DESCRIPTION
A. Work included: Provide heating, ventilating,and air con- ditioni’ng systems where shown on the Drawings, as specified
herein, and as needed for a complete and proper installa- tion including, but not necessarily limited to:
1. Air conditioning supply and return ductwork system with
2. Exhaust systems including, but not necessarily limited grilles, diffusers, and registers;
to, toilets and kitchen, wjth fans, motors, ductwork, grilles, registers, controls, and related items;
3. Temperature control system including low-voltage wiring
4. Motors as required;
5. Acoustical and thermal insillation of ducts, piping, and
variable air volume controls, and terminal reheat coils;
equipment;
B. Related work:
1. Documents affecting work of this section include, but
are not necessarily limited to General Conditions, Supplementary Conditions, 2nd Sections in Division 1 of these Spec,ifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are
complgtely familiar with the specified requirements and the
methods needed for proper performance of the work of this
Section.
B. Without additional cost to the Owner, provide such other
labor and materials as are riquired to complete the work of
this Section in accordance ~ith the requirements of govern-
mental agencies having jurisdiction, regardless of whether
HEATING, VENTILATING, AND AIR CONDITIONING
15600-1
FIRESTATION # 1 CARLSBAD, CALIFORNIA
such materials and associated labor are called for else-
where in these Contract Documents. e
1.3 SUBMITTALS
A.
B. Product data: Within 30 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit: 1. Design drawings, signed by a properly licensed engineer
and showing proposed layout of equipment, ducts, regis-
ters, grilles, controls, and other components of the
system;
2. Calculations demonstrating the adequacy of the proposed
systems and its compliance with these Specifications;
3. Manufacturers catalogs, Samples, and other items needed
to fully demonstrate the quality of the proposed mate-
rials and equipment.
Comply with pertinent provisions of Section O~?Q!O.
C. Record Drawings:
1. Comply with pertinent provisions of Section 2.5.4.
2. Include a copy of the Record Drawings in each copy of
the operation and maintenance manual described below.
D. Upon completion of this ?ortion of the Work, and as a con-
dition of its acceptance, deliver to the Architect two copies of an operation and maintenance manual compiled in
accordance with the provisions of Section 017l@of these
Specifications.
1.4 PRODUCT I-EANDLING
e
A. Comply with pertinent ?revisions of Section 01400
PART 2 - PRODUCTS
2.1 DUCTWO RK
A. For exhaust systems and for the heating, ventilating, and
air conditioning systems, provide galvanized sheet metal
ducts fabricated and izstalled to pertinent ASHRAE and
SMACXA standards, or to the requirements of governmental
agencies having jurisdiction, whichever requirement is morc
stringent.
B. Size the ducts for pressure drop of 0.1" N20 per 100 feet.
C. At branch ducts, provide manually operated dampers of the
type and arrangement shown on the Drawings, two gages
heavier than the duct in which installed, and equipped wit1
locking quadrants.
HEATING, VENTILATIKG, AND AIR CONDITIONING
15600-2 a
FIRESTATION f 1 CARLSBAD, CALIFORNIA
D. Seal all duct scams, transverse and longitudinal, air tight with G oz canvas secured in place with "EC800" or equal
duct sealing compound, an approved lagging adhesive, or
duct tape.
2.2 FLEXIBLE DUCT
A. Provide factory fabricated insulated low pressure flexible
duct with the following attributes: 1. Zinc-coated spring steel helix, with 1" thick fibcr-
glass insulation, sheathed in a seamless vapor barrier
jacket.
2. Interior fire-resistive coated to prevent fiber erosion;
3. Straight run sound absorption of 3 db per ft, and 5 db per ft sound absorption at 45 degree bends;
4. Composite assembly, including insulation and vapor bar-
rier, meeting Class 1 requirements of flame spread of
25 or less and smoke developed of 50 or less as set forth in NFPA Bulletin 90-A, ana bearing UL label as an
air duct.
E. Provide flexible duct in fully extended condition, free
from sags and kinks.
1. Use only the miriixum length required to make the con-
2. Do not exceed 8'-0" in length.
3. Where horizontal supnort is required, provide at least
nection.
3/4" wide banding makerial hangers at not rnore khan 36"
centers.
locking steel straps.
4. Make joints and connections with 1/2" wide positive
C. Acceptable products:
1. Insulated low pressure flexible duct "Type S-181" manu-
2. For toilet exhaust or return air connectors and runouts,
'aluminum flexible ducts such as "Flexmaster" or "Van-
guard" may be used if acceptable to the governmental
agencies having jurisdiction.
factured by Glass Insulation Co., Los Rngeles.
2.3 INSULATION
A. General:
1. Provide materials cornplying with NPPA Bulletin 90-A, as
determined by UL method NFPA 225-ASTM E84, and comply-
ing with the governing code, with flame spread rating
under 25 and smoke developed rating under 50.
tinuous throughout.
a - Owens/Corning Fibcrcjlas;
b -
c. Ccrtaintccd.
2. Where vapor barriers are used, provide intact and con-
3. Acceptable manufacturers:
Jo kin s -Manv i 1 1 c
HEATING, VENTILATING, AND AIR CONDITIONING
15600-3 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
G. Acceptable alternate products: Equal products manufactured
by Krueger, ADP, Titus, Tuttle and Bailey, or Carncs.
a
2.5 VIBRATION ISOLATION AND FLEXIBLE CONNECTIONS
A. At ducts to equipment, provide vent-fabric flexible connec-
tions with a minimum of 6" full length, and approved by the
governmental agencies having jurisdiction.
B. For return air connections at each floor to the return
riser, provide fiberglass or lined duct with a minimum of
two elbows.
C. Provide additional sound isolation as required to limit the
noise level in conditioned space to a maximum of NC-40.
D. Mount vibrating equipment on "ThyCurb Vibrocurbs" with a
minimum static deflection of 1".
E. Isolate piping from the structure in a manner to prevent
transmission of vibration.
2.6 ROOF EXHAUST FANS
A. Provide curb-mounted type with the following attributes: 1. Aluminum or fiberglass hood, with hinged or removable
cover for easy access ko motor and fan and to backdraft
dampers ;
2. V-belt drives, with 1.5 service factor and adjustable
sheave.on the motor;
3. Open drip-proof construction motors, with power discon-
nect switches approved by the governmental agencies
having jurisdiction;
deep-spun throat vezturi.
a
4. Backward curved ccntrifugal whccl fan impeller, with
B. Approved manufacturers:
1. Greenheck;
2. Exitaire;
3. Jenn-Air ;
4. Carnes.
2.7 NOTO RS
A. Provide motors designed for the supply voltages made avail-
able €or this portion of the Work, and with the followinj
attributes:
1. Sized to develop the required brake horsepower and to operate satisfactorily with a voltage variation of plus
or minus 10%;
2. Conforming to NEMA xotor standards;
3. Dynamically balanccz, and hcld to commercial tolerance; 4. Where T-frame motors are used, oversized at least 10%;
5. Selected so that, when ambient temperature reaches 120
HEATING, VENTILATING, AND AIR CONDITIONING 0 15600-5 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
8. Concealed ducts in non-conditioned spaces:
1. Insulate supply ducts with 1" thick fiberglass blanket
such as Fiberglas "FRK ED-100," or equal approved in ad-
vance by the Architect.
duct wrap blanket.
2. Insulate return ducts with 3/4 pcf 1" thick fiberglass
C. Acoustical duct liner: For ducts exposed to the weather,
and €or supply ducts from supply fan to first branch ducts:
1. Line with one of the following 1" thick materials:
a. CSG No. 300, coated;
b. PPG 3 pcf;
c. Superine (or Textrafine) Fiberglass PF-615;
d. Johns-Manville 3 pcf Micortex coated duct liner.
2. Apply duct liner with coated side facing air.stream and
secured to the sheet metal with "ED104" adhesive or
with mechanical clips recommended by the manufacturer.
3. Make joints tightly butted and heavily sized with "Lag-
fas" or "Arabolt Lagging Adhesive, " assuring continuity
of surfaces.
D. Hot water piping:
1. Insulate with preformed fiberglass snap-on insulation
2. For pipes up to 1" diameter, provide 1" thick insulation.
3. For pipes 1" diameter and larger, provide 1-1/2" thick
4. Where insulation is exposed to the weather, protect
such as 25 ASL/SSL.
insulation.
with waterproof corrugated aluminum cover.
2.4 AIR OUTLETS
A. Ceiling diffusers: 1. Provide "Metalair" series 9000, with opposed blade
damper and perforated face, in sizes, capacities, and Fattern noted on the Drawings.
neck to permit connection of flexible duct.
2. Provide insulated adaptor boxes above each diffuser
B. Grilles: Match supply.
C. Registers: Provide double deflecting type with opposed
blade dampers.
D. Provide factory-appliee or site-applied black pa jot on
the inside of all air outlets.
E. Provide supply register in each toilet room, sized for 10%
less than the required code ventilation. Provide separate
zone €or each toilet room if necessary.
F. Provide sponge rubber under all flanges.
IiEATING, VENTILATISG, AND AIR CONDITIONING
15 6 0 0 - 4-
FIRESTATION # 1 CARLSBAD, CALIFORNIA
____ _________------ -- . --- ._ __.___ __ - - - .-- -- - --------
degrees F for a period of two hours or more,
the motor will operate satisfactorily without
failure, and with a minimum service factor of
1.5;
6. With squirrel-cage type drip-proof enclosure,
unless otherwise indicated, constant speed, ac
the-line normal starting torque designed for
quite operation;
7. Each motor of ample size to operate its unit at proper full load and speed continuously,
without heating in any part more than 40 degre
C above the temperature of the surrounding
atmosphere.
a
B. Where motor is used with V belt drive, equip with
a sliding base and belt guard, and motor sheave.
2.12 PIPING
A. For refrigerant piping, provide Type "L" copper, refrig-
erant grade, with wrought copper fittings, and with foints
thoroughly cleaned prior to soldering.
2.13 Exhaust Fans 0 4. Provide complete system including fans, ductwork, grilles,
fire dampers, and other requirod items. 1. Fans: see sheet M-1 of the drawings
2.14 AUTONATIC TEMPERATURE CONTROL
A. Provide a system of low-volt temperature control with the attributes listed below.
1- Include thermostats,'sensors, temperature controllers,
2. Provide devices calibrated and adjusted with the actual required for a complete and operaSle system;
operating conditions; meeting California Title 24 require- ments.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental
to timely and proper completion of the Work. Do not proceed
until unsatisfactory conditions are corrected.
HEATING, VENTILATING, AND AI4 CONDITIONING
15600-6
0
FIRESTATION # 1 CARLSBAD, CALIFORNIA
3.2 COORDINATION
A. Coordinate as required with other trades to assure proper
and adequate provision in the work of those trades for in-
terface with the work of this Section.
3.3 PREPARATION
A. Holes in concrete:
1. Provide sleeves, accurately dimensioned and shaped to permit passage of items of this Section. 2. Deliver a71 such sleeves, with accurate setting drawing and setting information, to the trades providing the
surfaces through which such items must penetrate, and in a timely manner to assure inclusion in the Work.
B. Flashing:
1. Where items of this Section penetrate the roof, outer walls, or waterproofing of any kind, provide under this Section all base flashing and counterflashing required at such penetration.
seamless lead flashing and counterflashing assembly. 2. Provide on each pipe passing through the roof at 4 15
3.4 EQUIPMENT INTERFACE
A. Provide all required shutoff valves, unions, and final con- nections of piping to the work of this Section.
characteristics actually available for the work of this Section and provide equipment meeting those characteristics.
B. For electrically operated equipment, verify the electrical
3.5 INSULATION
A. Wrap insulation firmly around ductwork, covering all surfaces including standing seams, and with all joints lapped at least 2 'I .
B. Securely fasten the insulation in place with 16 guage soft
annealed black or galvanized wire spaced approximately 12" on centers for straight runs and3" on centers for elbows and fittings.
C. Take special care to avoid excessive stretching and com-
pressing, and to achieve securing at lapped sections where
possible.
HEATING, VENTILATING, AND AIR CONDITIONING 15600-7
FIRESTATION I: 1 CARLSBAD, CALIFORNIA
._ . - ..
3.6 INSTRUCTIONS
*
A. Upon completion of this portion of the Work, and prior to
its acceptance by the Owner, provide a qualified engineer
and fully instruct the Owner‘s maintenance personnel in
the proper operation and maintenance of items provided under this Section.
B. Demonstrate the contents of the approved operation and main-
tenance manual required under Article 1.3 above.
3.7 TE’SiiNG AYD ADJUSTING
A. Test and each piece of equipment and each system as required tolassure proper balance and operation. 1. Test and regulate ventilation and a’ir conditioning systen
to conform to the air volumes shown on the approved desic
drawings.
securing the proper volume and face distribution of air for each grille and ceiling outlet.
2. Make tests and adjustments in apparatus and ducts for
B. Eliminate noise and vibration, and assure proper function
of all controls, maintenance of temperature,and operation
in accordance with the approved design.
jurisdiction. C. Secure required approval from governmental agencies having e
END OF SECTION
HEATING, VENTILATION, AND AIR CONDITIONING
15600-8
a
FIRESTATION # 1 CARLSBAD, CALIFORNIA
SECTION 16400
ELECTRICAL
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work included: Provide complete electrical and telephone
service where shown on the Drawings, as specified herein,
and as needed for a complete and proper installation in-
cluding, but not necessarily limited to:
1. Main switchboard, metering facilities, main switch, and
2. Feeder system, in conduit to branch circuits panels;
3. Branch circuit panels €or power and lighting;
4. Eranch circuit wiring, in conduit, €or lighting, rccep-
tacles, junction boxes, and motors;
5. Telephone conduit and terminal boards;
6. Hangers, anchors, sleeves, chases, supports for fix-
distribution board or boards as needed;
tures, and other electrical materials and equipment in
association therewith;
7. Lighting fixtures and lamps; 8. Wiring system, in conduit, for equipment and controls
provided under other Sections of these Spccifications
including, but not necessarily limited to, Plumbing and
Fire Sprinkler Sections;
the Contract, but for which motor starters and controls are not otherwise provided;
terns.
9. Motor starters and controls for motors provided under
10. Other items and services required to complete the sys-
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1
of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly
trained and experienced in the necessary crafts and who are
completely familiar with the specified requirements and the
methods needed for proper performance of the work of this
Section -
13. Without additional cost to the Owner, provide such othcr
labor and materials as are required to complete the work of
this Section in accordance with the requirements of govcrn-
ELEZTRICAL
16400-1.
FIRESTATION f 1 CARLSBAD, CALIFORNIA
mental agencies having jurisdiction, regardless of whether
such materials and associated labor are called for else-
where in these Contract Documents.
0
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01370.
B. Pxoduct data: Within 35 calendar days after the Contractor
has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under
2. Manufacturer's specifications and other data needed to
3. Manufacturer's recommended installation procedures
this Section;
prove compliance with the specified requirements;
which, when approved by the Architect, will become the
basis for accepting or rejecting actual installation
procedures used on the Work.
C. Samples:
1. When so requested by the Architect, promptly provide
Samples of items scheduled to be exposed in the final
structure.
approved by the Architect, approved Samples will be re-
turned to the Contractor for installation on the Work.
2. When specifically so requested by the Contractor and
D. Manual: Upon completion of this portion of the Work, and
as a condition of its acceptance, deliver to the Architect
two copies of an operation and maintenance manual compiled
in accordance with the provisions of Section 017,l'o of these
Specifications. Include within each manual:
1. Copy of the approved Iiecord Documents for this portion
2, Copies of all circuiy directories;
3. Copies of all warranties and guaranties.
0
of the Work;
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01400
1.5 WARRANTY
A. In addition to standard one year warranty on all labor and
materials, provide a two year warranty on ballasts for all
fluorescent lighting fixtures.
PART 2 - PRODUCTS
2.1 GENERAL
A. Provide only materials that are new, of the type and quali-
ty specified. Where Underwriters' Laboratories, Inc. have
ELECTRICAL' a 16400-2 .
FIRESTATION # 1 CARLSBAD, CALIFORNIA
established standards for such materials, provide only
materials bearing the UL label.
B. Temporary Power:
1. In addition to providing temporary power as described in Section 1 of these Specifications, provide and
pay the costs for installing permanent electrical meter
or meters as required.
Owner will pay the costs for electrical power charged
against the meter or meters.
2. When permanent metering is in place and connected, the
2.2 ENTRANCES AND SWITCHBOARD
A. Main switchboard:
1. Provide factory assembled, dead front, braced as shown
on the Drawings, with equipment busing connection, current-limiting fuses, circuit breakers, and similar
components as shown on the Drawings or required for proper completion.
secured by two cadmium plated screws. 2. At fused switches, provide etched plastic nameplates
i3.
hoisting and placement of sections.
c. ITE:
d. Square D:
e. Zinsco:
D. Provide current-limiting fuses as req'd. by Main Disconne
1. Fuses to be 'Bussmann' KTNR-400 or JJN-400 (dependi on switch configuration; or approved equal.
2. Furnish (3) spare fuses to the Owner.
ELECTRICAL
16400-3.
FIRESTATION # 1 CARLSBAD, CALIFORNIA
- L. rnr below 600 amps, as shown for short circuit
duty, wcq K -1 "Limitron," or Class K-5 "Low Peak," or Class K-- It anufactured by Bussman, or equal manufactured by Chase--
a
E. At main disconn., provide a micarta nameplate with
white lettering on a red background, reading WARNING,
INSTALLED. REPLACE ONLY WITH CURRENT-LIMITING FUSES AS ORIGINALLY
-F. " i- % qnare fuses for each feeder, housed in a suitable cabinet near the main d1~Tribui;vn-b-e-w~.
2.3 GROUNDING SYSTEM
A. Ground all equipment, including switchboards, trans- formers, conduit systems, motors and other apparatus, by conduit or conductor to cold water main or to inde- pendent grounding electrode as shown on the Drawings, using ground clamps manufactured by Burndy or T&B, and approved by the Architect.
B. Use ground rods if water mains or piping are not metallic, or if isolation couplings have been used. 1. Locate ground rods in planters or similar areas which will receive water regularly, and drive to a
depth'of at least 8'-0".
2. Make ground tests to measure ground resistance? and provide not more than 5 ohms resistance, addins ground rods as required to achieve that level.
0
ELECTRICAL
16400-4 0
FIRESTATION # 1 CARLSBAD, CALIFORNIA
3. Make ground rods accessible for inspection. -4. AA-A" y& ;; -2 L-1- .... I.. J u--
2.4 DISTRIBUTION SYSTEM
A. Identification: 1. Identify all panelboards, cabinets, safety switches,
2. Provide plastic laminate nameplates, black face with
and other apparatus used for operation and control of circuits, appliances, and equipment.
white core letters, showing proper and complete identi-
f ication.
B. Branch circuit panels: 1. Panels -shall be of ttle 'load-center' type, with
2. Circuit breakers shall be 10 KAIC, full-size
3. Approved manufacturers are:
copper busing.
pl ug-on type.
Cut1 er-Hammer Crouse Hinds
General Electric I.T.E.
Square D Westinghouse -
C. Wiring devices: 1. Provide duplex receptacles of 3-pole grounding type with the third pole U-shaped and grounded to the con-
duit system, and as specified on plans.
No. 4050 or 4060
c. Sierra: No. 1402
2. For flush-mounted receptacles, 2rovide Cover plates
3. Provide tumbler switches of commercial-industrial type,
as specified on plans.
20 amp, 120/277 V ac, as specified on plans.
a- Bryant
ELECTRICAL
16400-5 3
FIRESTATION # 1 CARLSBAD, CALIFORNIA
-
d. Sierra e. General Electric
f. P&S:
e
D. Conductors:
1. All conductors shall be copper with type THHN insulz
2. Wire sizes through 10 AWG may be solid. All wire larger than 10 AWG shall be stranded.
2.5 LIGHTING FIXTURES a
A. Provide fixtures of the types shown on the Drawings,
or approved equals.
-
ELECTRICAL . a 16400-6
FIRESTATION # 1 CARLSBAD, CALIFORNIA
E. Where fixture substitutes are proposed , pro v i de a 1 1 data necessary to substantiate equality, as required by the Architect.
and intercom
77 &. ,
neral: Provide Westinghouse units, or equal as approved
advance by the Architect, of the sizes and types needed
herwisc rcquired for thc facility, and with the fol- thc opcrations shown on thc Drawings, specificd herein,
attributes:
ith pertinent requirements of NEMA and NEC.
required accessory items.
rated, with interchangeable thermal ovcr- h double-break contacts capable of inter-
4. Normally re out entering the starter enclosure.
5. Equipped wi oads in each ungrounded leg.
B. Manual starters:
1. For both single-phas ree-phase starters, provide
units that open all ed conductors simultane-
ously.
2. For single-phase starters, de units of tumbler
switch type that clearly ind ON, OFF, and TRIPPED
positions.
units with START, STOP-WSET but he enclosure
cover.
C. Magnetic starters:
3. For three-phase starters, provid tton operated
1. Provide units with operating coils designe
the Drawings.
built-in under-voltage release.
2. For starters with line voltage operating coils, pr
ELECTRICAL
16400-7
FIRESTATION # 1 CARLSBAD, CALIFORNIA
de units with the accessories and auxil
ded for automatic or remote ope
a
D. Combination star 1. Provide units corn irements for magnetic
cuit breaker in
tection comply wi
2.8 SAFETY SWITCHES
A. Provide safety switches of heavy duty type, horsepower
rated, quick-make and quick-break design, externally opera- ted with provision for padlocking, fusible or non-fusible
as shown on the Drawings.
B. Provide enclosures clearly marked for maximum voltage, cur- rent, and horsepower rating, and: 1. Indoor: NEMA type 1
2. Outdoor : NEYA type 3R, raintight.
C. For switches having dual ratings (higher rating when used with dual-element fuses) , provide ratings indicated on a metal plate riveted or otherwise permanently fastened to
the enclosure.
de Westinghouse Type DS-3 and ST-3, or equal t
0
nsformers, provide tw
to nominal 120 V
close as pra 5. Do not provi ansformers.
exceeding 150 de oad, in an ambient
temperature of 4
NEMA, and provide UL list
of 5 kV class, provide a BIL of 25
0 kV on the secondary.
or units of GOO V and less, provide BIL of 10 kV.
/ \
ELECTRICAL. 0 16400-8
FIRESTATION # 1 CARLSBAD, CALIFORNIA
ate terminal compartment in the bottom of th
els and to provide for
G. Separate trans from case by suitable vibra all the transformer
imum of 18" of
minimum of 10% overload capac
2.11 OTHER MATERIALS
A. Provide ather materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of thir Section will be performed. Correct conditions detriment.
ELECTRICAL
16400-9
I
FIRESTATION # 1 CARLSBAD, CALIFORNIA
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
e
3.2 PREPARATION
A. Coordinate: 1. Coordinate as necessary with other trades to assure prop
and adequate provision in the work of those trades for i
terface with the work of this Section.
2. Coordinate the installation of electrical items with the schedule for work of other trades to prevent un-
necessary delays in the total Work.
3. Where lighting fixtures and other electrical items are
shown in conflict with locations of structural members
and mechanical or other equipment, provide required
supports and wiring to clear the encroachment.
E. Data indicated on the Drawings and in these Specifications are as exact as could be secured, but their absolute accu-
racy is not warranted. The exact locations, distances,
levels, and other conditions will be governed by actual
construction and the Drawings and Specifications should be uscd only €or guidancc in such rcgard.
C. Where outlets are not specifically located on the Drawings, locate as determined in the field by the Architect. Where outlets are installed without such specific direction, re- locate as directed by the Architect and at no additional
cost to the Owner.
D. Verify all measurements at the building. No extra compen-
sation will be allowed because of differences between work shown on the Drawings and actual measurements at the site
of construction.
e
E. Branch circuit wiring and arrangement of home runs have been designed for maximum economy consistent with adequate
sizing for voltage drops and other considerations. Install
the wiring with circuits arranged exactly as snown on the
Drawings, except as otherwise approved in advance by the
Architect.
F. The Electrical Drawings are diagrammatic, but are required
to be followed as closely as actual construction and work
of other trades will permit. Where deviations arc requirec
to conform with actual construction and the work of other
trades, make such deviations without additional cost to thc Owner -
3.3 TRENCHING AND BACKFILLING
A. Perform trenching and backfilling associated with the work
of this Section in strict accordance with the provisions o
D i v i s i on 1 of these Specifications.
ELECTRICAL 0 16400-10
FIRESTATION f 1 CARLSBAD, CALIFORNIA
3.4 INSTALLATION OF RACEWAYS AND FITTINGS
A, Where conduit is installed concealed in walls or above the
ceiling, or exposed in work areas, provide rigid galvanized
conduit or electrical metallic tubing with compression type
fittings.
2. Seal joints to prevent entrance of water.
3. Provide ground wire of proper size.
4. Use nylon (rather than steel) fish tape.
7 n-l 4 -- 1 A. L ULALL my LA-
B. Use flexible conduit only for short motor connections, or where subject to vibration.
C. Provide necessary sleeves and chases where conduits pass
through floors and walls, and provide other necessary open-
ings and spaces, arranging for in proper time to prevent
unnecessary cutting in connection with the Work. Perform
cutting and patching in accordance with the provisions for
the original Work.
D. Where conduit is exposed, run parallel to or at right angle
with lines of the building.
1. Make bends with standard conduit elbows or conduit bent
2. Make bends free from dents and flattening. to not less than the same radius.
E. Securely and rigidly support conduits throughout the Work.
3.5 INSTALLATION OF LIGHTING FIXTURES
A. Install lighting fixtures complete and ready €or service in accordance with the Lighting Fixture Schedule shown on the Drawings.
B. Wire fixtures with fixture wiring of at least 90 degrees C.
rating. Where fixtures are mounted in continuous rows, provide conductors in wiring channels of the same size as the circuit wires supplying the row of fixtures.
C. Use only bonderized, galvanized, or sherardized steel for
fixture installation for protection against rust and cor-
rosion, and install fluorescent fixtures straight and true
with reference to walls.
D. Install all lighting fixtures, including those mounted in continuous rows, so that the weight of the fixture is sup- ported, either directly or indirectly, by a sound and safe structural member of the building, using adequate number
and type of fastenings to assure safe installation.
ELECTRICAL
164 00-11
FIRESTATION # 1 CARLSBAD, CALIFORNIA
1. Screwed fastenings, and toggle bolts through ceiling
2. Do not support from sub-purlins of panelized roof sys-
material or wall paneling, are not acceptable.
tems .
e
3.6 INSTALLATION OF POWER EQUIPMENT
A. Provide power and control wiring for motor starters and
safety switches as shown on the Drawings.
B. Connections to miscellaneous building equipment: 1. Wire to, and connect to, all items of building equip-
ment not specifically described but to which electrical
power is required.
2. Coordinate as necessary with other trades and suppliers
to verify types, numbers, and locations of equipment.
3.7 INSTALLATION OF CONDUCTORS
A. Unless otherwise shown on the Drawings, use No. 12 type TYH
conductors €or all branch circuits, protected by 20 amp
circuit breakers. Where so indicated on the Drawings, use
larger wires to limit voltage drops.
B. The number of wires in a conduit run is indicated on the
Drawings by cross lines on the conduit runs.
1. Where wire size is not shown, install No. 12 conductors 2. Where conduit size is not shown, install 1/2" conduit.
3. Provide code-sized conduit €or number and size wires
shown or required, unless a larger size conduit is
shown on the Drawings.
0
C. Use identified (white) neutrals and col.or-coded phase wires
for all branch circuit wiring. 1. Make splices electrically and mechanically secure with
pressure-type connectors, or by soldering.
a. For wires size 6 AWG and smaller, provide "Scotch-
b. For wire size 4 AWG and larger, provide Burndy
lock" connectors.
"Versitaps" and heavy-duty connectors, or T&B "Lock
Tite" connectors.
2. Insulate splices with a minimum of two half-lapped lay-
ers of Scotch Branch No. 33 vinyl-plastic electrical ta
where insulation is required.
D. Tape all joints with rubber tape 1-1/2 times the thickness
of the conductor insulation, then cover with the friction
tape or the vinyl-plastic electrical tape specified above.
E. The Drawings indicate the general direction of home runs.
Continue all such home runs to the panel as though the
routes where shown completely.
ELECTR1CA.L
164 00-12 a
FIRESTATION f 1 CARLSBAD, CALIFORNIA
-
3.8 INSTALLATION OF PANELS
A. Unless otherwise shown on the Drawings, install panels with
the top of the trim 6'-3" above the finished floor.
B. Mount a typewrittcn directory behind glass or plastic on
the inside of each panel door and, on the directory, show
the circuit number and complete description of all outlets
on each circuit.
b.. LA.
;n '-celr. --i1 .. +y zp2--, ,..'Lt!. 22&l-€e&hlt tZq-€J-&< :::th p22-e: S,?SZl'lpt-
3.9 TESTING AND INSPECTION
A. Provide personnel and equipment, make required tests, and
secure required approvals from the Architect 'and governmen- tal agencies having jurisdiction.
B. Make written notice to the Architect adequately in advance
of each of the following stages of construction: 1. In the underground condition prior to placing concrete
floor slab, when all associated electrical work is in
place;
2. When all rough-in is complete, but not covered;
3. At completion of the work of this Section.
C. When material and/or workmanship is found to not comply with the specified requirements, within three days after receipt of notice of such non-compliance remove the non-
complying items from the job site and replace them with items complying with the specified requirements, all at no
additional cost to the 0:mer.
D. In the Architect's presence:
1. Test all parts of the electrical system and prove that
all such items provided under this Section function
electrically in the required manner.
2. Immediately submit to the Architect a report of maximum
and minimum voltages, and a copy of the recording volt-
meter chart.
wires and neutrals, and report these voltages to the
Architect.
3. Also measure voltages between phases and between phase
3.10 PROJECT COMPLETION
A. Upon completion of the work of this Section, thoroughly
clean all exposed portions of the electrical installation,
removing all traces of soil, labels, grease, oil, and other
foreign material, and using only the type cleaner recom-
mended by the manufacturer of the item being cleaned.
ELECTRICAL
16 4 0 0- 13
FIRESTATION f 1 CARLSBAD, CALIFORNIA
B. Thoroughly indoctrinate the Owner's operation and mainten-
ance personnel in the contents of the operations and main-
tenance manual required to be submitted under Article 1.3 of this Section of these Specifications.
4D
END OF SECTION
e
ELECTRICAL
16400-1 4 . a
b - - 'Moddl6t%ercial ' '
Catalog Number Example: 2M 2 40 RW A19 120 E
2M 2 40 RW AI 9 120 ES
U31 31W T8-U ( 247
32 32W T8 148)
W 4OW 712 (48')
A19 $19 pattern acrylic,
IM Injection-molded
acrylic, ,150" thtck
AC Dropped-dish, matte
U40 40W T12-U 124")
CF40 40W TrS RS (24")'
* E' leg spacing standard on
2-lamp models. 3-5/8'
standard on 3-lamp.
Note: Center mullion standard on
{blank) White flush steel 120,277 or 347
(Not included) FN Natural flush aluminum Others available.
2.3,4.6 or 8 FM White flush aluminum -
RN Natural regressed
RM Matte black tegressed
RW Whke regressed aluminum
aluminum
aluminum
Options
Cat. No. Description
PSP Luminous plasric side panels.
(Add suffix ?a catalog number)
Size Series of Lamps Type in.(cm) in.(cm) in.(cm
1 x4 M 1,2.3 32, 40 12(30.5) 3-3/4(9.51 48(121
2x2 2M 2,3,4"* 17, 20. U31. U40, CMO 24(61.0) 3-3/4(9.5) 24(61.
2x4 2M 2.3,4 32,40 24(61 .O) 3-3/4(9.5) 48( 121
4x4 4M 4,6,8 32.40 481121.9) 3-3/4(9.5) 48(121
*' 4 lamps not applicable with U40 or CF40.
F,
<. ' *.- ,. '
\%
r"lp LITHONJA LlGH
E
nli-rdrpose vvaii tsracKei
Example: WC 1 40 120 ES
7yE- l-2
Catalog Number
17 17W T8 (24') (Blank) Mane whne 120,277 or 347 for additional
20 20W T12 (247* opal acrylic Others adailable OPllons and
25 25w T8 (36) A12 912 pattern
30 3OW T12 (36')
32 32W T8 (48'1
1 or2
Options
Cat No Description
St
CO
CHR Chrome finish endplates
BRS Polished brass finish endplates
OAK Solid oak endplares, light finish
WOAK Solid oak endplates, washed finish
ES Energy-saving ballast
(Add suffix to catalog number)
On/off swdch (all lamps) Lower lek 12OV only
Grounded convenience outlet Lower right 120V only
Number Lamp Series of Lamps Length
1,2 24' 4-5/8(11.7) 4-5/8(11 7) 24(61 0) wc 1, 2 36" 4-5/8(11 7) 4-5/8(11.7) 36(91 4)
1,2 48' 4-5/8(11 7) 4-5/8(11 7) 48(121 9)
@ LlTHONlA LIGHTING
-+y@-5 F- gu- 'Undercaoiner ugnr
Catalog Number Example: UC 21 120 LPW C
For options and
2UC 1-3/4"deep accessories, see l2 1-8w T5 (12-1'" * Consult Lithonla Lighting below, 17 1-17W78 (24')
20 1-2OWT12 (24') other voltages.
sales representative for
Zt 1-13W T5 (Zl-l/F)
24 2-8W T5 (24-1/2'1
25 1-25W T8 (36')
30 l-NWT12(36')
32 1-32W T8 (487
33 1-8W & 1-13W 15
(33-1/2")
40 1-40WT12 (48)
42 2-13W T5 (42-1/2')
Options
Cat. No. Gescrtption
LPW
SWR
GLR Internal fast-blow fuse.
CSW
co
(Add suffix fo catalog number)
Warm white 3330°K T5lamps installed (UC only).
Rocker sv.fi:ch installed (12OV only).
6' cord set v;hFe (12OV only).
Grounded convenience outlet l12OV on!yl.
Length Lamp Width Depth Length (feet) Series Type in.(crn) in.(crn) in.(cm)
1 uc 12 5-1/4(13.3) 1 -1/8(2.9) 12-1/4(31.1)
1.75 uc 2 1 5- li4( 13.3) 1 - 1/8( 2.9 1 2 1 - 1/4(54.0)
2 2uc 12, 17 5-1/4(13.3) 1-3/4(4.4) 24-1/8(61.3) uc 24 5-1/4( 13.3) 1 -1/8(2.9) 24-1/2(62.2)
2.75 UC 33 5-1/4(13.3) 1-1/8(2.9) 33-1/2/85.1)
3 2uc 25,30 5-1/4(13.3) 1-3/4(4.4) 36-1/8(91.8)
3.5 uc 42 5-1/4(13.3) 1-1/8(2.9) 42-1/2(108.0)
4 2uc 32,40 5-1/4(13.3) 1-3/4(4.4) 48-1/8(122.2)
m ,w Page 19.
6j5 LlTHONlA LlGHTli
General Purpose Industrial
Example: E3 2
40 4OW Ti2 (48')
48 3W Slimline (48)
48HO 60W 800MA 148")
48PG 1lOW 1500MA (48')
96 75W Slimline (96')
qGHO 110W 800MA 196 1
96PG 215W 1500MA (96")
For iangern doc.ble
I. 2 30r 4
Options
Cat No Descrtption
(Add sfdh 10 canlog oim!x?r)
White porcelain reflector finish
Lamps Lamps percross per Lamp Width Depth Sectton Fixture Type in (cm) in (cm)
1 32,40,48,48H0,48PG 12(30 5) 5-1/4(133)
2 32,40,48,48H0,48PG 12(30 5) 5-1/4(13 3) 3 32,40,48,48HO 16(40 6) 5-1/4(13 3)
4 32,40,48,48HO 16(40 6) 5-1/4(13 3)
2 32,40,48,48H0,48PG 16(40 6) 5-1/4(13.31
2 32.40.48.48H0.48PG 12(30.5) 5-1/4(13 3) 4 32.40.48.48H0.48PG 12(30 5) 5-111(13 3) 6 32.40.48.48HO 16(406) 5-1/4(13 3) 8 32.40.48.48HO 16(406) 5-1/4113 3)
4 32,40,48,48H0,48PG 16(40 6) 5-1/4(13 3)
1 96.96H0.96PG 12(30 5) 5-1/4(13 31 2 96,96H0,96PG 12(30 5) 5-1/4(13 31
16(40 6) 5-1/4(13 3)
16(4O 6) 5-1/4(13 31
2 96.96H0.96PG 16(40 6) 5-1/4(13 3)
fAi ITHOA'ILI
~ General Purpose Steel Channel 7+%- ~y General Purpose Aluminum Channel
Catalog Number Example: C 2 96 120
C 2 96 120 ES
C Steel 17 17WT8(24')
accessories channel 20 2OW T12 (24'1
channel 25 25WT8(367
30 3UWT12(367
32 32W T8 (487
36HO 45W T12 800MA (36')
40 40WT12 (48'1
c8 38W Slimline (487
MHO MIW T12 800MA (487
72 55W Slimline (72')
72HO 85W T12 800MA (72')
96 75W Slimline 19s)
96HO llOW T12 8WMA (SI
24H0 35W T12 8MIMA (24') ALC Aluminum
For tandem double
length unit, add prefix T.
Example: TC
120,277 or 347
Others available
1 or2
Reflector Accessories Example: SSMR 48'
Order as separate items
SSMR 48WH
CSMR Symmetric reflector 36 Nominal 36' ** SSR Specular silver finish steei
48 NominalW" SAR Specular silver anodized alum
Use ALCin placeofcin reHecrornomenclatureforaluminomreflectors.white paintedfinish. Example:ALCASf
** Order two 36 reflec!ors for 77 fixtures and two lg reflectors for 96' fixtures.
Nominal Lamps Lamps Length percross per Lamp Width Depth 1 (feet) Series Section Fixture Type in.(cml in.(cm) ii
2 CJALC 1,2 1,2 17,20 4-3/16(10.6) 3-Y49.5) 21
ALC 1,2 1,2 24H 0 4-3/16(10.6) 4-1/2(11.4] 2'
3 C/ALC 1,2 1,2 25.30 4-3/16(10.6) 3-3/4(9.51 3(
AlC i,2 1.2 36H 0 4-3/16(10.6) 4-1/2(11.4) 31
4 C/ALC 1,2 1.2 32 40,48 4-3/16(10.6) 3-W49.5) 48
ALC 1,2 1,2 MHO 4-3/16(10.6] 4-1/2(11.4) 48
TC/TALC 1 2 25,30 4-3/16(10.6) 3-3/4(9.5) 72
6 TCflALC 2 4 25.30 4-3/16(10.6) 3-Yq9.5) 72
C/ALC 1, 2 1,2 72 4-3/16(10.6) 3-31449.5) 72
ALC 1,2 1,2 72HO 4-3/16(10.6) 4-1/2(11.4) 72
TC/TALC 1 2 32,40 4-Y16(10.6) 3-3/4(9.5) 96
8 TCflALC 2 4 32.40 4-3/16(10.6) 3-3/4(9.5) 96
C/ALC 1. 2 1.2 96 4-3/16(10.6) 3-3/4(9.5) 96
ALC 1,2 1,2 96H 0 4-3/16(10.6) 4-1/2(11.4) 96
..~ .-- [I a* Page 195
fA (ITHONM LIG
tina ironer qpg ‘1 Heat-Removal Grid Troffer
Example: 2GT 2 40 A12 120 ES
2GT Grid Troffer
40 40WT12IW)
MY Holophane 8224
with overlay
matte white acrylic
12GT onlyl
,20, 277 Dr 347
23or4 FN Flush aluminum, AC Dropped dish, Cthers available
(Blank) Flush steel
natural
black
FM Flush aluminum. matte
FW Flush aluminum. white
RN Regressed aluminum,
RM Regressed aluminum.
RW Regressed aluminum,
RS Regressed stee1,Lvhite
RSM Regressed steel, matte
natural
matte black
white
black
Nominal No. Lamp Height Size Series lamps type in.fcm)
2x4 2GT. ZGTX 2,3,4 32.40 3-1 1/16(9.3)
~ALITHONIA LIGHTING -...
'-T 7 6" Frame-In iVfohu& & Trim
. ._._ ----,. @ q ../-------- --
-._-.
Aperturc 5-1!2-114.0 crnl Aperture: 6?!8- (16.8 crnl
R02W. White
R0U Clear Alzak R02G Gold Aizak
Aperture- 6-5/8" (16 8 cm)
R03A Clear Specular
R03G Gold Specular
Watlagebmp SRLH Heighl in lcml Wanagebmp SlMH Height in (cml W8Nagebmp SNH Height ia
1.8 7 (17.81 9 0T 1.4"' 8 (20.3) 130T 0.9' 9 t
1.5'" 8 (20.3) 26QT 1.1' 3 (
Srd Pkg = 6, Werghi = 6 lbr 12.7 ligl
Aperture: 6 115 2 cml
RCl& Clear Alzak RC2A Clear SpecularAlzak RW1' White RCIG Gold Alzak RC2G Gold Specular Alzak RW2 Baffle w/Alzak I RC1 BL Hack Alzak RCZBL Black Specular Alzak Reflector
Aperture: 6-5/8" (16.8 cm) Aperture. 6-318" (16 2 crnl
WaRagellamp SM Height in (cm) WamgeRarnp S/MH Hcighl in (cml Wsnsgebmp QMH Weigh1 in 0.9" 11-112 (29.21 9 [1T NIA 9-114 (
08' 9 (22.91 13QT NIA 9-1/4 (
Aperture: 5-1/2'(14.0 crnl Aperture: 6-i:2'(i6.5 cml Aperture: 6 (15.2 cml
RB1 Matte Black wiUpper RB2 Matte Black w/Upper RB3 Matte Black Stepc
White Refiector Whire Reflector w/Anodized Reflec
1.8 7 (173) 13 QT 1.6 i-3i4 (19.71 26 [1T 0.7 8 121
Aperture: 6-lK(16.5 crn) Aperture: 6-1/2'(16.5 cm)
Drop Opal Diffuser RU Flat White RL5 Fresnel
Flush Oca1 Diffuser RL4 Fresnel RL6 Flat White RL7 DropOpal RL8 DropOpal
- 7-3/4 (19.7) - 9QT 1.2" 7-5/8 (19.4) 9 QT 1.1' 7-5/8 (:
1.4. 7-314 (19.7) 13 a~ 1 1' 7-5/8 (19.4) 13QT 1.0' 7-V8 (:
Srd Pkg = I, Werchr : i 'bs 10.5 kg) . Slhlll ~IWVII lor HL I
Srd Pkg = 1. Wejghr : I /lis. 10 5kg)
* SMH shown lw RL3
Srd PA'g = 1. W8!ght = I 16s /0.5
'S/MH shown lor RL6
to catalog number. Example: RLlS
66 LlTHONlA l.lGH
Damp Location Enclosed Industrial
Wet Location Enclosed Industrial
Example: DM 2
120
48 33b' Slimline (48'1 belc
252. 48HO 6OW 800MA 148")
96 75W Slimline I961
96HO llOW 800MA 196)'
'For use ar 50" amh;ent ternp-
~"iitwe or below oiily No!
applicaoie when ES Baiiast and
ES lamcs are used.
For tandem dsde
*- Deep lens is standard on 4' slimline. HO
fix!i;res.Tomatchdeep appearance ond'rapid AEDP option.
Accessories Order Separarely
Cat. No Description
9CD
WLf
Mounting bracket to chain-hang DMIDMW, 2 per package (excludes chain)
Wirs hcck and 36 chain ser (2 per package)
Flel: :nstallable wet location finiriys to stern-hang DMW on 112 rigid conduit (:
For factory installed rittings on top, order WLF as option
32.40 7-5/8(18.4) 4-3/4(9.5)
32.40 7-5/8(18.4) 4-31419.5)
32,40 7-5/8(18.4) 5-5/8(13.3)
32.40 7-5/8(18.4) 5-5M13.31
48,48H0 7-5/8(18.4) 5-5/8(13.3)
48,481-10 7-5/8(18.4) 5-5/8(13.3)
96.96H0 7-5/8(18.4) 5-5/8(13.3)
96.96H0 7-5!8( 18.4) 5-5/8( 13.3)
feb I lTHflP"
. .._ . .. -
i.- i
I"' ---- r-- ----- --I. .--. . --I ( )Tk IV
Cataiog Number Example: CA 1 40 AW 120 ES
accessories. see
25 25WT8(36') For tandem double
length unit. add prefix T.
Example: TCA AW Mane white
1M. 277 or 347
(Not included) C:hers available
1 or2
Lamps Lamps tamp percross per Length
Series Section Fixture in.
1 1 24 5-1/4(13.3) 4-5/8(11.81 24-1/2(62.2)
2 2 24 5-1/4(13.3) 4-5/8(11.8) 24-1/2(62.2)
1 1 36 5-1/4(13.3) 4-5/8(11.8) 36-1/2(92.71
2 2 36 5-1/4(13.3) 4-5/8(11.8) 36-1/2(92.7)
1 1 48 5-1/4(13.3) 4-5/8(11.8) 48-1/2(123.21
2 2 48 5-1/4(13.3) 4-5/8(11.8) 48-1/2(123.2)
1 2 48 5-1/4(13.3) 4-5/8(11.81
4 48 5-1/4(13.3) 4-5/8(11.8! 2
CA
CA
CA
TCA
@ 1 ITHONIA LIGHTING
Two 3 bulbs each 75w R-30 or 1 OOw A-19 max P3942-10 Pollshed brass
P6268-10 Polished brass Adjustable
wall or ceiiing sphere 5Y4" W , 7Y4" ht One B bulb 50w R-20 rnax
SmOk
?J / 100-35 Watt /
with Vandal Resistant
Prismatic Polycarbonate Rc
Appearance architecturally appealing pren
cast aluminum construction. The handsome dar
finisti of durabtc baked.on enamel, polyester pai
wres longevity.
Performance the optics incorporate multiple
for superior control and beam efficiency. The v
resistant, clear prismatic refractor is injection mc
car!)cnate. The Smokey housing has high tempe
gasketing which ir;hibits the entrance of outside
nants, insuring energy savings, longer life and rec
ma i ri:ena we.
Fi?iIability the Smokey, like all Lumark
mus? iindergo what has been called the most sgp
ed testing iii The industry. each unit (100% proc
tion! undergoes a complete computerized check
eiectrical component before shipment. Li.L. iist,
wet iocations.
Flexibility easy to insrall, the sestheticaliy (
Smokey can be wall mounted, pole mounted, or
moi:n:cd and is availabie with HPS or b1V lamp q
variety of vol:ages.
Appiications designed for use in a variety of
applications such 2s hotel;, motels, parking iots,
docks, dl-ive-through applications. car washes, in
~vays ana hallways of residential ani commercial
SJ i i d i n gs.
/yP- 0 + v'
,t-4
gH~Ey -I
pi
I
-. t-+y
Ordering Enf ormation
Lamp Type Catalog Number Height x Width y Depth z \i
100 Watt High Pressgre Sodium HPVR-PC-100-120V**-LL* 10" 7 -, 6%" 6
70 Watt High Pressure Sodium HPVR-PC-70-120V. '-LL* 10" 7 I) 6%" 6
50 Watt High Pressure Sodium HPVR-PC-50-12OV* *-LL* 10" 7 " 6%'' 6
6 6y IS 35 Watt High Pressure Sodium HPVR-PC-35-120Vt* - LLc 10" 7 r*
To order milk. white refractor. change refractor dCSignatlOn In
catalog number lrom "-PC-" to "-PW-". (Example:
t+PV R - PV2.7 0 - 1 2 0 V - L L )
To order bron;e refractor. change ref:actor deslgnatlon in
w:alog number from "-PC-" to "-PB-". (Example:
HF'V R-PS-70- 12OV-LL)
Mtik white ar.a bronze refractor available wetti 35, 50. and
70 watt unit5 only.
TO order Mrrcriry vdpor. change !Imp deslynatton from "HP" to
"MV". (Examole. hl'~'VH-PC-IOO-12OV).
Mcdi,:ni base socket only.
* Ldmo IS lnciucied in each fixture.
** Stock bdllasts are normal power factor reac!or tyPe for
High power factor ballast plus other voltages available.
W.L. listed for wet locations.
Page kurnark Fo Box 6iwo D:FW Alrpcfl Texas 75x1 214 258 82s;
100-35 Watt 1
with Vandal Resistant e 7P.S U4-Y Prismatic Polycarbonate
Appearance enduring and appealing prem
aluminum construction. The durable dark br
offers an aesthetically pleasing look that stan
weather and corrosion.
Performance the precision designed optic!
down and out, eliminating glare and wasted I
c!ear, high-impact resistant prismatic polycar
fractor, allows for varied spacing between lur
The components are sealed and gasketed aga
ture and outside contaminants, insuring ener
ings, longevity and reduced maintenance. AI
field installed photo cell is also available.
Heiiability the Mini-Pak, as well as all Lum
must unciergo extensive testing of each elect!
nent before shipment. Each unit (100% of p
withstands a computerized check, assuring q
pe:forrnance of the highest standard. U.L. li
h4ini- Pak'. - - _-.- -
1'1
/VT I I I 1oca:ions.
';. -- ! L Flexibility easy and economical to inst;
Pak mounts t3 any vertical surface or 4" oct
tion box. K.0.s located in side for surface n
co nd iu t .
Appi ications loading docks, u nderpa:
stairways, bu itding entrances, public garages
ramps.
------- -
I
l-Y--i 0
Ordering Information
Lamp Type Catalog Number Height x WidthY Depth'
100 Watt High Pressure Sodium HPMP-PC-100- 120V *-L LC 7" 10" 6%"
70 Watt High Pressure Sodium HPMP-PC-70-120Vc '-LL* 7 ** 10" 6%"
50 Watt High Pressure Sodium HPMP-PC-50-120V**-LL* 7 re 10" 6%"
35 Watt High Pressure Sodium HPMP-PC-35-120V0 *-LL' 7 .* 10" 6%"
To order milk white refractor. change refractor designation In
catalog number from "-PC-" to "-PW-". (Examole:
Medium base socket only.
* Lam0 is included in each fixture.
** Stock ballasts are normal power factor reactor tY
ulgh powet factor bsllast plus other voltages avai
HPMP-PW-70-1 POV-LL)
To order bronze refractor. change refractor deSignatlOn In
atalog number from "-PC-" to"-PB-". (Example:
HPMP-PR-70-120V-LLi
Milk white and bronze refractor available 'with 35. 50, and
70 watt units only.
To order Mercury VaDo:. change lamp derigna?ion from "HP" to
"MV". (Example: MVh!P-PC-100-120V).
U.L. itsted for wet locations.
a
Page Lumark PO BOX 61~270 O~FW AM~OCI. Texas 75261 214 258 8253
December 14, 1994
Bachmann Construction, Inc.
1925 Palomar Oaks Way, Suite 220 Carlsbad, CA 92008
Re: Bond Release - Contract No. U/M 93-6 - Fire Station No. Renovation
The Notice of Completion for the above-referenced project 1 recorded. Therefore, we are releasing 75% of the Performance Box Please consider this letter as your notification that $150,728.
of Insurance Co. of the West Performance Bond No. 127-03-51
hereby released.
A copy of the recorded Notice of Completion is enclosed for yc
records.
&& Assistant y Clerk
Enc.
c: Chuck Walden, Com. Services
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-28
c
.7
-9- GLdd
Recording requested by:
When recorded mail to: .
CITY OF CARLSBAD
City Clerk
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, CA 92008
/&:
Space above for Recorder’s Use
NOTICE OF COMPLETION
Notice is hereby given that:
1.
2.
3.
4.
5.
6.
7.
The undersigned is owner of the interest or estate stated below in the property hereinafter descri
The full name of the undersigned is City of Carlsbad, a municipal corporation.
The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California, 92008.
The nature of the title of the undersigned is: In fee.
A work of improvement on the property hereinafter described was completed on June 1 , 1994
The name of the contractor, if any, for such work of improvement is Bachman Construction.
The property on which said work of improvement was completed is in the City of Carlsbad, Counl
San Diego, State of California, and is described as follows:
FIRE STATION NO. 1 RENOVATION, Contract No. U/M 93-6.
The street address of said property is 1275 Carlsbad Village Dr., Carlsbad, CA 92008. 8.
CITY OF CARLSBAD
David Bradstreet
Community Services Director
VERIFICATION OF CITY CLERK
I, the undersigned say:
1 am the City Clerk of the City cf Carisbad, 1200 Cadshad Village Drive, Carlsbad, CA 92008; the
Council of said City on September 27, 1994 , 1994, accepted the abo
described work as completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on September 28 , 1994 at Carlsbad, California.
CITY OF CARLSBAD
Karen R. Kundtz, Assistant City Clerk
9 w " /Wf/Y)D