HomeMy WebLinkAboutKilgallon Construction Company Inc; 1988-06-28; 3242~~~~~~~~~~~~ ~~~~~~~, Inc.
QEWERAL. CON MAL rcm s LC #44f~z6
June 8, 1988
City ~f Carlsbad
1200 Elm Avenue
Crisbad, California 92008-1989
Ref : Eire Statim No. 5
Project No. 3242
Subject: Escrow Agreement for Security Deposits
Our company has elected to open an escrow accourit fer security deposits in
lieu of retention. The escrow agent will be Wells Fargo Bank, Escrow No.
650-9126* Included with the contract documents €or the above projcct is
397 ''ESCT.OW Disclastire Statement" which must be signed and returned to
Fjiells Fargo knk along with LE fully executed copy of the '%SCPQW Agreaant".
Sincerely t
Xilgalhon Canstructian Cornpang, Inc.
,&&
Jacqueland fa'olan
Accuunting
/ jn
\
621 0 Masirw.3ustt-y Dr. @ Sen Dtegc, CA 923 21 0 61 W5El-P-1 Q5Q
Escrow No. 650-9326 Escrow Office San Diego Escrow #650 -*
ESCROW DISCLOSURE STATEMENT
Thank you for opening an escrow account with Wells Fargo Escrow
Services (Escrow Agent). Your account is backed by the resources of
the West's oldest bank as well as by coverage of the Federal Deposit
Insurance Corporation (FDIC) .
periodic statements on escrow deposits and disbursals. These are
supplemental to any other requirements contained in your escrow instructions or escrow agreement.
As an enhancement of our escrow services, Escrow Agent provides
Please provide below, the Name(s) and Address(es) to whom you want the statements sent.
If you wish no statement be sent, Escrow Agent will generate
none. If you desire a 'will call', a statement will be retained in
Escrow Administration for 60 days pending your telephone request. If 0 no contact is received from you, it will be sent at that time.
The telephone contact number at Escrow Administration is
(415) 983-3545.
Please check the appropriate box.
o Will Call For Statement Will Call For Statement
No Statement No Statement
Ixll Send Statement To: m Send Statement To:
NAME Gerard Kilgallon NAME f"ccr k?,~rd Zur /
FIm Kilgallon Construction Co., Inc. FIRM cd-~ or &a/S bad.
ADDRESS 6210 Mar Industry Drive ADDRESS dJh3 kt> Ta 1 ,"I@$ 2
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bT p -I/
San Diego, CA 92121
Customer signature Date -11)
ESC 542(T) 4/88
~4 Please issue a Permanent Certificate
COVERAGE
NOT AUTO COVERED LIABILITY COVERED 0 Owned m Hired 0 Non-Owned
I3 Contingent Liability
0 El Employer’s Non-Ow ners h i p
Single Limit Liability for Coverages checked ix] above
GENERAL LIABILITY
M&C - OLT
Owners & Contractors
EJevators
Completed Operations
0 Contractual * { ‘Q
Id 0 Products and/or
Single Limit Liability far Coverages checked w above
CARGO 0 El
WORKERS 0 0 COMPENSATION * Includes Goods or Products Warranty, Written
COMBINED LIMITS OF LIABILITY
Bodily Injury $ ,000 each person
$ ,000 each occurrencm
Property Damage $ ,000 each occurrenc
$ 1 3 o o o ,000 each occurrenc
$ ,000 each person *
$ ,000 each occurrenl ,ooo onnuol oggreg<
Property Damage $ ,000 each occurrent
Bodily Injury
products * o 8
annuol aggregc
$
$
$ 1 9 o o o ,000 each occurrent
fooo products * 8 8
onnuol aggregc $ l,ooo ,000 products c* 8
,000 each vehicle
,000 each Occurreni
$
$
Statutory
Lease of Premises, Easement Agreement, Municipal Ord
Umbrella Liability
POLICY NUMBER
$ ,000 retoined limi
$ each occurre
$ aggregate
PAUL DOLE INSURANCE AGENCY
P.O. BOX 400
BONITA,CA 92002
KILGALLON CENSTRUCI’ION
6210 MAR INDUSTRY DRIVE
SAN DIEGO,CA 921 21
s a CONTRACTORS PROTECTIVE
SCHEDULED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
EMPLOYERS’ LIABILITY
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ALL OPERATIONS
CITY OF CARLSBAD
1200 EI%I AV”E
CAIILSBAD,CA 92008
T 1200 ELM AVENUE CARLSBAD, CA 92008-1989 (6 e
MitQ of aarlsbna
PURCHASlNG DEPARTMENT
April 6, 1988
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ADDENDUM NO. 1
PROJECT: FIRE STATION NO. 5 CONTRACT if3242
i
Please include the attached as a part of the Contract.
This addendum, receipt acknowledged, must be attached to
Proposal Form when bid is submitted. 0
UFd?-,
Ruth Fletcher Purchasing Officer
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1
,, . - _G;.- LA' &Jg
Bidkr's Sigddtire ' y
e
2075 LAS PALMAS DRIVE TE CARLSBAD, CALIFORNIA 92009-4859 (61'
Offlce of the Municipal Prolects 0
mu of aarisbab
April 19, 1988
ADDENDUM NO. 2
PROJECT: FIRE STATION NO. 5
CONTRACT #3242
4
Please include the attached as part of the Contrat.
This addendum, receipt acknowledged, must be attached to
Proposal Form when bid is submitted. 0 F-r- Rut Pur hasing Fletcher Officer
I ACKNOWLEDGE RECEIP OF ADDENDUM NO. 2
a
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R E e E I Mg; 1200 ELM AVENUE
CARLSBAD, CA 92008-1989 * APR 26 1988
@fQ df &&bElh KWtofl Construction
PURCHASING DEPARTMENT
April 25, 1988
ADDENDUM NO. 3
PROJECT: FIRE STATION NO. 5
CONTRACT #3242
Please inctude the attached as part of the Contract.
This addendum, receipt acknowledged, must be attached to
Proposal Form when bid is submitted.
0 Ru *G%v22%4 Fletcher
PURCHASING OFFICER
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 3
& &4b /./LJ$z 5
Bidder's Sig$ature /'
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TABLE OF CONTENTS I ITEM - Pi
NOTICE INVITING BIDS
PROPOSAL
BIDDER'S BOND TO ACCOMPANY PROPOSAL
DESIGNATION OF SUBCONTRACTORS
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
BIDDER'S STATEMENT OF TECHNICAL ABILITY & EXPERIENCE
CONTRACT
CONTRACTOR'S CERTIFICATION OF AWARENESS OF WORKERS'
1
COMPENSATION RESPONSIBILITY
CONTRACTOR'S CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986
LABOR AND MATERIALS BOND
PERFORMANCE BOND 1 CERTIFICATION OF COMPLIANCE
I.
ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU
OF RETENTION
RELEASE FORM
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I SPECIAL PROVISIONS
CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Sealed bfLds wil:L be received at the Office of the Purcha:
Officer, City Hall, 1200 ;Elm Avenue, Carlsbad, California, UI 4:OO P.M. on the 28th day of April, 1988, at which time they 1 be opened and read for performing the work as follows:
FIRE STATION NO. 5 CONTRACT NO. 3242
The work shall be performed in strict conformity with specifications therefor as approved by the City Council of City of Carlsbad on file with the City Clerk. Reference hereby made to the specifications for full particulars description of the work.
The City of Carlsbad encourages the participation of minority women-owned businesses.
No bid will be received unless it is made on a proposal j
furnished by the Purchasing Department. Each bid must accompanied by security in a form and amount required by 1 The biddter's security of the second and third next 101 responsive bidders may be withheld until the Contract has t: fully executed. The security submitted by all other unsuccesi bidders shall be returned to them, or deemed void, within
(10) days after the Contract is awarded. Pursuant to provisions of law (Public Contracts Code Section 455 appropriate securities may be substituted for any obligat required by this notice or for any monies withheld by the Citj ensure performanc:e under this contract.
The documents which must be completed, properly executed, notarized are:
1. Proposal-
2. Bidder's Bond
3. Designation of Subcontractors
4.
5.
Bidder's Statement of Financial Responsibility Bidder's: Statement of Technical Ability and Experienc
All bids will be compared on the basis of the Engine€
Estimate. The estimated quantities are approximate and SE
solely as a basis for the comparison of bids.
No bid shall be accepted from Contractor who has not k licensed in accordance with the provisions of State law. Contractor shall state his or her license number classification in the proposal.
Sets of plans, special provisions, and Contract documents n obtained at the Purchasing Department, City Hall, Carl
The City of Carlsbad reserves the right to reject any or all and to waive any minor irregularity or informality in such 1:
The general prevailing rate of wages for each craft or ty worker needed to execute the Contract shall be thos determined by the Director of Industrial Relations pursua the Sections 1770, 1773, and 1773.1 of the California Labor Pursuant to Section 1773.2 of the California Labor COC current copy of applicable wage rates is on file in the Offi the Carlsbad City Clerk. The Contractor to whom the Contra
awarded shall not pay less than the said specified preva rates of wages to all workers employed by him or her i execution of the Contract.
The Prime Contractor shall be responsible to insure compl: with provisions of Section 1777.5 of the California Labor Cc
The provisions of Part 7, Chapter 1, of the California Labor
commencing with Section 1720 shall apply to the Contrac
A prebid meeting and tour of the project site will not be he
Bidders are advised to verify the issuance of all addend receipt thereof one day prior to bidding. Submission of without acknowledgment of addenda may be cause of rejecti
bid.
Bonds to secure faithful performance of the work and payme
laborers and materials suppliers each in an amount equal t hundred percent and fifty percent, respectively, of the Con
price will be required for work on this project.
I The Contractor shall be required to maintain insuranc specified in the contract. Any additional cost of said insc
shall be included in the bid price.
f the City of Carl
California, by Resolution No. , adopted on the ,z% d
- .. California, for a non-refundable fee of $50.00 per set.
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-i 1 cougg&fl i Approved by the City
h-k- , 1988.
hd 29 /98F
I I I Date -blerk
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CITY OF CARLSBAD
CONTRACT NO. 3242
PROPOSAL
City Council
City of Carlsbad
1200 Elm Avenue
Carlsbad,, California 99008
The undersigned declares he/she has carefully examined locations and clonditions of the work, read the Notice Irivi Bids, exismined the Plans and Specifications, and hereby prog to furnish all labor, materials, equipment, transportation, services required to do all the work to complete Contract
3242 in accordance with the Plans and Specificatiens cf the
of Carlsbad., and. the Special Provisions and that he/she will
in full payment therefor the following lump sum prices for
item complete, to wit:
BASE BID: All labor, materials, services, grading and earth1 and equipment necessary for completion of all the work indic
in the construction drawiings including, but not limited to, plans, specifications, and contract documents, in confom
with the specifications.
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Total a tsunt o bid in words. 02 A &my/ Q,@ 2 &2YM4 ,&?/MA /horn /4 AiY2TT .k kg&" c- 'd
$ //5?Z?268n Tota amount of bid in numbers:
Addendum (a) No (s) . 1,2933 -/have
received and %/'are included in this proposal. /I 1-4 / 6 188 82-4/19/88 dm4125 f88
As a condition of the Bid Proposal, the undersigned shall prc
quantities and units, unit prices, and cost extensions for
following items included within the Base Bid.
Item Description with Approximate Item Unit Price or Lump Sum Quantity Unit T
No. Price F7ritten in Words and Unit Price -
fi 1. Mobilization: Up to but Lump Sum
not to exceed $50,000
@5$/Ad,, fk$
Item Description with Approximate
Item Unit Price or Lump Sum Quantity Unit No. Price Written in Words and Unit Price I
Lump Sum
\m
2. Clear and Grub
3. Unclassified Excavation 5,000 c.y. 2,Z.Y
6 ,sc,
and Stockpile (estimated)
Disposal (Earth & Rock) (estimated)
(building (s) excavation)
L 4 5,000 c.y. 4. Unsuitable Removal and
I SI 45- -
5. Import 6,000 c.y. \
(estimated)
6,000 c.y. 2,43 i 1 6. Place and Recompact unclassified fill and (estimated)
import
Driveways & Ramp Areas
Parking Areas
Entry Court
Entry Court
11. Concrete Paving Crossing Street w/Integral Color Curb & Gutter Both Sides
7. Concrete Paving at 9.
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9. Concrete Paving at 5
10. Interlocking Pavers at L I.
3
G 12. Curbs and Gutters /
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i 16. Trees (24" Box) 7 \.
d, 13. Curbs
14. Concrete Bench at Entry 4
/ <
$ Court
I 15. Tube Trellis at Entry /O/
17. Trees (15 Gallon) 7f
Court
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5/ 18. Shrubs (5 Gallon)
Item Description with Approximate
Unit Item Unit ?rice or ~ump Sum Quantity No. Price Written in Words and Unit Price - T
19. Vines (15 Gallon) 2
20. Groundcover % c
21. Boulder Stockpile and 14 // 5
/b 22. Boulder Stockpile and -8 1
// 5 23. Boulder Stockpile and 7
Zr c. 24. Boulder Stockpile and 4
25. I'r r i ga 1: ion system 2;
Re1ocat:e (2 4 It Diam. )
Relocate (36" Diam.)
Relocate (48" Diam. )
Relocal:@ (60" Diam. )
Comp 1 et: e
26. Plant 13stablishment
(30 days)
(90 days) 27. Plant Maintenance 2,
28. Hose Tower Complete Ls 2
End of Unit Descriptions.
All bids are to be computed on the basis of the given estii quantities of work, as indicated in this proposal, times the
price as submitted by the bidder. In case of a discre!
' between words and figures, the words shall prevail. In ca: an error in the extension of a unit price, the corrl extension shall be calculated and the bids will be computc indicated above and compared on the basis of the corrc totals.
The Undersigned has checked carefully all of the above fic and understands that the City will nQt be responsible foi
error or omissions of the part of the Undersigned in makir
this bid.
The Undersigned agrees that in case of default in executinc required Contract with necessary bonds and insurance pol within twenty (20) days from the date of Award of Contrac City Council of the City of Carlsbad, the proceeds of chec bond accompanying this bids shall become the property of the of Carlsbad.
Licensed kn accordance with the Statutes of the Statc California providinq for the registration of Contractors, Lic
Identification
The Undersigned bidder hereby represents as follows:
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I - -1 NO. 449426 , cy i<tcl/ ca-j :\ 'I \ B
1, That no Councilmember, officer agent, or employe the City of Carlsbad is personally interested, dirt or indirectly, in this Contract, or the compensatic be paid hereunder; that no representation, oral c t writing, of the City Council, its officers, agents employees has inducted him/her to enter into Contract, excepting only those contained in this foi Contract and the papers made a part hereof by terms; and
2. That this bid is made without connection with
person, firm, or corporation making a bid for the work, and is in all respects fair and without colli
or fraud .
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Accompanying this proposal is Bid bond
(Cash, Certified Check, Bond or Cashier's Cl / for ten percent (10%) of the amount bid. \.
The Undersigned is aware of the provisions of Section 3700 of Labor Code which requires every employer to be insured aga liability for workers' compensation or to undertake s insurance in accordance with the provisions of that code, agrees tio comply with such provisions before commencing performance of t;he work of this Contract.
The Undersigned is aware of the provisions of the Statc California Labor Code, Part 7, Chapter 1, Article 2, relativ
the general prevailing rate of wages for each craft or typ worker needed to execute the Contract and agrees to comply its provisions.
(619) 587-1050 - Kilgallon Construction Co., In
-, Bidder 1m
April 28, 1988
Date uthori/ d Signature
Authorized Signature
q%z$ Phone Number
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I 6210 Mar Industry Drive
San Diego, CA 92121 Corporation
Bidder t s Address Type of Organization
(Individual, Corporation Partnership)
List below names of Presildent, Secretary, Treasurer, and Manl if a corporation; and names of all partners, if a partnershi,
Gerard Kilgallon President/Treasurer
Kathleen Kilgallon Secretary
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(NOTARIAL AChWOWLEDGEXENT OF EXECUTION BY ALL PRINCIPALS MI
AaTACHED)
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(CORPORATE SEAL:)
SI
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}ss. STATE OF CALIFORNIA
COUNTY OF ..>Ad /?)I 4& c,
-64 day of A ,7L?? 1, , in the yc On this 2 d
before me, the undersigned, a Notary Public in and for said State, personal
0 4
, personally C
(or proved to me on the basis of satisfactory evidence) to be the person- wh
& subscribed to the within instrument, and acknowledged to me
executed it.
WITNESS my hand and official seal.
6
/7 P /26? ;zo IC /./-&A & L c) 13 /TZ,,4-<, 3~5 #J F
-) : c ““JL pn, . I , -3 1. /< l\l KI&-Lb,3LLL&S L, A) , ?-, 1 3-1 I.
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Notary Public in and for said Stat ACKNOWLEDGMENT-General-Wolcons Fwm 233CA-Rev 5-82
(0198’2 WOLCOTIS. INC. (prraclasr 8.2)
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS:
That we, KILGALLON CONSTRUCTION COMPANY INC. Principal, and INSURANCE COMPANY OF THE WEST , as Suret!
held and firmly bound unto the City of Carlsbad, Californi;
an amount as follows: (must be at least ten percent (10%) 0:
bid amount)
for which payment will and truly made, we bind ourselves,
heirs, executors and administrators, successors or ass
jointly and severally, firmly by these payments.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if
proposal of the above-bounden principal for:
e
10% OF BID AMOUNT
FIRE STATION NO. 5 CONTRACT NO. 3242
in the Ciby of Carlsbad, is accepted by the City Council of
City, and if the above bounden Principal shall duly enter
and execute a Contract including required bonds and insu
policies within twenty (20) days from the date of Awar
Contract by the City Council of the City of Carlsbad, being
notified of said award, then this obligation shall become
and void; otherwise, it shall be and remain in full force effect, and the amount specified herein shall be forfeited t said City.
In the event any Principal above named executed this bond individual, it is agreed that the death of any such Prin shall not exonerate the Surety from its obligations under bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals thi
e
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day of APRIL , 1908.
KILGALLDN CONSTRUCTION CS1!
1' X L &/,5,?yL / / I-- 1. --..
GERhRD J . mLGALLOP4
PRESIDENT
Title ATTORNEY-IN-FACT (Notarial acknowledgement
(Attach acknowledgement of execution by all PRINCIT
" Attorney in fact)
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DESIGNA'j?ION OF SUBCONTEiWa C)RS - LA,~ .- ;nde:rsiq~,ed Zertifie:; he/ske has nsed the s~St.ids ~f
. fclloxing' listed. Contractors in making up his/her bid 3R7d
the subcontractc;rs listed, will be used for the work for b
they bid,, s~:S$ec:t to the apprcval of the City Er,qir?eer, ar
accordanc:e vitn applicable provisions cf the specifications
Section 4100 et seq. of the Public Contracts Code, "Sublet and Subcontracting Fair Practices Act." No changes may be
in these sabcontractors except upon the prior a?proval of
City Engineer of the City of Carlsbad. The folloving infom? is required for each suScontractor. Additional pa3es ca
attached if required.
Items of Full Company Complete Address Phorie No.
Vork Yame - vith Zip Code- with Area C
855 Energy Way
8337 Santa Armenta Ave.
WRT Hh'C Td Willert Contracting - Chula Vista, CA 92011 (619J421-60
LA!!DSCAPE Ideal Landscape - San Diego: CA 97176 '*W
mm'E - -- COYCRETE PO Box 2007
REI:;FORCE.TIST Hafer Steel - San Diego, CA 92011
WOWtY De.nnis Whithsosky Masorg -
STXUCTUIML 1880 Nirvana Avenue
STEEL C&B Steel
(619J7.81 - =
(6195272-66
- Chula Vista, CA 92011 (6 19) 42 1-1 1
PO Box 178598
11 It 11 11 I1 =TAL DEC~C&B Steel -
YISC. METAL, C&B Steel - II 11 II II It
ARCH. 6210 Mar Industry Dr.
'k'COOi;L7iN .Jensen Ca.binet - San Diego, CA 92121 (6191453 - 5Q
9364 Mission Gorge Rd.
WATEF,DROCF?!:G E.A. Brown Roofing- San Dieno. CA 92120 (6195587 - 891
11 11 I1 11 ?.03?lSG 1E.A. Brown Roofing -
SI;VLIC!?S M.H. Powell - San Dieno, CA 92139 (h19)7'35 - 83
30225 .:::2 6210 Mar Industry Drive
:e% ?C 3
F-\?.SA?L
KT"T'"'.,.S I.\&" Ilolle Turner Glass - San Diego, CA 92101 (619)232-91:
l-31.. .YtD
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7027 Beckington Lane _--
Old Country Millwork - San Diego, CA 92121 (619) 587-0:
I1 11 II I! I1 Old Country -- Millwork -
427 Ninth Avenue
1939 Friendship Dr. , St. A
El Cajon, CA 92020 (6191697 - 70( 7973 North Avenue
7 ""U
PLASTE3 Johnson Kinsey -
TILE I*:cF.:; T-Four Ti:le - Lemon Grove, CA 92045 (6 19) 46 1-52:
INSURANCE co OF THE WEST
POWER OF EY
HOME OFFICE: SAN DIEGO, CALIFORNIA
Certified
L
KNOW ALL MEN BY THESE PRESENTS: That the Insurance Company of the West, a Corporation duly authorized anc
under‘ the laws of the State of Callfornla and having Its principal office In the City of San Dlego, California, does hereby n
constitute and appoint:
its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred In its name, place and stead, to
seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations In the nature thereoi
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following R
adopted by the Board of Directors of the Insurance Company of the West at a meeting duly called and held on the Six1
February, 1973, which said Resolution has not been amended or rescinded and of which the following is a true, full, and
copy:
JOHN T. DOLE DANIEL p. DOLE
“RESOLVED: That the President or Secretary may from time to time appoint Attorneys-in-Fact to represent and ac
on behalf of the Company, and either the President or Secretary, the Board of Directors or Executive Committee may at
remove such Attorneys-in-Fact and revoke the Power of Attorney given him or her; and be it further
“RESOLVED: That the Attorney-in-fact may be given full power to execute for and in the name of and on behalf of the (
any and all bonds and undertakings as the business of the Company may require, and any such bonds or undertakings ex1
any such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attestf
Secretary.”
IN WITNESS WHEREOF, insurance Company of the West has caused its official seal to be hereunto affixed and these p
be signed by its duly authorized officers this 6TH DAY OF FEBRUARY, 1985.
INSURANCE COMPANY OF THE WEST
- iQ 3 *48rn,,\%+ -# A President x.. . --
*TAT, OF CALiFoRNiA ss:
COUNTY OF SAN DIEGO
6TH DAY OF FEBRUARY 1985 On this before the subscriber, a Notary Public of the State of California, in and for the I
San Diego. duly commissioned and qualified, came WILLIAM A. WHITE, President of INSURANCE COMPANY OF Tt
to me personally known to be the individual and officer described in and who executed the preceding instrument, and h
ledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the said officer of the Cc
aforesaid, and that the seal affixed to the preceding Instrument Is the Corporate Seal of the said Corporation, and thi
Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument by the autt
direction of the said Corporation.
IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the da)
first above written.
~.’h’~r~.,N?.=-~,~~r~-~~~‘~~~
I B2*A2 <!ff :cUL SEAL
Notary Public
STATE OF CALIFORNIA ss:
COUNTY OF SAN DIEGO
I, the undersigned, Richard S. King, Secretary of the Insurance Company of the West, do hereby certify that the origin
OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and has not been revoked
ubscribed my name as Secretary, and affixed the Corporate Seal of the Cc IN WITNESS WHEREOF 1 have hereun
@is 27tbay of APRIL 19 88 . fl (oQ --&gfL
+48& 1. \I‘ y
IC!*.’ CAL 37 ?F(E\f 5/sy Qllf .._- ORN\’ F LI.
~ESTGNATI~N OF SUBCONTRilCTORS i,csnt ;nued)
The Undersigned certifies he/she has used the subbids o
following listed Contractors in making up his/her bid and
the subcontractors listed will be csed fcr the work for
they bid, subject to the approval of the City Enqineer, a
accordance with applicable provisions of the specification Section 4100 et seq. of the Tublic CGntracts Ccde, l'Suble
and Subcontracting Fair Practices Act.'! No changes nay be in these subcontractors except upon the prior approval c City Engineer of the City of Carlsbad. The following inforr: is require? for each subcontrastor. Aaditioza:! pages Z
attached if req-Jlred.
Items cf Full Company Cosplete Address
Work Name
m
t I
Ph;one tr'r with Zip Code with Area
2411 E. Valley Pkwy, Suite 291 (619)489-I Escondido, CA 92025 -_-- ?.SI':T;SG Velasco Painting
;ALL CQV:E~~SS Velasco Painting 11 I1 (1 11
1 9 Friendship Dr., St. A
DRITALL Johnson Kinsey El Cajon, CA 92~20 (6 19) 69 7 -2
IFLORING Sheward & Sons - Newport Beach, CA - 92663 (619)571-I
t
- 222-Zlst Street I
1202 Market Street
Sari Diego, CA 92101
FOOD S6RV 1s *supplier* EQUzP#n;T S.D. Restaurant Supply (6 19 ) 2392 _I- SrnD PO Box 1154
SYSlTH Guenther Electric
ELE'.'ATORS
PLUWIIXG Taylor Construction Fallbrook, CA 92078
- Cardiff, CA 92007 (619)436-1
I PO Box 853
(619)728-
WAG Tierra Mechanical - San Diego, CA 92128 (6 19) 748-
(619)448-
a
Evening Creek Dr.S, St. 208 fn30
-- FTW 10020 Prospect Ave., St. A35 !
Santee, CA 92071 - PREECTTOS Summit Services - --.--- PO Box 1154
6210 Mar Industry Dr.
I CORIAN Jensen Cabinets - San Diego, CA 92121-
-_- E?.E:CTRIVU, Guenther Electric -- Cardiff, CA 92007 (619)_436-
(619) 453
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DESIGNATION OF SUBCONTRACTORS (continued)
The bidder is to provide the following information on the sub1
of all the listed subcontractors as part of the sealed submission. Additional pages can be attached, if required.
Type of State Carlsbad Amount Contracting Business Of
or fill ComDanV Name License & No. License No.* Bid I$
NONE $ 94,425 Willert Contracting B 402473
C-27 423780 NONE 59,000 Ideal Landscape
Hafer Steel B C-51 152204 20149 28,390
229,850 Dennis Whithsosky Masonry c-29 430407
-- C-51 311765 NONE 33,300 CGIB Steel
Jensen CabinPts B 418034 . NONE 69,000 .
E.A. Brown Xoofing
M.H. Powell
Old Country Millwork
-
NONE
- C-39 235804 NONE 15,535
- Not available Not ava ilab le 54,525
-- B 4'58335 NONE 11,000
Holle Turner Glass C-17 204661 NONE 49,959
NONE 35,500
NONE 21,125
-- C-33 435389 NONE 23,303 Velasco Painting
-- C-061 528591 NONE 13,537 Sheward 61 Sons
S.D. Restaurant Supply -___. SUPPLIER NONE 6,767
139,000 c-10 511254 Guenther Electric
335218 NONE 43,000 Taylor Construction
NONE 23,390 Summit Services C-16 522998
Tierra Mechanical - C-20 518780 20 18 1 39,830
Johnson Kinsey B 392277
T-Four Tile C-54 450061
NONE - B C-36 C-12 --
--
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DESIGNATION OF SUBCONTRACTORS (continued)
The bidder is to provide the following information on the sub of all the listed subcontractor as part of the sealed submission. Additional pages can be attached, if required.
Type of State Carlsbad Amount
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Contracting Business of Full Comaany Name License & No. License No.* Bid I$ 0
\
0
* Licenses are renewable annually. If no valid license, indj
"NONE." Valid license must be obtained prior to SUbmiSSiC signed Contracts.
Kilgallon Construction Co., Inc.
Bidder's Company Name
6210 Mar Industry Dr., San Diego, (
(Notarize or Bidder's Complete Address
Corporate Seal) ;
uthori d Signature
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BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
The Undersigned submits herewith a notarized or sealed state
of his/her financial responsibility.
SEE ENCLOSED FINANCIAL STATEMENT
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, ,- /. /+? 4 JL' LO
1 Sig&ure (Notarize or
Corporate Seal)
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BIDDER’S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
The Bidder is required to state what work of a similar chara
‘ to that included in the proposed Contract he/she has successf performed and give references, with telephone numbers, which
enable the City to judge his/her responsibility, experience
skill. An attachment can be used, if notarized or sealed.
so
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f i gn a tu3’e (Notarize or i
Corporate Seal)
CONTRACT - PUBLIC WORKS
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CONTRACT - PUBLIC WORKS
, 1988, b* day Of+ a munic , between the City of Carlsbad, Ca fornia This agreement is made this aD
cor orat?Lon hereinafter called llCitylt) , and
whose principal place of business is 6210 ilar Industry Drive;
(hereinafter called 'PCont:ractortt. )
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all
KIL&LLOI.I COI~STR I CTION co., INC.
San Diego, Ca 92121
specified in the Contract documents for:
FIRE STATION NO. 5
CCNTRACT NO. 3242 (hereinafter called I'lproj ectsr)
2. Provisions of Labor and Materials. Contractor shall prc
all labor, materials, tools, equipment, and personne perfah the work specified by the Contract documents.
3. Contract Documents. The Contract documents consist of Contract; the bid documents, including the Noticc
Bidlders, 1nstructj.ons to Bidders * and Contract Prolposals; the Plans and Specifications, the Spc Provisions, and all. proper amendments and changes thereto in accordance with this Contract or the Plans Specifications, and the bonds for the project; all of t are incorporated herein by this reference.
The Contractor, her/his subcontractors, and mate] suppliers shall provide and install the work as indicz
specified, and implied by the Contract documents. Any :
of work not: indicated or specified, but which are esse1
to the completion of the work, shall be provided at
Contractor's expense to fulfill the intent of
documents. In all. instances through the life of Contract, the City will be the interpreter of the inter
the Contract documents, and the City I s decision relati1 said intent will be final and binding. Failure of Contractor to apprise her/his subcontractors and matei suppliers of this condition of the Contract will not re1
herl'hirn of the responsibility of compliance.
4. Payment. All full compensation for Con: Pactor's perforn of work under this Contract, City shall make payment tc Contractor per Sectj.on 9-3 of the Standard Specif icat for Public Works Construction. The closure date for monthly invoice will be the 30th ?T-- each month.
construction Company, inc.
QENERAL CONTRACTOR S LIC X449426 m
COMPLETED PROJECTS:
HOME SAVINGS OF AMERICA, CHU VISTA, CA
OWNER: HOME SAVINGS OF MERICA
DAN LODOLO
(828) 814-7560
NEW CONSTRUCTION
CO3PLETION DATE: 9/87
$992,972
FALLBROOK LIBRARY ALTEfLVATE & EXPAKS ION
OWk'ER: COUNTY OF SAX DIEGO
DON SWITZER
(619) 545-5289
NEW CONSTRUCTION/PEMODEL
COMPLETION DATE: 4/87
$608,341
JOSLyEj SENIOR CENT=
OWER: COUNTY OF SiW DIEGO
OON SVITZER
(619) 545-5289
NEW CONSTRUCTION
$385 , 909
0 COZYlPLETION DATE: 6/87
KCST-TV EXF'Ah'SION & REMODEL
OWNER: KCST-TV
JAY BELVEY
(619) 279-3939
REMODEL
COMPLETION DATE: 2/87
$404,855
DELAREY TRIPLEX
O\J?;ZR: DELA" ASSOCIATES
TOM DELAXEY
(619) 275-0063
SEW CONSTRUCTION
COMPLETTOS DATE: 3/87
$176,667
CKAiriBER NO. TEN, US FEDERAL COURTHOUSE, SAX DIEGO, CA
OWXER: GESERAL SERVICES ADMINISTRATION
RICK RICXTER
(415) 974-9424
REMODEL/A.LTERATION
COWLETION DATE: 6/87
0 $202,999
621 0 Marindustry Dr e San Diego, GA 921 21 8 6?9/587-1050
Construction Company, Inc.
GENERAL CONTRACTOFP S LIC rr440426 m
CHILD CARE CENTER, KAVXL STATION, SA.K DIEGO, CA
OWNER: US NAVY
ROICC
(619) 696-5328
ALTERATION
COMPLETION DATE: 6/87
$242,627
ST. GABRIEL CATECHETICAL CENTER, POWAY, CA
0hXER:ROMAN CATHOLIC BISHOP OF SAN DIEGO
XSGR. DOLLEN
(619) 748-5348
NEW CONSTRUCTION
COMPLETION DATE: 5/86
$809,489
EONROE VILLAS CONDOMINIUMS
OWNER: DELANN ASSOCIATES
TOM DEEANEX
(619) 275-0063
NEW CONSTRUCT ION
COMPLETION DATE: 1/85 0 $191,388
COURTROOM NO. 9, US COURTHOUSE, SAN DIEGO, CA
OWNER: GENERAL SERVICES ADMINISTRATION
RICK RICHTER
(415) 974-9424
REMODEL
COMPLETION DATE: 9/85
$489,971
LITTON TENAFT IPPROVEXNTS
OhTNER: THE NAIMAN COMPANY
BILL MORGM
(619) 453-9550
TENAET IMPKOVDTENTS
COMPLETION DATE: 8/85
$855,070
FITZGERLD, FREENUV & DUBINA SUITES
OWNER: FITZGERALD, FREEXU & DLTBINA
GARY F ITZ GERALD
(619) 543-1296
TENANT IFPROVMENTS
CO?PLETION DATE: 1 /86
$122,191 e
621 0 Marindustry Or @ San Diego, CA 921 21 e 61 9/587-1050
Construction Company, tnc.
QENERAL CONTRACTORS LIC +449426 m
REPAIRS TO BLDG. 16, K.A.B., COROKD, CA
OWNER: US NAYY
ROICC
(619) 696-5325
UTERATIONS/REMODEL
COMPLETION DATE : 11/84
$345,639
4TH MAGISTWTE'S COURTROOM & ADJUNCT FACILITIES, US COURTHOUSE, SAN DIEGO, CA
OWNER: GENERAL SERVICES ADMINISTRATION
PAUL HAMILTON
(619) 293-6640
REMODEL
COMPLETION DATE: 10/84
$209, I70
STELLA MARIS ACADEXY JXiXODEL & ADDITION
OWNER: STELLA MARIS ACADEFn
SISTER MAUREEN
(619) 454-2461
REMODEL/NEW CONSTRUCTION
COMPLETION DATE: 11/83 0 $227,119
GUARDLAPU' ANGELS CHURCH
OWNER: ROMAN CATHOLIC BISHOP OF SA3 DIEGO
BARRY CRANE
(6 19) 5 74-6365
NEW CONSTRUCTION
COMPLETION DATE: 4/84
$116,665
e
621 0 Marindustry Dr 0 San Diego, CA 921 21 (D 67 9/587-1050
Constructkm Comqarry. krc.
QENER4L CON'RACTOR S LtC 0449426 0
PROJECTS LQTER CONSTRUCTION: CURRENT
PROJECT : AVIONICS SHOP ADDITION, EiAS MiRMAR, SAK DIEGG
WW'XER : U.S. NAVY
ARCHITECT: U.S. NAVY
CONTRACT AMOUNT: $2,!61,230.00
PERCENT COMPLETE : 90%
SCiiEDULED COMPLETION DATE: 6/88
PROJECT : SAN DIEGO FEDERAL BUILDING 6 US CO~~OUSE RE
0mER : GENERAL SERVICES ADMINISTRATION
ARCHITECT: GEXERAL SERVICES ADMINISTBATION
CONTRACT AHODNT: $883,094.00
PERCENT COMPLETE: 30%
SCHEDULED COTLETION DATE: 8/88
PROJECT: SOLAW dIQfLANDS EL- SCHOOL, PHASE 11
OWNEg: 1 sow BElbCH zxaiuo ARcBIncT: POETER-rnSrn~S L
CONTRACT AMOUNT: $f,104,140.08
PERCENT COXPLETE: &OX
SCHDW COMPLETION DATE: 5/88
PROJECT: JOHPQSON AV- L
OWNER: CAJQN VALLEY S DISTRICT
ARCHITECT: ARTEUR IIECKXR 6 ASSOCIATES
CONTRACT AMOUNT: $1,247,980.00
PERCENT CUMPLETE: 50%
SCHEDULED COMPLETION DATE: 6/88
PROJECT : AUTOMOTIVE HAINTEhA!!CE SHOP/ELECTRONTCS-
OhXR : U.S. SAVY
ARCHITECT: U.S. NAVY
CONTRACT AMOUNT: $1,542,814.00
PERCEXT COMPLETE : 10%
SCHDULED COMPLETION DATE: 9 I88
COMMU?;ICATIONS MAINTENACE SHOP
e
62:C Varrrdustry Dr 0 San Diego CA 921 21 0 619/587-1050
I
Invoices from the Contractor shall be submitted according
the required City format to the City's assigned proj
manager no later than the 5th day of each month. Payme
will be delayed if invoices are received after the 5th
each month. The final retention amount shall not released until the expiration of thirty-five (35) d following the recording of the Notice of Completion pursu to Civil Code Section 3184.
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5. Independent Investisation. Contractor has made Independent Investigation of the jobsite, the s conditions at the jobsite, and all other conditions t might affect the progress of the work, and is aware of th conditions. The Contract price includes payment for work that may be done by Contractor, whether anticipated not, in order to overcome underground conditions. information that may have been furnished to Contractor City about underground conditions or other job conditi is for Contractor's convenience only, and City does
warrant that the conditions are as thus indicat
Contractor is satisfied with all job conditions, includ
underground conditions and has not relied on informat
furnished by City.
6. Contractor Responsible for Unforeseen Conditio
Contractor shall be responsible for all loss or dan
arising out of the nature of the work or from the action
the elements or from any unforeseen difficulties which arise or be encountered in the prosecution of the work ur its acceptance by the City. Contractor shall also responsible for expenses incurred in the suspension discontinuance of the work. However, Contract shall not responsible for reasonable delays in the completion of
work caused by acts of God, stormy weather, extra work, matters which the specifications expressly stipulate will borne by City.
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7. Chanse Orders. City may, without affecting the validit1 the Contract, order changes, modifications and extra k by issuance of written change orders. Contractor shall n no change in the work without the issuance of a writ change order, and Contractor shall not be entitled compensation for any extra work performed unless the ( has issued a written change order designating in advance amount of additional compensation to be paid for the wc
If a change order deletes any work, the Contract price SI
be reduced by a fair and reasonable amount. If the part
are unable to agree on the amount of reduction, the t
shall nevertheless proceed and the amount shall
determined by litigation. The only person authorized order changes or extra work is the Project Manager. written change order must be executed by the City Manage]
it jLs for $5,000.00 or less or approved by the City Cou
and executed by the Mayor if the amount of the change o
exceeds $5,000.00.
8. Prevailins Waae. Pursuant to the Labor Code of the Stat! Cali.fornia, the director of the Department of Indust Relaitions has determhed the general prevailing rate of
diem wages in accordance with Labor Section 1773 and a
of a schedule of sa.id general prevailing wage rates i! file! in the office of the Carlsbad City Clerk, and incorporated by reference herein. Pursuant to Labor Section 1775, Contractor shall pay prevailing wag Contractor shall post copies of all applicable prevai
wages on the job site.
9. Indemnity. Contractor shall assume the defense of, pay expenses of defense, and indemnify and hold harmless City, and its officers and employees, from all cla loss;, damage, injury and liability of every kind, nature desc:ription, directly or indirectly arising from or connection with the performance of the Contractor or w or from any failure or alleged failure of Contractor comply with any applicable law, rules or regulat incl.uding those relating to safety and health; except
loss or damage which was caused solely by the ac negligence of the City; and from any and all claims, 1 damages, injury and liability, howsoever the same mal caused, resulting directly or indirectly from the naturc
the work covered by the Contract, unless the loss or da was caused solely by the active negligence of the City.
expenses of defense hclude all costs and expenses inclu attorneys fees for litigation, arbitration, or other dis resolution method.
10. Insurance. Without limiting Contractor's indemnificat it ~LS agreed that Contractor' shall maintain in force at time during the performance of this agreement a policj policies of insurance covering its operations and insur
covering the liability stated in Paragraph 9. The polic policies shall comply with the special insur:
inst:ructions in the Supplementary General Provisions
shal.1 contain the fol-lowing clauses;
Contractor's liability insurance policies shall contain foil-owing clauses:
A. "The City is added as an additional insured as resp
operations of the named insured performed under cont
with the City."
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B. #'It is agreed that any insurance maintained by the C shall apply in excess of and not contribute wi insurance provided by this policy."
All insurance policies required by this paragraph sh
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A. #'This insurance shall not be cancelled, limited or n
renewed until after thirty (30) days written notice been given to the City."
B. "The insurer waives any rights of subrogation it has
may have, against the City or any of its officers
employees. I'
Certificates of insurance evidencing the coverage requi
by the clauses set forth above shall be filed with the C
prior to the effective date of this agreement.
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11. Workers' Compensation. Contractor shall comply with requirements of Section 3700 of the California Labor Cc Contractor shall also assume the defense and indemnify save harmless the City and its officers and employees f all claims, loss, damage, injury, and liability of e\ kind, nature, and description brought by any person emplc or used by Contractor to perform any work under t Contract regardless of responsibility for negligence.
12. Proof of Insurance. Contractor shall submit to the C certification of the policies mentioned in Paragraphs 10
11 or proof of worker's compensation self-insurance prioi the start of any work pursuant to this contract.
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13. Claims and Lawsuits. Contractor shall comply with
Government Tort Claims Act (Government Code Section 900
seq.) prior to filing any lawsuit for breach of t
contract of any claim or cause of action for money damages.
14. Maintenance of Records. Contractor shall.maintain and T available at no cost to the City, upon request, records accordance with Sections 1776 and 1812 of Part 7, Chaptei Article 2, of the California Labor Code. If the Contrac does not maintain the records at Contractor's princ: place of business as specified above, Contractor shall inform the City by certified letter accompanying the re1
of this Contract. contractor shall notify the City
certified mail of any change of address of such records.
15. Labor Code Provisions. The provisions of Part 7, Chapte
commencing with Section 1720 of the California Labor I are incorporated herein by reference.
16. Security. Securities in the form of cash, cashierls ch
or certified check may be substituted for any mo
withheld by the City to secure performance of this cont for any obligation established by this contract. Any o security that is mutually agreed to by the Contractor the City may be substituted for monies withheld to en performance under this contract.
17. Provisions Rewired by Law Deemed Inserted. Each and e provision of law and clause required by law to be inse
t in this Contract shall be deemed to be inserted herein
included herein, and if, through mistake or otherwise,
such provision is not inserted, or is not correi
inserted, then upon application of either party,
Contract shall forthwith be physically amended to make insertion or correction.
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18. Additional Provisions. Any additional provisions of agreement are set forth in the "General Provisions" IISpecial Provisions" attached hereto and made a part her
Kilgallon Construction Co., In(
Contractor
i , (Sea ,
(Notarial acknowledgement of BY executicln of ALL PRINCIPALS must be attached.) Title' President
. BY
ROVED AS TO
/ 0 City Attorney -Mayor
ATTEST:
& xae 4 (2 . Ah L City Clerk
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Contractor's Certification of Awareness of Workers' Compensati Responsibility.
''1 am aware of the provisions of Section 3700 of the Labor Cc which requires every employer to be insured against liability f workers' compensation or to undertake self-insurance accordance with the provisions of that code, and I will corn1 with such provisions before commencing the performance of t
P
work of this Contract." ,
Contrdctor .-a p"
Contractorts Certification of Awareness of Immigration Reform
Control Act of 1986
"1 am aware of the requirements of the Immigration Reform
Control Act of 1986 and have complied with these requiremen including, but not limited to, verifying the eligibility employment of all agents, employees, subcontractors, consultants that are included in this Contract.'I
/ 4 /- ,'
/ A, AL/ ,' /*,,
Contraj5tor :j"
/B / x/, /
j *</ : / b$? &/",_< &&.
1.
LABOR AND MATERIALS BOND
KNOW ALL PERSONS BY THESE PRESENTS:
WHEREAS, the Cjity Council of the City of Carlsbad, Statc California, by Resolution No. 88-174 adopted 5/24/88 I awarded It0 KILGALLON CONSTRUCTION COMPANY fNC. (hereina
designated as the ttPrincipaltt), a Contract for:
FIRE STATION NO. 5
CONTRACT NO. 3242
in the City of Carlsbad, in strict conformity with the draw and specifications, and other Contract documents now on filc
the Office of the City Clerk of the City of Carlsbad and a1
which are incorporated herein by this reference.
WHEREAS, said Principal has executed or is about to execute Contract and the terms thereof require the furnishing of a with said Contract, providing that is said Principal or an!
his/her or its) subcontractors shall fail to pay for
materials, provisions, provender or other supplies or teams *
in, upon for or about the performance of the work agreed tc
done, or for any work or labor done thereon of any kind,
Surety on this bond will pay the same to the extent hereina
set forth.
NOW, THERXFORE, WE, KIL- CONSTRUCTION COMPANY INC. as Principal , (hereinafter designated as the 'fContractor'l) , E
INSWNCTE OMPANV OF THE WFST as Surety, are held firmly bc unto the City of Carlsbad in the sum ofs , , m ET
lHOUSAND NINE HuI1\znRm STXT -v FOTR Dollars ($ 7939;964_00 M 7, sFsumY'c
fifty percent (50%) of the estimated amount payable by the ( of Carlsbad under the terms of the Contract, for which pap
well and truly to be made we bind ourselves, our hej executors and administrators, successors, or assigns, jointly severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person his/her subcontractors fail to pay for any materials, provisic
provender or the supplies, or teams used in, upon, for, or at:
the performance of the work contracted to be done, or for
other work or labor thereon of any kind, or for amounts due ur
the Unemployment Insurance Code with respect to such work
labor, that the Surety or Sureties will pay for the same, in amount not exceeding the sum specified in the bond, and, also, case suit is brought upon the bond, a reasonable attorney's f to be fixed by the court, as required by the provisions
Section 4202 of the Government Code of the State of California
INSURANCE COMPANY OF THE WEST
HOME OFFICE: SAN DIEGO, CALIFORNIA
Certified Copy of
,,< * POWER OF ATTORNEY ,
KNOW ALL MEN BY THESE PRESENTS: That the Insurance Company of the West, a Corporation duly authorized and e
under the laws of the Stote of California and having Its principal office In the City of San Diego, California, does hereby nor
canstitute and appoint:
its true and lawful Attorney(s)-in-Fact, with full power and authorlty hereby conferred in Its name, place and stead, to e:
seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other wrltten 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 Rasc
adopted by the Board of Directors of the Insurance Company of the West at a meeting duly called and held on the Sixth
February, 1973, which said Rewiutlon has not beon amended or rescinded and of which the foilowlng is a true, full, and co
copy:
“RESOLVED: That the President or Secretary may from time to time appoint Attorneys-in-Fact to represent and act 1
on behalf of the Company, and either the President or Secretary, the Board of Directors or Executive Committee may at ar
remove such Attorneys-in-Fact and revoke the Power of Attorney given him or her;and be It further
“RESOLVED: That the Attorney-in-fact may be given full power to execute for and in the name of and on behalf of the Cc
any and all bonds and undertakings os the business of the Company may require, and any such bonds or undertakings exec1
any such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested
Secretary.”
IN WITNESS WHEREOF, Insurance Company of the West has caused its official seal to be hereunto affixed and these pres
be signed by its duly authQrireCl officers this 6TH DAY OF FEBRUARY s 1985.
JOHN T. DOLE DANIEL p. DOLE
INSURANCE COMPANY OF THE WEST @ Pfesidgnt
% STATE OF CALIFORNIA ss;
COUNTY OF SAN DIEGO
6T# DAY OF FEBRUARY 1985 On this before the subscriber, a Notary Public of the State of California, In and for the Co
San Diego, duly commissioned and qualified, came WILLIAM A. WHITE, President of INSURANCE COMPANY OF THE
to me personally known to be the individual and officer described in and who executed the preceding Instrument, and he z
ledged the execution of the %me, and being by me duly sworn, deposeth and saith, that he is the said officer of the Corg
aforesaid, and that the seal afflxed to the preceding Instrument is the Corporate Seal of the said Corporation, and that
Corporate Seal and his signature us such officer wre duly afflxed and subscribed to ths sald Instrument by the author
direction of ths sald Corporatlon. ‘
IN WITNESS WHEREQF, 1 have hrrsunto set my hand and affixed my Official Seal, at the City of San Diego, the day a first above written.
?:yL-md !1-*&!!l4q4-uWIIU(&~w
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!JFt :cw SUL PXRIMA PORTER
Notary Public
STATE OF CALIFORNIA
COUNTY OF SAN OIEGO ‘’:
I, the undersigned, Richard S. King, Secretary of the Insurance Company of the West, do hereby certify that the original 1
N WlTN SS WHER OF, I have hereunt subscribed my name as Secretary, qnd affixed the Corporate Seal of thq Corp as 2,JdpVat CmQ, td~
OF ATTORNEY, of which the foregoing is a fW, true and correct copy, is In full force aud effect, and has not been revoked.
@ . /+ *
*4m \# \@ - Secreta
C4UfORW’ ICW CAL 37 (REV. 5/82)
I ] ss. STATE OF CALIFORNIA,
COUNTY OF SAN DIEGO
__.- JUNE2 ON before me, the undersi ned, a Notar Public in and for said State, personal
, known to
attorney-in-fact of Insurance Company of the West, the Corporation that execute Instrument, known to me to be the person who executed the within instrument,
the Corporation, therein named, and acknowledged to me that such Corporation I
same.
WITNESS my hand and official seal.
JOd I. DOLE!
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Notary Public in and for said State ICW Cal 315R (11/83)
BOND # 045824
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:
WHEREAS, the City Council of the City of Carlsbad, State California, by Resolution No. 88-174, adopted 5/24/88 , has awa' to KILCXLGON CONSTRUCTION COMPANY INC. , (hereinafter designate(
the IvPrincipalvt) , a Contract for:
FIRE STATION NO. 5 CONTRACT NO. 3242
in the City of Carlsbad, in strict conformity with the contr the drawhgs and specifications, and other Contract documents
on file .in the Office of the City Clerk of the City of Carl all of which are incorporated herein by this reference.
WHEREAS, said Principal has executed or is about to execute Contract and the terms thereof require the furnishing of a
for the faithful performance of said Contract;
(hereinafter designated as the 8tContractor8v) , and INSURANCE 03MPANy OF THE WIZST , as Surety, are held and fi
bound unto the C!it of Carlsbad in the sum of cNEMUI.LCN~HW
), said sum b equal to one hundred percent (100%) of the estimated amoun the Contract, to be paid to the said City or its cer httorney,, its successors and assigns; for which payment,
and truly to be made, we bind ourselves, our heirs, executors administrators, successors or assigns , jointly and severa firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the a
bounden Contractor, his/her or its heirs, execut
administirators, successors or assigns, shall in all things s
to and abide lby, and well and truly keep and perform covenants, conditions, and agreements in the said Contract
any alteration thereof made as therein provided on his/he
their part, to be kept and performed at the time and in
manner therein specified, and in all respects according to t true intent and meaning, and shall indemnify and save ham the City of Carlsbad, its officers and agents, as the stipulated, then this obligation shall become null and \ otherwise it shall remain in full force and virtue.
As a part of the obligation secured hereby and in additio the face amount specified therefore, there shall be incl costs and reasonable expenses and fees, including reasor
attorneys fees, incurred by the City in successfully enfor
such obligation, all to be taxed as costs and include in judgement rendered.
NOW, THEREFORE, WE, K1LGAL;LON CONSTRUCTION CCMPANY INC. , as prinei
w %m Em?D m m%iED %mm =A Dollars ($ I , 59 7 , 9 2 8.
i, T
&
=*. sa
INSURANCE COMPANY OF THE WEST
HOME OFFICE: SAN DIEGO, CALlFOflNlA
Certified Copy of e POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the Insurance Company of the West, a Corporation duly authorized and e
under the laws of the SQte gf California and havlng Its principal office In the City of San Diego, Californla, does hereby non
constituta and appoint:
its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to ea seal, acknowledge and deliver any and oil 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 foliowing Reso
adopted by the Board of Directors of the Insurance Company of the West at a meeting duly called and held on the Sixth c
February, 1973, which said ResQlution has not been amended or rescinded and of which the following Is a true, full, and cor
copy:
“RESOLVED: That the President or Secretary may from time to time appoint Attorneys-in-Fact to represent and act fc
on behalf of the Company, and either the President or Secretary, the Board of Directors or Executive Committee may at an!
remove such Attorneys-in-Fact and revoke the Power of Attorney given him or her;and be it further
“RESOLVED: That the Attorney-in-fact may be given full power to execute for and in the name of and on behalf of the Coi
any and all bonds and undertakings as the business of the Company may require, and any such bonds or undertaklngs execui
any such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested t
Secretary.”
IN WITNESS WHEREOF, Insurance Company of the West has caused its official seal to be hereunto affixed and these pres be signed by its duly authoriirqd officers this 6TH DAY OF FEBRUARY s 1985.
JOHN T. DOLE DANIEL p. DOLE
INSURANCE COMPANY OF THE WEST
7 A \* * @ Presidgnt
8 STATE OF CALIFORNIA ssI
COUNTY OF SAN DIEGO
6TH DAY OF FEBRUARY 1985 On this before the subscriber. a Notary Public of the State of California, in and for the Cou
a San Diego, duly commissioned and qualified, came WILLIAM A. WHITE, Presldent of INSURANCE COMPANY OF THE 1
to me personally known to be the individual and officer described In and who executed tho preceding Instrument, and he ac
ledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the said officer of the Corpc
aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the sald Corporation, and that th
Corporato Seal and his signatura as such officer war@ duly affixed and subscribed to the sald instrument by the authorlt
drrectlon qf the said Corporation,
IN WlTNESS WHEREQF, 1 haw hrraunto set my hand and affixed my Official Seal, at the Clty of San Diego, the day ant
first above written. ,
0ir:CW SEAL PXXWUA PORTER
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Notary Public
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’ STATE OF CALIFORNIA
COUNTY OF SAN OIEGO ‘St
I, the undersigned, Richard S. King, Secretary of the Insurance Company of the West, do hereby certify that the original PC
N WlTN !X WHER OF, I haw hereunt subscribed my name as Secretary, snd affixed the Corporate Seal of the Corpor
OF ATTORNEY, of whlch the fomgoing is a full, true and correct copy, is in full force and effect, and ha5 not been revoked.
5 J;J*yaf pm, 1dfi
ICW CAL 37 {REV. 5/82) @ %IfORN\+
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And said Surety, for value received. hereby stipulates and agrc that no change, extension of time, alteration or addition to ‘
terms of the Contract, or to the work to be performed thereunc or the specifications accompanying the same shall affect
obligations on this bond, and it does hereby waive notice of i change, extension of time, alterations or addition to the te:
of the Contract, or to the work or to the specifications.
In the event that any Contractor above named executed this bc
as an individual, it is agreed that the death of any si
Contractor shall not exonerate the Surety from its obligatic
under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by f Contractor and Surety above named on the 2ND day of JUNE
KIL@&LON CONS’I!RUmoN CC3
’ /--
# /’
(Notarize or Corporate GERARD J. KILGALLON
Seal for Each Signer) Contractor
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STATE OF GALIFORMU
COUNTY OF -LA!, Ga /L. i/
/ On th& /G G day of -J ,,./ ,1/ *< I in ?he ye
, maW!y ki
(01 pnweB to ma on tit8 basts of satMactory wiQence) to be the person-who
1 5 wubscnbed to the within instrument. and acknowledged to me t
ex0cuw it.
uumESsmyhandd
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CERTIFICATION OF COMPLIANCE
1 hereby certify that Kilgallon Construction Company, Inc.
Legal Name of Contractor
in performing under the Purchase Order awarded by the Cit:
Carlsbad, will comply with the County of San Diego Affirma Action Program adopted by the Board of Supervisors, including current amendments. /'
,- i / /' J ,/ /,$ Je,, June 7, 1988 i-7 9 ;: i,-c f ,/ b**---
(NOTARIZE OR CORPORATE SEAL) -I__
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Date / Signapure c (seal)
President
Titbe
(NotariaIL acknowledgement of execution by all principals mu6
attached)
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ESCROW AGREEMENT FOR SECURITY DEPOSITS
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1. IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between City of Carlsbad whose address is 1200 Elm Avenue, Carlsb
California, 92008, hereinafter called ItCitytt and
whose address is 6210 Mar Industry Drive, San Diego, CA 92121
Kilgallon Construction Company, Inc.
hereinafter called "Contractortt and
whose address is 101 West Broadway, Suite 303, San Diego, CA 92101
hereinafter called IIEscrow Agent. t1
For the consideration hereinafter set forth, the Own
Contractor and Escrow Agent agree as follows:
1. Pursuant to Section 4590 of Chapter 13 of Division 5
Title 1 of the Government Code of the State of Californ
Contractor has the option to deposit securities with Esc
Agent as a substitute for retention earnings required to withheld by City pursuant to the Construction Contr entered into between the City and Contractor for construct of Fire Station No. 5, Contract No. 3242
(hereinafter referred to as the ttContr&?tlt"). A'copy of s contract is attached as Exhibit trA1f. When Contrac
deposits the securities as a substitute for Contr earnings, the Escrow Agent shall notify the City within (10) days of the deposit. The market value of
securities at the time of the substitution shall be at le equal to the cash amount then required to be withheld
retention under the terms of the Contract between the C
and Contractor. Securities shall be held in the name of
KILGALLON CONSTRUCTION CO., INC. and sk
designate the Contractor as the beneficial owner. Prior
any disbursements, Escrow Agent shall verify that present cumulative market value of all securit substituted is at least equal to the cash amount of cumulative retention under the terms of the Contract.
2. The City shall make progress payments to the Contractor
Wells Fargo Bank
Escrow 650-9326 I
in the amount of $1,597,928.00 dated /&-AX /5Pf I.
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such funds which otherwise would be withheld from progi payments pursuant to the Contract provisions, provided t the Escrow Agent holds securities in the form and am
specified above.
3. Alternatively, the City may make payments directly to Es Agent in the amount of retention for the benefit of the until such time as the escrow created hereunder terminated.
4. Contractor shall be responsible for paying all fees for expenses incurred by Escrow Agent in administering escrow account. These expenses any payment terms shal determined by the Contractor and Escrow Agent.
5. The interest earned on the securities or the money ma
accounts held in escrow and all interest earned on
interest shall be for the sole account of Contractor
shal.1 be subject to withdrawal by Contractor at any time
from time to time without notice to the City.
6. Contractor shall have the right to withdraw all or any
of the prhcipal in the Escrow Account only by wri
noti-ce to Escrow Agent accompanied by written authoriza
from City to the Escrow Agent that City consents to
withdrawal of the amount sought to be withdrawn Contractor.
7. The City shall have a right to draw upon the securitie the event of default by the Contractor. Upon seven (7) written notice to the Escrow Agent from the City of
default of the Contractor, the Escrow Agent s
immediately convert the securities to cash and s
distribute the case as instructed by the City.
8. Upon receipt of written notification from the
certifying that the Contractor has complied with
requirements and procedures applicable to the Contr
Escrow Agent shall release to Contractor all securities
interest on deposit less escrow fees and charges of Escrow Account. The escrow shall be closed immediately disbursement of all monies and securities on deposit payments of fees and charges.
the City and the Contractor pursuant to Sections 4 an( inclusive, of this agreement and the City and Contra shall hold Escrow Agent harmless from Escrow Agent's re1 and disbursement of the securities and interest as set f above.
9. Escrow Agent shall rely on the written notifications
10. The names of the persons who are authorized to sign five
written notices or to receive written notice on behalj
the City and on behalf of Contractor in connection with
foregoing, and exemplars of their respective signatures
as follows:
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For City: Title
Name Signature Address
Title President
Name s ignature cL+ LX’&~~~+&,G--- Address 6210 Mar Tndustry Drive
For Contractor: Gep r d K i 1 ga 11 CJFT-’~~
San Diego, CA 92121
Title
Name
Signature
Address
For Escrow Agent:
At the time the Escrow Account is opened, the City
Contractor shall deliver to the Escrow Agent a fu
executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement their proper officers on the date first set forth above.
For City: Title
Name Signature Address c~4safi3, c.r7 72 o D/
President
G e p~ d K i 1 g a 11 on/ ,, For Contractor: Title
Name
Address 6&TO Mar Ind‘ustry Drive
signature e -*’<+ &d--
San Diego, CA 92121
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RELEASE FORM
NAME OF CONTRACTOR:
PROJECT DESCRIPTION:
PERIOD WORK PERFORMED:
The above-named Contractor hereby acknowledges payment i
for all compensation of whatever nature due the Contract all labor and materials furnished and for all work perf01 the above-referenced project for the period specified abo\ the exception of contract retention amounts and disputed specifically s:hown below.
RETENTION AMOUNT FOR THIS PERIOD: $
DISPUTED CLAIMS
DESCRIPTION OF CLAIM AMOUNT CI
The Contractor further expressly waives and releases any
the Contractor may have, of whatever type or nature, f
period specified which is not shown as a retention amoun
disputed claim on this form. This release and waiver ha
made voluntarily by Contractor without any fraud, duress 01
influence by any person or entity.
Contractor further certifies, warrants, and represents th
bills for labor, materials, and work due Subcontractors f
specified period have been paid in full and that the I
signing below on behalf of Contractor have expressed authoi
execute this release.
DATED : PRINT NAME OF CONTRAC
DESCRIBE ENTITY (Partnei Corporation, etc.)
BY
BY
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1 SPECIAL PROVISIONS
ITEM I Supplementary General Provisions
Supplementary Provisions for Construction Materials
Supplementary Provisions for Construction Methods
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SUPPLEMENTARY GENERAL PROVISIONS
1-1 TEEulIs
To Section 1-1, add:
A. Reference to Drawings:
Where words Itshown, )I @!indicated, M Ildetailed, If "noi
lrscheduled,lt or words of similar import are used, it sha:
understood that reference is made to the plans accompanying
provisions, unless stated otherwise.
B. Directions:
Where words "directed, It "designated, t1 '*selected, I@ or word
similar import are used, it shall be understood that
direction, designation or selection of the Engineer is inte
unless stated otherwise. The word ltrequiredlt and word similar import shall be understood to mean Itas require
properly. compleke the work as required and as approved bi
City Engineer," unless stated otherwise.
C. Equals and Approvals:
Where the words Itequal, It "approved equal, It Itequivalent, It and words of similar import are used, it shall be understood words are followed by the expression Ifin the opinion of Engineer, It unless otherwise stated. Where the words Ilapproy
ltapproval, !I "acceptance, tt or words of similar import are use(
shall be understood that the approval, acceptance, or si] import of the Engineer is intended.
D. Perform and Provide:
The word 11perform8f shall be understood to mean that
Contractor, at her/his expense, shall perform all operati labor, tools and equipment, and further, including the furniz and installing of materials that are indicated, specifiel required to mean that the Contractor, at her/his expense, I furnish and install the work, complete in place and ready to including furnishing of necessary labor, materials, tc equipment, and transportat ion.
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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 hi
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approved representative
2-5 PLANS AND SPECIFICATIONS
To Section 2-5.1, General, add:
The specifications for the work are the Standard SDecificati for Public Works Construction, 1985 Edition, the 1986 suppleme
and the January, 1986 Standard Special Provisions, hereinaf
designated SSPWC, as issued by the Southern California Chapter the American Public Works Association, and these G~G
The Construction Plans consist of 33 sheets designated as C of Carlsbad Drawing No. 284-9. The standard drawings utili for this project are the latest edition of the San Dieso A Resional Standard Drawinss, hereinafter designated SDRS, issued by the San Diego County Department of Public Wor
together with the City of Carlsbad Supplemental Stand Drawings. Copies of pertinent standard drawings are enclo
with these documents.
To Section 2-5.3, Shop Drawings, add:
Where installation of work is required in accordance with product manufacturer's direction, the Contractor shall obtain <
distribute the necessary copies'of such instruction, includ two (2) copies to the City.
To Section 2-5, add:
2-5.4 Record Drawinas:
The Contractor shall provide and keep up-to-date a complete "i built" record set of transparent sepias, which shall be correc'
daily and show every change from the original drawings i
specifications and the exact l'as-builttq locations, sizes d
kinds of equipment, underground piping, valves, and all otl work not visible at surface grade. Prints for this purpose n be obtained from the City at cost. This set of drawings shall
kept on the job and shall be used only as a record set and shz be delivered to the Engineer upon completion of the work.
I Provisions.
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4-1 MA~IAIS PLND WORKMANSHIP
To Section 4-1.3.1, Inspection Requirements, General, add:
All work shall be under the observation of the Engineer o appointed representative. The Engineer shall have free acce
any or all parts of work at any time. Contractor shall fu Engineer with such information as may be necessary to her/him fully linformed regarding progress and manner of wor character of materials. Inspection of work shall not re
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
bear the cost of testing materials and/or workmanship when results of such tests meet or exceed the requirements indi in the Standard Specifications and the Special Provisions. cost of all other tests shall be borne by the Contractors.
At the option of the Engineer, the source of supply of each
materials shall be approved by him before the deliver started. All materials proposed for use may be inspect6
tested at any time during their preparation and use. If,, trial, it is found that sources of supply which have approved do not furnish a uniform product, or if the product
any source proves unacceptable at any time, the Contractor furnish approved material from other approved sources. improper storage, handling or any other reason shal:
rej ected.
All backfill arid subgrade shall be compacted in accordance
the notes on the plans and the SSPWC. Compaction tests mz
made by the city and all costs for tests that meet or exceec
requirements of the specifications shall be borne by the Cit]
Said tests may be made at any place along the work as dc
necessary by the Engineer. The costs of any retests necessary by noncompliance with the specifications shal borne by the Contractor.
Add the following section:
4-1.7 Nonconfoiming Work
The contractor shall remove and replace any work not confoi to the plans or specifications upon written order by Engineer. Any cost caused by reason of this nonconforming shall be borne by the Contractor.
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5-1 IDCATION
Add the following:
The City of Carlsbad and affected utility companies have, b!
search of known records, endeavored to locate and indicate on
Plans, all utilities which exist within the limits of the wo
However, the accuracy of completeness of the utilities indica
on the Plans is not guaranteed.
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5-4 RELOCATION
Add :
The temporary or permanent relocation or alteration of utilitil including service connection, desired by the Contractor
his/her own convenience shall be the Contractorts c responsibility, and he/she shall make all arrangements regard
such work at no cost to the City. If delays occur due utilities relocations which were not shown on the Plans, it w
be solely the City's option to extend the completion date.
In order to minimize delays to the Contractor caused by
failure of other parties to relocate utilities which interf
with the construction, the Contractor, upon request to the Ci
may be permitted to temporarily omit the portion of work affec by the utility. The portion thus omitted shall be constructed
the Contractor immediately following the relocation of utility involved unless otherwise directed by the City.
6-1 CONSTRUCTION SCHEDULE
Modify this section as follows:
A construction schedule is to be submitted by the Contractor 1
Section 6-1 of the SSPWC at the time of the preconstruct
conference. No changes shall be made to the construct schedule without the prior written approval of the Engineer. A
progress payments made after the scheduled completion date shi
not constitute a waiver of this paragraph or any damages.
Coordination with the respective utility company for removal
relocation of conflicting utilities shall be requirements pr
to commencement of work by the Contractor.
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6-7 TIME OF COMPLETION
The Contractor shall begin work within ten (10) calendar d' after receipt of the ttNotice to Proceedtt and shall diligen prosecute the work to completion within two hundred seventy (2' consecutive calendar days after the date of the Notice I Proceed.
To Section 6-7.:2, Working Day, add:
Hours of word - All work shall normally be performed betweer hours of 7:OO a.m. and sunset, from Mondays through Fric The contractor shall obtain the approval of the Enginee he/she desires to work outside the hours state herein.
Contractor may work during Saturdays and holidays only witk
written permission of the Engineer. This written permission be obtained at :Least 48 hours prior to such work. The Contrz 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 filir
a "Notice of Completiont1 and any faulty work or matei
discovered duri.ng the guarantee period shall be repairec replaced by the Contractor, at his expense.
6-9 LIQUIDATED IlAMAGES
Modify this section as follows:
If the completion date is not met, the contractor wil:
assessed the sum of $1,500 per day for each day beyond
completion date as liquidated damages for the delay. progress payments made after the specified completion date s
not constitute ei waiver of this paragraph or of any damages.
7-3 LIABILITY INSURANCE and 7-4 WORKERS8 COMPENSATION
Modify Sections 7-3 and 7-4 as follows:
SPECIAL INSURANCE INSTRUCTIONS FOR CONTRACTORS
Contractor shall procure and maintain for the duration of contract insurance against claims for injuries to person! damages to property which may arise from or in connection
the performance of the work hereunder by the Contractor,
agents, representatives, employees, or subcontractors. If
insurance is on a "claims made" basis, coverage shall
maintained for a period of three years from the date
completion of the work. The cost of such insurance shal
included in Contractor's bid. The insurance company or compa
shall meet the requirements of City Council Resolution No. 81
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A. Minimum ScoDe of Insurance
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1. Insurance Services Office form number GL 0002 (Ed. 11
covering Comprehensive General Liability; and Insura Services Office form number GL 0404 covering Broad F Comprehensive General Liability; and
2. Insurance Services Office form number CA 0001 (Ed. 1/ covering Automobile Liability, Code 1 "any autoii; and
3. Workers' Compensation as required by the Labor Code
the State of California and Employers' Liabil
Insurance.
B. Minimum Limits of Insurance
Contractor shall maintain limits no less than:
1. Comprehensive General Liability: $1 , 000 , 000 combi single limit per occurrence for bodily injury property damage. If the policy has an aggregate limit separate aggregate in the amounts specified shall established for the risks for which the City or agents, officers or employees are additional insured.
2. Automobile Liability: $1,000,000 combined single lir per accident for bodily injury and property damage.
3. Workers' Compensation and Employers' Liability: Workei compensation limits as required by the Labor Code of 4 State of California and Employers' Liability limits
$1,000,000 per accident. .
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C. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declai to and approved by the City. At the option of the Cit either: the insurer shall reduce or eliminate si deductibles or self-insured retentions as respects the Cit its officials and employees; or the Contractor shall proci a bond guaranteeing payment of losses and relat investigation, claim administration and defense expenses.
D. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, I
following provisions:
1. General Liability and Automobile Liability Coverages:
a. The City, its officials, employees and volunteer:!
to be covered as insured as respects: liab: arising out of activities performed by or on bc
of the contractor; products and complete opera1
of the Contractor; premises owned, leased, hire
borrowed by the Contractor. The coverage : contain no special limitations on the scopc
protection afforded to the City, its offic: employees or volunteers.
b. The Contractor's insurance coverage shall be pr: insurance as respects the City, its offic; empl.oyees and volunteers. Any insurance or : insurance maintained by the City, its offici empl.oyees or volunteers -'shall be in excess Contxactor I s insurance and shall not contribute it.
e. Any failure to comply with reporting provision
the policies shall not affect coverage provide
the City, its officials, employees or volunteers.
d. Coverage shall state that Contractor g s insui
shal.1 apply separately to each insured against claim is made or suit is brought, except with res
to the limits of the insurer's liability.
2. Workers' Compensation and Employers' Liability Covere
The insurer shall agree to waive all rights subrogat.ion against the City, its officials, emplc and volunteers for losses arising from work perfome Contractor for the City.
3. All Coverages
Each insurance policy required by this clause shal endorsedl to state that coverage shall not be susper
voided, cancelled, reduced in coverage or in li
except after thirty (30) days' prior written notic
certified mail, return receipt requested, has been g to the City.
E. AccePtabi1it.v of Insurers
Insurance is; to be placed with insurers with a Bests' ra
of no less than A:XI unless otherwise authorized by Council Resolution No. 8108.
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F, Verification of Coverase
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Contractor shall furnish the City with certificates
insurance and with original endorsements affecting cover
required by this clause. The certificates and endorsen
for each insurance policy are to be signed by a per authorized by that insurer to bind coverage on its beha The certificates and endorsements are to be in forms provi by the City and are to be received and approved by the C 1 before work commences.
G. Subcontractors
Contractor shall include all subcontractors as insured un
its policies or shall furnish separate certificates
endorsements for each subcontractor. All coverages subcontractors shall be subject to all of the requireme stated herein. I 7-5 PERMITS
Modify the first sentence to read:
The agency will obtain, at no cost to the Contractor, 4 encroachment, right-of-way, grading, and building perm necessary to perform work for this contract on City property, streets, highways (except State highway right-of -way) , railw<
or other rights-of-way.
Add the following:
Contractor shall not begin work until all permits incidental
the work are obtained.
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7-8 PROJECT AND SITE MANAGEXENT . I To Section 7-8.1, Cleanup and Dust Control, add:
Cleanup and dust control shall be executed even on weekends e other non-working days 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
equipped with mufflers in good repair when in use on the proje
with special attention to City Noise Control Ordinance No. 310
Carlsbad Municipal Code, Chapter 8.48.
7-10 PUBLIC CONVENIENCE AND SAFEW
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 safety of empltoyees on the work and shall comply with applicable provisions of Federal, State and Municipal safety and building codes to prevent accidents or injury to person! about, or adjacent to the premises where the work is 1 performed. He/she shall erect and properly maintain at time, as required by the conditions and progress of the work necessary safeguards for the protection of workers and pul and shall use danger signs warning against hazards create such features sf construction as protruding nails, hoists, holes, and falling materials.
7-13 LAWS TO BE OBSERVED
Add the following:
Municipal ordinances which affect this work include Chz
11.06. Excavation and Grading.
If this notice specifies locations or possible materials, SUC
borrow pits or gravel beds, for use in the proposed construc
project which would be subject to Section 1601 or Section 16(
the Fish and Game Code, such conditions or modificat
established pursuant to Section 1601 of the Fish and Game
shall become conditions of the contract.
SECTION 8 - FACICLITIES FOR AGENCY PERSONNEL
Delete this section.
9-3 PAYMENT
Modify Section 9-3.2, Partial and Final Payment, as follows:
Delete the second sentence of the third paragraph having t
with reductions in amount of retention.
10 SURVEYING
Contractor shall employ a licensed land surveyor or regist
civil engineer to perform necessary surveying for this proj
Requirements of the Contractor pertaining to this item are
forth in Section 2-9.5 of the SSPWC. Contractor shall includ
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cost of surveying service within appropriate items of prop02 No separate payment will be made.
Survey stakes shall be set and stationed by the Contractc
surveyor for curbs at 50' intervals (25' intervals for curvc curb returns at BCR, 1/4, 1/2, 3/4, and ECR, headers, sew6 storm drains, and structures (4 corners min.) . Rough grade
required to satisfy cut of fill to finished grade (or flowli
as indicated on a grade sheet.
Contractor shall transfer grade hubs for construction inspection purposes to crown line base grade of streets
required by Engineer.
Contractor shall provide Engineer with 2 copies of survey
sheets prior to commencing construction of surveyed item,
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11 WATER FOR CONSTRUCTION
The Contractor shall obtain a construction meter for wa
utilized during the construction under this contract. Contractor shall contact the appropriate water agency requirements. The contractor shall include the cost of water
meter rental within appropriate items of the proposal.
separate payment will be made. I'
SUPPLEMENTAL PROVISIONS FOR CONSTRUCTION MATERIALS
(NOTE TO PROJECT MANAGER: These supplemental provisions materials and work comprise the technical or de
specifications and must be tailored to each project using design engineer's experience and judgment. The Standard spc
Provisions by the Regional Standards Committee is a reference. )
200-2 UNTREATED BASE MATERIAL
Aggregate base shall be crushed aggregate base (Section 200-2
crushed slag base (Section 200-2.3), or crushed miscellar
base (Section 200-2.4) .
201-1 PORTLAND CEMENT CONCRETE
Concrete for drainage ditch shall be Class 520-C-2500.
Modify Section 201-1.2.1, Portland Cement, as follows:
First paragraph, first sentence amend to read: #'All cement t used or furnished shall be low alkali and shall be either Ti or Type I1 Portland Cement conforming to ASTM C 150, or TYF (MS) Portland Pozzolan Cement conforming to ASTM C 595, ur otherwise specified. I*
Modify Section 201-1.2.3, Water, as follows:
Second paragraph replace Ill, 000 ppm (mg/L) of sulfatest1
Ill, 300 (mg/L) ppm of sulfates. It
Third paragraph replace l'800 ppm (mg/L) of sulfatesmt with 'VI (mg/L) ppm of su1fates.11
(b) Air-entraini.ns Admixtures
Last paragraph amend to read: "A tolerance of plus or minu
1/2 percent is allowed. The air content of freshly n concrete will be determined California Test Method No. 504."
Modify Section 201-1.3.3, Concrete Consistency, as follows:
Second paragraph delete: "and shall not exceed amounts show
following table:" Also delete table.
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Modify Section 201-1.4.3, Transit Mixers, as follows:
Add after listing of information for weighmaster's certificz "Transit mixed concrete may be certified by mix design nu& provided a copy of the mix proportions are kept on file at
plant location for a period of 4 years after the use of
mix. It
201-2 STEEL REINFORCEMENT FOR CONCRETE
No changes.
203-6 and 400-4 ASPHALT CONCRETE
Asphalt concrete shall be class C2-AR 4000, C3-AR 4000, or '1
Modify Section 203-6.6.1, Batch Plant Method, as follows:
Third paragraph, delete "and from the Engineerts fi laboratory. II
Last paragraph, add after D 2172: Ifmethod A or B."
Modify Section 203-6.8, Miscellaneous Requirements, as follows
Add the following: IlOpen graded asphalt concrete stored excess of 2 hours, and any other asphalt concrete stored
excess of 18 hours, shall not be used in the work."
Modify Section 400-4.1, General, as follows:
Second paragraph, amend to read: Wnless otherwise specifi
AR-4000 paving grade asphalt shall be used for Type I11 asphal concrete, and AR-8000 paving grade asphalt shall be used asphalt concrete dikes."
Modify Section 400-4.2.4, Fine Aggregate, as follows:
Add: '*The total amount of material passing the No. 200 sic
shall be determined by washing the material through the sic
with water. No less than 1/2 of the material passing the No. ,
sieve by washing shall pass the No. 200 sieve by dry sieving.It
Add the following paragraph: "Fine aggregate shall be tested
soundness in accordance with ASTM D-1073, and shall not excl
fifteen percent (15%) loss by weight.1t
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I11 C3-AR 4000.
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1" ( 2 5mm)
3/41! (19mm)
1/2" (13mm)
3/8" (lorn) No. 4 No. 8
No. 30
No. 200
Asphalt %
100 100 100 100 87-100 90-100 90-100 95-10( 75-95 80-90 85-100 85-95
50-80 60-75 60-84 65-80 30-60 40-55 40-60 45-60
22-44 27-40 24-50 30-45
8-26 12-22 11-29 . 15-25
1-8 3-6 1-9 3 -7
4.6-6.0 4.6-6.0
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Mix Sand Cleanness Size Eauivalent (Min. L Value 1Min.I
D 45 Individual 55 Individual
C 50 Individual I B 50 Individual
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50 Moving Average 60 Moving Avei
60 Individual
60 Individual
After the last paragraph, add the following:
The aggregated from each separate bin for asphalt concrete, 7
1x1, except for the bin containing the fine material shall ha\ Cleanness Value as noted in the added "Table of Sand Equival
and Cleanness Values" and as determined by Test Method
Calif. 227, modified as follows:
Tests will be performed on the material retained on the No
sieve from each bind and will not be a combined or avera
result.
Each test specimen will be prepared by hand shaking for seconds, a single loading of the entire sample on a 12-i diameter, No. 4 sieve nested on top of a 12-inch diameter, No
Where a coarse aggregate bind contains material which will p the maximum size specified and be retained on a 3/8 inch sie the test specimen weight and volume of wash water specified one inch x No. 4 aggregate size will be used.
Samples will be obtained from the weight box area during
immediately after discharge from'each bin of the batching pll
or immediately prior to mixing with asphalt in the case
The Cleanness Value of the test sample from each of the bins wj be separately computed and reported.
Modify Section 400-4.4, Storing, Drying and Screening Aggregatc as follows:
After fifth paragraph, add: "When the Contractor ac supplemental fine aggregate, each such supplemental fj aggregate used shall be stored separately and kept thorougf
dry.
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204-1 LUHBER AhYD PLYWOOD
Header for bituminous pavement shall be construction
Redwood, or treated construction grade Douglas Fir.
204-2 TJ3EA"'I' WITH PRESERVATIVES
No change.
207-2 REINFORCED CONCRETE PIPE
The pipeline layout and connector pipe list required
Paragraph 3, 207-2.1, is waived.
210-1 PAINT
Paint for stripling shall be white.
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300-2 UNCLASSIFIED EXCAVATION
Excavation of material in the 30' x 24' area of the parking
entrance is required to enable the entrance to properly con1 the parking lot to the existing parking facilities of building with a 6" section of aggregate base and asp1 concrete. Payment for the excavation will be per the lump
price bid for excavation.
301-1 SUBGRADE PREPARATION
Contractor will protect the existing D.G.
necessary to excavate in the entrance area. Scarifying
cultivating is therefore not required for this contract.
in place except wk I
301-2 UNTREATED BASE
No change.
302-5 ASPHALT CONCRETE PAVEMENT
A prime coat is not required for this contract. A seal coat
required and shall conform the Section 302-5.9 of tk
Modify Section 302-5.1, General, as follows:
Paragraph 1, replace IISection 203-6" with tlSection 400-4 I1
Last paragraph, add: IIAll testing of underground installati
at any given point shall be completed before the surfacing
placed at that point."
Modify Section 302-5.2, Prime Coat, as follows:
After "grade Sc-250t1 add Itor MC 70."
Modify Section 302.5.5.2, Density and Smoothness, as follows:
First paragraph, change 1/8 inch (3mm) to 1/4 inch (6mm).
Modify Section 302-5.5.1, Rolling General, as follows:
Second paragraph, Part (2), add:
'IVibratory rollers shall be limited to breakdown, unl
otherwise directed by the Engineer.:
1 supplemental provisions.
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After last paragraph, add: llUnless directed by otherwisc Engineer, the initial breakdown rolling shall be followed pneumatic-tired roller as described in this Section."
To Section 302-5.8, Measurement and Payment, add:
Cost of labor and materials for the seal coat shall be inc in the unit price bid for asphalt concrete.
Add the following:
302-5.9, Seal Coat
All asphalt concrete surfaces shall be seal-coated u otherwise specified. The seal coat shall consist of a CO~ asphaltic emulsion and a cover coat of sand. The asph emulsion shall be mixing type conforming to Section 2 I1Emulsion Asphalt.!'
Immediately before applying asphaltic emulsion, the surface seal-coated shall be thoroughly cleaned of all dirt and material. Asphaltic emulsion shall not be applied wher
street is overly wet or when the atmospheric temperature is
50 degrees Fahrenheit.
The asphaltic emulsion shall be applied by use of a
spraying device that uniformly applies the emulsion to
surfacing at a rate of 0.1 to 0.15 gallon per square yard. distributor spray bar shall be equipped with asphaltic emu1
type spray jets. Curbs, gutters, and other adjo improvements shall be carefully protected from the emulsion any such improvements spattered or touched with emulsion sha
carefully cleaned.
Immediately after the application of asphaltic emulsion, a 1
coat of sand shall be spread at the rate of 6 to 12 pound:
square yard. After the sand has been spread, any piles, ri( or uneven distribution shall be broomed to maintain an even
over the surface. Five days after the seal coat has applied, the surface shall again be broomed and any excess
shall be picked up and removed from the job. The Engineei authorize the sand to be broomed, picked up and removed fro1
job after 2 or more days.
Sand shall be clean and dry.
303-2 AIR-PLACE CONCRETE
No changes.
1 306-1 OPEN 'I!R.EWCH OPERATIONS
18" RCP shall have a minimum cover of one (1) foot below fir, grade. Bedding may be aggregate base per these specificat
Compaction shall be a minimum of 90% density and backfill
be mechanically compacted.
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1 310-5 PAINTING VARIOUS SURFACES
Modify Section 310-5.6.10, Painting Traffic Striping, Pav
Markings and Curb Markings, as follows:
Payment for all pavement marking shall be a lump sum as pro
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CONSTRUCTION SPECIFICATIONS
FOR
CARLSBAD FIRE STATION NO. 5
City of Carlsbad, California
DANIELS01 DESIGN GROl
31732 RANCHO VlEJO RO SUITE 'D' SAN JUAN CAPISTRANO, CALIFORNIA 92675 (714) 493-8320
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CARLSBAD FIRE STATION NO. 5
SPECIFICATIONS - TABLE OF CONTENTS 1
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DIVISION 1 - GENERAL REQUIREMENTS
Section 01010 - Summary of Work
Section 01039 - Coordination and Meetings
Section 01300 - Submittals
Section 01400 - Quality Control
Section 01500 - Construction Facilities & Temporary
Section 01600 - Material and Equipment
Section 01700 - Contract Closeout
Con tro 1 s
I DIVISION 2 - SITE WORK
Section 02100 - Site Prepration
Section 02200 - Earthwork
Section 02202 - Rock Removal Section 02223 - Backfilling
Section 02225 - Trenching Section 02441 - Landscape Irrigation System '
Section 02480 - Landscape Planting
Section 02499 - Plant Establishment and Maintenance
Section 02513 - Asphaltic Concrete Paving Section 02584 - Pavement Marking
Section 02870 - Precast Concrete Bollards
DIVISION 3 - CONCRETE
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Section 03001 - Concrete
Section 03346 - Concrete Floor Finishing
DIVISION 4 - MASONRY
Section 04270 - Glass Unit Masonry
Section 04300 - Unit Masonry System
DIVISION 5 - METALS
Section 05120 - Structural Steel
Section 05500 - Metal Fabrications 1
Carlsbad Fire Table of Contents
Station No. 5 Page 1
DIVISION 6 - WOOD AND PLASTICS
Section 06001 - Carpentry Work
Section 06112 - Framing and Sheathing
Section 06193 - Plate Connected Wood Trusses Section 06400 - Architectural Woodwork
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Section 07115 - Elastomeric Sheet Waterproofing Section 07213 - Batt and Blanket Insulation Section 07510 - Built-up Asphalt Bituminous Roofing
Section 07600 - Flashing and Sheet Metal
Section 87724 - Roof Hatches
Section 07800 - Insulated Translucent Panel Skyroof
Section 07920 - Sealants and Calking System
DIVISION 8 - IDOORS AND WINDOWS
Section 108100 - Metal Doors and Frames
Section 08210 - Wood Doors
Section 08213 - Plastic Faced Wood Doors
Section 08331 - Overhead Coiling Doors Section 08410 - Aluminum Storefront System Section 08520 - Aluminum Windows Section 08710 - Finish Hardware Section 08800 - Glazing
DIVISION 9 - FINISHES
Section 09220 - Portland Cement Plaster
Section 09260 - Gypsum Wallboard System
Section 09311 - Ceramic Ti.le Floor Finish
Section 09312 - Ceramic Tile Wall Finish
Section 09331 - Quarry Tile Finish Section 09511 - Suspended Acoustical Ceilings Section 09650 - Resilient Flooring
Section 09688 - Carpet - Glue Down
Section 09900 - Painting
Section 09955 - Vinyl Coated Fabric Wall Coverings
DIVISION 10 - SPECIALTIES
Section 10165 - Plastic Laminate Toilet Partitions
Section 10350 - Flagpoles
Section 10400 - Identifying Devices
Section 10500 - Locker Room Benches Section 10522 - Fire Extinguishers and Cabinets Section 10800 - Toilet and Bath Accessories
Carlsbad Fire Table of Conten
Station No. 5 Page
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DIVISION 11 - EQUIPMENT
Section 11012 - Vacuum Cleaning Systems Section 11132 - Projection Screens
Section 11400 - Food Service Equipment
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DIVISION 12 - FURNISHINGS
Section 12512 - Horizontal Louver Blinds
DIVISION 13 - SPECIAL CONSTRUCTION
(Not used.)
DIVISION 14 - CONVEYING SYSTEMS
(Not used.)
DIVISION 15 - MECHANICAL
Section 15300 - Breathing Air Compressor
Section 15400 - Plumbing
Section 15500 - Fire Protection Sprinkler System Section 15800 - Mechanical (HVAC)
DIVISION 16 - ELECTRICAL
Section 16000 - Electrical
Section 16216 - Emergency Electric Generating System
Section 16770 - Public Address System
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END OF SPECIFICATIONS TABLE OF CONTENTS
Carlsbad Fire Table of Contents
Station No. 5 Page 3
SECTION 01 01 0
SUMMARY OF WORK I
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I. PART 1 GENERAL
1.01 SUMMARY
A. The work under this Contract necessary for and incidental
to the execution and completion of all work indicated in the Contract Documents for construction of:
City of Carlsbad Fire Station No. 5
Carlsbad, California
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B. The Conditions of the Contract and other sections of Division 1 apply to this section as though fully repeated I herein.
C. Contract Documents prepared by:
Danielson Design Group
31732-D Rancho Viejo Road
San Juan Capistrano, California 92675
1.02 GENERAL DESCRIPTION OF WORK
A. Construction of a new Fire Station facility, of concrete unit masonry construction, complete with heating, ventilating and air conditioning system, plumbing system,
electrical system, fixtures and equipment. Construction
shall be in accordance with the Uniform Building Code,
1982 Edition, all local codes and ordinances.
The work under this Contract includes t'ne furnishing of
all labor, materials, services, and transportation, except
as specifically excluded, which is required €or the completion of the project in accordance with the
provisions of the Construction Documents.
OCCUPATIONAL SAFETY LVD HEALTH ACT REQUIREMENTS
It shall be the responsibility of the Contractor to maintain conditions at the job site so as to meet in all
respects the requirements of the Occupational Safety and iiealth Act, OSHA. This provision shall cover the
Contractor's employees and all other persons working upon
or visiting the site. To this end, the Contractor shall
inform himself and his representatives of OSHA standards.
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1.03
A.
Carlsbad Fire Summary of WorJ
Station No. 5 01010 - 7
1.04 TITLE 24 MANDATORY REQUIREMENTS
A. HVAC Controls - Section 2-5315
1, Each HVAC System shall:
a. Be equipped with at least one automatic device fo
reducing HVAC energy use during periods of nonuse or alternate uses of building spaces or zones served by system; b. Be able to maintain space temperature set points from 55 degrees F to 85 degrees F. Two or more replacement fixed set-point devices shall be
permitted if installed so as to maintain space
temperature set points in zone they control;
c. Be able to provide sequential temperature control
of heating and cooling capacity in each zone, if
both heating and cooling are provided; d. Provide range of temperatures up to 10 degrees F
in which no heating or cooling is provided to
space, if HVAC system has both heating and coolin
capability; e. Be able to terminate all heating at 70 degrees F;
and
f. Be able to terminate all cooling at 78 degrees F.
EXCEPTION: Multiple zone HVAC systems requiring
concurrent operation of independent heating and cooling systems need not comply with Section 2-
531 5( a) 4, 2-531 5(a) 5, and 2-531 5 (a) 6.
2. Zoning: Provide each zone with at least one of the devices specified in subsection (a) to control the
WAC system which serves the zone. Each floor of a building with conditioned space shall contain at leas one zone,
B. Ventilation Systems - Section 2-5316: On mechanical
ventilation supply and exhaust systems capable of moving
more than 5,000 cfm of air, provide automatic dampers
interlocked and closed on fan shutdown. On gravity
ventilating systems, provide either automatic or readily
accessible manually operated dampers in all openings to
the outside, other than combustion air openings.
C. Doors and Windows - Section 2-5317: Doors and windows between conditioned and unconditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope,
Carlsbad Fire Summary of Wor
Station No. 5 01010 -
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D. Control Devices For Indoor Lighting - Section 2-5319:
Controls for lighting loads within the building envelope shall meet each of the following requirements:
1. Each area controlled by ceiling-height partitions
shall have independent control of the lighting within
that area. 2. Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area; "readily accessible" meaning located so that a person using the device can see the controlled lights or the
area being lit. Switching devices in addition to, but
not instead of, required readily accessible manually
operated switching devices shall also be permitted.
3. General lighting of any area 100 sq. ft. or larger in
which connected lighting load equals or exceeds 1.0 watt per sq. ft. throughout entire area shall be controlled so that load may be reduced by at least one-half while maintaining a reasonably uniform level
of illumination throughout the area. Readily
accessible switches that control each luminaire in a space with more than one luminaire, or that control each lamp in a space independently, meet the require- ments of this section. In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units in all portions of the area where
natural light is available at the same time are
switched independently of the remainder of the area.
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E. Occupant Operating and Maintenance Information to be
Provided by Builder: The builder shall provide the
building owner, manager and the original occupants a list
of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices, conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be consistent
with specifications set forth by the Executive Director.
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F. Water Heaters and Plumbing Fixtures: Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding:
water heaters of the non-storage electric type and
lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 100 F) Section 2-5314, Table 2-536.
Carlsbad Fire Summary of Work
Station No. 5 01010 - 3
1.05 TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS
A. Construction Compliance:
1. Prior to occupancy of the building, the person responsible for construction or installation shall provide the building department a signed statement, showing the building permit number, and listing all
the manufactured devices installed, including the nar
of the manufacturer, model number, date of manufactui manufacturer's stated efficiency, including the sour( cooling power index, source heating power index, and fan performance index of each WAC system. In lieu oJ the list, reference may be made to the plans and specifications, if all the above information was contained in the plans and specifications.
responsible for its preparation. The signer shall be
civil engineer, mechanical engineer, electrical
engineer, architect, building designer, general building contractor, or specialty contractor, licensc or registered to practice by the State of California; or shall1 be the building owner if he or she is allow< by law to prepare the document. If more than one person has responsibility for building design or
construc:tion, each person may prepare and sign the
document: or documents applicable to that portion of
the design or construction for which the person was responsible; or the person with chief responsibility for design or construction may prepare and sign the documeni: for the entire design or construction.
2. Each document shall be signed by the person
B. Insulation Certification: Prior to occupancy the insulation installer shall post in a conspicuous locatior
in the building a signed certificate containing the
building permit number and stating the insulation was
installed in accordance with the approved plans and specifications. The certificate should also show the
manufacturer's name, material identification, "R" value
and, for blown insulation, the minimum weight per square
foot consistent with manufacturer's design data.
1.06 DOCUMENTS AVAILABLE
A. A survey and soils investigation report obtained from te: holes at the site is available at the Office of the
Architect for inspection. Information obtained from sucl-
report or information given on Drawings as to sub-surface
soil conditi.ons or to elevations of existing grades or elevations of underlying obstructions is approximate on11 is not guaranteed, and does not form a part of the Contract Documents. The Contractor is to make a visual examination of the site, and perform whatever tests he deems appropriate to determine underground condition of soil.
Carlsbad Fire Summary of Wor
Station No. 5 01010 -
1.07 SHORING AND BRACING
A. The Contractor is responsible for the design and
construction of all needed shoring and bracing necessary
to construct this project. designed by a licensed Civil Engineer. Costs for design of shoring and bracing will be borne by the Contractor.
B. The Contractor is to notify the Civil Engineer, the Soils Engineer, and the Architect if unusual or latent or
presently unknown conditions are encountered which might
affect the structural stability of the work to follow, or if existing conditions are found to be different than
those indicated.
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Shoring and bracing are to be
1.08 COORDINATION WITH STRUCTURAL REQUIREMENT
A. The placement of pipe, conduit, etc. and the location,
size and reinforcement in holes in the building structure
are to conform to t'ne structural drawings and specifications. When the requirements of the Mechanical, Electrical, and other sections of the Specifications or Drawings are in conflict with the structural requirements, the structural requirements shall take precedence. Where
the safety of the building structure is threatened, due tc mechanical, electrical or other work or holes required for
such work, make modifications as directed by the Architect.
3. It is the Contractor's responsibility to coordinate the
work so as to minimize conflices and optimize efficiency.
1.09 WORK INDICATED AS N.I.C.
A. The term "NIC" shall be construed to mean construction
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work not be furnished, installed or performed by the Contractor; the term means "Not in this Contract" or "Not
a Part of the Work to be Performed by the Contractor"
except that coordination and/or installation of certain
NIC items specified shall be the Contractor's
responsibility.
PART 2 PRODUCTS
(Not used.)
PART 3 EXECUTION
(Not used.)
END OF SECTION
Carlsbad Fire Summary of Work
Station No. 5 01010 - E
SECTION 01 039
COORDINATION AND MEETINGS
PART 1 GENERAL
1 , 01 SECTION INCLUDES
A, Coordination.
B, Field engineering.
C, Progress meetings.
1 . 02 COORDINATION
A, Coordinate scheduling, submittals, and Work of the variou Sections of Specifications to assure efficient and order1 sequence of installation of interdependent construction
elements.
B. Verify that utility requirement characteristics of
operating equipment are compatible with building
utilities. interdependent responsibilities for installing, connectin to, and placing in service, such equipment,
Coordinate work of various Sections having
C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings.
pipes, ducts;, and conduit, as closely as practicable;
place runs parallel with line of building. efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
D. In finished areas except as otherwise indicated, conceal
pipes, ducts,, and wiring within the construction. Coordinate locations of fixtures and outlets with finish
elements.
Follow routing shown for
Utilize space
E. Coordinate completion and clean up of Work of separate
sections in preparation for Substantial Completion.
F, After Owner occupancy of premises, coordinate access to
site for correction of defective Work and Work not in accordance w4th Contract Documents, to minimize disruptio of Owner's activities.
1 . 03 FIELD ENGINEERING
A. Employ a Land Surveyor registered in the State of
California and acceptable to the Architect/Enginees.
Carlsbad Fire Coordination and Meeting
Station No. 5 01039 -
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B. Contractor to locate and protect survey control and reference points.
C. Control datum for survey is that shown on Drawings.
D. Provide field engineering services. Establish elevations,
lines, and levels, utilizing recognized engineering survey practices.
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E. Submit certificate signed by the Land Surveyor that the
elevations and locations of the Work are in conformance with the Contract Documents.
1.04 PROGRESS MEETINGS
A. The Architect, in coordination with the Owner, will
schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals, unless indicated I otherwise.
B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect/Engineer, as appropriate to agenda topics for each meeting.
C. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress. 3. Field observations, problems, and decisions.
4. Identification of problems which impede planned
5. Review of submittals schedule and status of
6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and
13. Other business relating to Work.
progress.
submittals. I.
coordination.
PART 2 PRODUCTS I Not Used
i PART 3 EXECUTION
Not Used
END OF SECTION
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Carlsbad Fire Coordination and Meeting: I Station No. 5 01039 -
SECTION 01 300
SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Submittal procedures.
B. Construction progress schedules.
C. Proposed Products list.
D. Shop drawings.
E. Product data.
F. Samples.
G. Manufacturers' instructions.
H. Manufacturers' certificates.
1.02 RELATED SECTIONS
A. Section 01400 - Quality Control: Manufacturers' field
services and reports.
B. Section 017C)O - Contract Closeout: Contract warranty
and manufacturer's certificates closeout submittals.
1 -03 SUBMITTAL PF!OCEDURES
A. Transmit each submittal with Architect/Engineer accepted
form.
B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate.
C. Apply Contractor's stamp, signed or initialled certifying
that review, verification of Products required, field
dimensions, adjacent construction Work, and coordination
of information, is in accordance with the requirements of
the Work and. Contract Documents.
D. Schedule submittals to expedite the Project, and deliver to Architect/Engineer at business address. Coordinate
submission of related items.
E. Identify variations from Contract Documents and Product o system limitations which may be detrimental to successful performance of the completed Work.
Carlsbad Fire Submittal
Station No. 5 01300 -
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F. Provide space for Contractor and Architect/Engineer review
stamps .
changes made since previous submittal.
H. Distribute copies of reviewed submittals to concerned
parties. Instruct parties to promptly report any
inability to comply with provisions.
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G. Revise and resubmit submittals as required, identify all I.
1 . 04 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule in duplicate within 10
days after date established in Notice to Proceed for I Architect/Engineer review.
B. Revise and resubmit as required.
C. Submit revised schedules with each Application for
D. Indicate estimated percentage of completion for each item
Payment, identifying changes since previous version.
of Work at each submission. 1 1.05 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Owner-Contractor Agreement,
submit complete list of major products proposed for use,
with name of manufacturer, trade name, and model number or
each product.
B. For products specified only by reference standards, give
manufacturer, trade name, model or catalog designation, and reference standards.
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1.06 SHOP DRAWINGS
A. Submit in the form of six opaque reproductions; if Contractor requires the return of more than three reproductions, submittal should be increased by that
number .
B. After review, reproduce and distribute in accordance
with Article on Procedures above and for Record Documents
described in Section 01700 - Contract Closeout. I
1 -07 PRODUCT DATA
A. Submit the number of copies which the Contractor requires,
plus one copy which will be retained by the Architect/ 1 Engineer.
Carlsbad Fire Submittals
Station No. 5 01300 - 2
B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this
Pro j ect .
c. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout.
1.08 SAMPLES
A. Submit samples to illustrate functional and aesthetic
characteristics of the Product, with integral parts and
attachment devices. Coordinate sample submittals for
interfacing work. €3. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors selected, textures, and patterns for Architect/Engineer's
selection.
C. Include identification on each sample, with full Project
information.
D. Submit the number or samples specified in individual specificatioln Sections; one of which will be retained by
Architect/Engineer.
E. Reviewed samples which may be used in the Work are indicated in individual specification Sections.
1.09 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery,
storage, assembly, installation, start-up, adjusting,
and finishing, in quantities specified for Product Data.
B. Identify conflicts between manufacturers' instructions an
Contract Documents.
1 . 1 0 MANUFACTURER ' S CERTIFICATES
A, When specified in individual specification Sections,
submit manufacturers' certificate to Architect/Engineer for review, in quantities specified for Product Data.
B. Indicate matlerial or Product conforms to or exceeds specified requirements. affidavits, and certifications as appropriate.
material or Product, but must be acceptable to
Architect/Enyineer.
Submit supporting reference date,
C. Certificates may be recent or previous test results on
Carlsbad Fire Submittals
Station No. 5 01300 - r
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PART 2 PRODUCTS
Not Used 1
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I. PART 3 EXECUTION
Not used
END OF SECTION
1.
Carlsbad Fire Submittals I Station No. 5 01300 - 4
SECTION 01 400
QUALITY CONTROL
PART 1 GENERAL
1 , 01 SECTION INCLUDES
A. Quality assurance and control of installation.
B. References.
C, Field samples.
D. Mock-up.
E, Inspection atnd testing laboratory services.
F. Manufacturer's' field services and reports.
1.02 RELATED SECTIONS
A. Section 01300 - Submittals: Submission of Manufacturers' Instructions; and Certificates.
B, Section 01600 - Material and Equipment: Requirements for
material and product quality.
1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers,
Products, services, site conditions, and workmanship, to
produce Work: of specified quality.
B. Comply fully with manufacturers' instructions, including each step in sequence.
Documents, request clarification from Architect/Engineer before proceeding.
D. Comply with specified standards as a minimum quality for
the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
C, Should manufacturers' instructions conflict with Contract
E. Perform work: by persons qualified to produce workmanship
F. Secure Products in place with positive anchorage devices designed andl sized to withstand stresses, vibration, physical distortion or disfigurement.
of specified1 quality.
Carlsbad Fire Quality Contro
Station No. 5 01400 -
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1 , 04 REFERENCES
A. Should specified reference standards conflict with Contract Documents, request clarification for Architect/Engineer before proceeding.
B. The contractual relationship of the parties to the
Contract shall not be altered from the Contract Documents
by mention or inference otherwise in any reference document ,
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A. Install field samples at the site as required by
B. Acceptable samples represent a quality level for the Work.
C, Where field sample is specified in individual Sections to
individual specifications Sections for review.
be removed, clear area after field sample has been
accepted by Architect/Engineer.
1-06 MOCK-UP
A. Assemble and erect specified items, with specified
attachment and anchorage devices, flashings, seals, and finishes,
B. Where mock-up is specified in individual Sections to be
removed, clear area after mock-up has been accepted by
Architect/Engineer.
1.07 INSPECTION AND TESTING LABORATORY SERVICES
A, Owner will appoint, employ, and pay for services of an
independent firm to perform inspection and testing,
I.
B. The independent firm will perform inspections, tests, and
other services specified in individual specification
Sections and as required by the Architect/Engineer.
C. Reports will be submitted by the independent firm to the
Architect/Engineer, in duplicate, indicating observations
and results of tests and indicating compliance or non- compliance with Contract Documents.
materials, design mix, equipment, tools, storage and
assistance as requested.
1, Notify Architect/Engineer and independent firm 24
D. Cooperate with independent firm; furnish samples of
hours prior to expected time for operations requiring services.
additional samples and tests required for Contractor's 2, Make arrangements with independent firm and pay for 1. use.
Carlsbad Fire Quality Control Station No. 5 01400 - 2
E. Retesting required because of non-conformance to specifie
requirements shall be performed by the same independent
firm on instructions by the Architect/Engineer.
for retesting will be back-charged to the Contractor. Payment
1.08 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. When specified in individual specification Sections,
require material or Product suppliers or manufacturers to
provide qualified staff personnel to observe site
conditions, conditions of surfaces and installation,
quality of workmanship, start-up of equipment, test,
adjust, and balance of equipment as applicable, and to
initiate instructions when necessary.
B. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written
instructions.
C. Submit report within 30 days of observation to Architect/
Engineer for review.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used.
END OF SECTION
Carlsbad Fire Quality Control
Station No. 5 01400 - 2
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SECTION 01 500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS I
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1. PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, water, and sanitary
B. Temporary Controls: Enclosures and fencing, protection
facilities.
of the Work, and water control.
C. Construction Facilities: Progress cleaning,
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Final cleaning.
1.03 TEMPORARY ELECTRICITY
A. Provide and pay for power service required from Utility
source,
1.04 TEMPORARY WATER SERVICE
A. Provide, maintain and pay for suitable quality water
service required.
1.05 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures.
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I 1.06 ENCLOSURES AND FENCING
A. Enclosures: Provide and maintain for the duration of
construction all scaffolds, tarpaulins, canopies, warning
signs, steps, platforms, bridges, and other temporary
construction necessary for proper completion of the Work in compliance with pertinent safety and other regulations.
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B. Fencing: Provide and maintain for the duration of
construction a temporary fence of design and type needed
to prevent entry onto the Work by the public. 8
1 -07 WATER CONTROL
A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.
B. Protect site from puddling or running water.
Carlsbad Fire Construction Facilities & Temporary Controls Station No. 5 01500 - 1
1 -08 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and
B. Remove debris and rubbish from pipe chases, plenums,
rubbish. Maintain site in a clean and orderly condition.
attics, crawl spaces, and other closed or remote spaces,
prior to enclosing the space,
Broom and vacuum clean interior areas prior to start of
surface finishing, and continue cleaning to eliminate
dust.
D, Remove waste materials, debris, and rubbish from site
C.
periodically and dispose off-site.
1.09 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A, Remove tempcirary above grade or buried utilities,
equipment, facilities, materials, prior to Substantial
Completion or as directed by Architect. .
Clean and repair damage caused by installation or use of temporary work.
Restore existing facilities used during construction to
original condition, during construction to specified condition.
B.
C. Restore permanent facilities used
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
Carlsbad Fire Construction Facilities & Temporary Controls
Station No. 5 01500 - 2
4
SECTION 01 600
MATERIAL AND EQUIPMENT I
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PART 1 GENERAL
1 . 01 SECTION INCLUDES
1.
A. Products.
B. Transportation and handling,
C. Storage and protection.
D. Product options.
E. Substitutions.
1.02 RELATED SECTIONS
A. Instructions to Bidders: Product options and substitution
B. Section 01400 - Quality Control: Product quality
procedures.
I monitoring.
1.03 PRODUCTS
A. Products: Means new material, machinery, components,
equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work. Products
may also include existing materials or components required
for reuse.
1.
B. Provide interchangeable components of the same
manufacturer, for similar components.
1.04 TRANSPORTATION AND HANDLING
A, Transport and handle Products in accordance with
manufacturer's instructions.
B. Promptly inspect shipments to assure that Products comply with requirements, quantities are correct, and Products are undamaged.
C. Provide equipment and personnel to handle Products by
methods to prevent soiling, disfigurement, or damage.
Carlsbad Fire Material and Equipment
Station No. 5 01600 - 1
1.05 STORAGE AND PROTECTION
A. Store and protect Products in accordance with manufacturer's instructions, with seals and labels intacl
and legible, Store sensitive Products in weather-tightf
climate controlled enclosures.
B. For exterior: storage of fabricated Products, place on
C. Provide off--site storage and protection when site does nc
sloped supports, above ground.
permit on-site storage or protection.
D. Cover Products subject to deterioration with impervious
sheet covering. Provide ventilation to avoid condensation.
E. Store loose granular materials on solid flat surfaces in well-drained area. Provide mixing with foreign matter.
F. Provide equi.pment and personnel to store Products by
methods to prevent soiling, disfigurement, or damage.
G. Arrange storage of Products to permit access for
inspection. Periodically inspect to assure Products are
undamaged anid are maintained under specified conditions.
1.06 PRODUCT OPTlONS
A. Products Specified by Reference Standards or by Description Only with a Provision for Substitutions: Any
Product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for
substitution for any manufacturer not named.
1 . 07 SUBSTITUTIONS
A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions during the biddin1 period to requirements specified in this Section.
B. Substitutions may be considered when a Product becomes
unavailable through no fault of the Contractor.
C. Document each request with complete data substantiating compliance of proposed Substitution with Contract
Documents.
D. A request constitutes a representation that the Bidder:
1. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specifiec
Product. 2. Will provide the same warranty for the Substitution a:
for the specified Product.
Carlsbad Fire Material and Equipment
Station No. 5 01600 - 2
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3, Will coordinate installation and make changes to other Work which may be required for the Work to be complete
with no additional cost to Owner,
which may subsequently become apparent.
4. Waives claims for additional costs or time extension
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E, Substitutions will not be considered when they are
indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract
Documents.
1.
F, Substitution Submittal Procedure:
1. Submit three copies of request for Substitution for consideration.
Substitution.
2. Submit shop drawings, Product data, and certified test
results attesting to the proposed Product equivalence. 3. The Architect/Engineer will notify Contractor, in
writing, of decision to accept or reject request,
Limit each request to one proposed
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not used I. END OF SECTION
Carlsbad Fire Material and Equipment I Station No. 5 01600 - 3
SECTION 01 700
CONTRACT CLOSEOUT
PART 1 GENERAL
1 , 01 SECTION INCLUDES
A. Closeout Procedures.
B. Final Cleaning.
C. Adjusting.
D. Project Record Documents.
E. Operation and Maintenance Data.
F. Warranties.
G, Spare Parts and Maintenance Materials.
H. Instruction.
1.02 RELATED SEC'I!IONS
A, Section 01 500 - Construction Facilities and Temporary
Controls: Progress Cleaning.
1 . 03 CLOSEOUT PRCICEDURES
A. Submit written certification that Contract Documents have
been reviewed, Work has been inspected, and that Work is
complete in accordance with Contract Documents and ready
for Architec:t/Engineer's inspection,
B. Provide subrriittals to Architect/Engineer and Owner that
are required by governing or other authorities, including
but not necessarily limited to:
1. Certificates of Inspection,
2, Certificates of Occupancy.
C, Submit final. Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.
1, If so required, Architect will prepare a final Change Order sh,owing adjustments to the Contract Sum which
were not made previously by Change Orders,
1.04 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
Carlsbad Fire Contract Closeou
Station No. 5 01700 -
B. Clean interior and exterior glass and surfaces exposed to
view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum
carpeted and soft surfaces.
C. Clean equipment and fixtures to a sanitary condition.
D. Clean, and replace if necessary, filters of operating
E. Clean debris from roofs, gutters, downspouts, and drainage
F. Clean site; sweep paved areas, rake clean landscaped
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systems.
surfaces .
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G. Remove waste and surplus materials, rubbish, and
construction facilities from the site.
1.05 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth
and unhindered operation.
1.06 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record
documents; record actual revisions to the Work:
1. Contract Drawings.
2. Specifications.
B. Store Record Documents separate from documents used for
construction.
Record information concurrent with construction progress.
section description of actual Products installed,
including the following: 1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3.
C.
D. Specifications: Legibly mark and record at each Product
1.
Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each item
to record actual construction including:
1. Measured depths of foundations in relation to finish
2. Measured horizontal and vertical locations of
first floor datum.
underground utilities and appurtenances, referenced to
permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to
visible and accessible features of the Work.
Details not on original Contract Drawings. 4. Field changes of dimension and detail.
5.
Carlsbad Fire Contract Closeout 1 Station No, 5 01700 - 2
F. Submit documents to Architect/Engineer with claim for
final Application for Payment.
1.07 OPERATION AND MAINTENANCE DATA
A. Submit two sets prior to final inspection, bound in 8-1/<
x 11 inch text pages, in binders with durable plastic
covers.
1.08 WARRANTIES
A. Submit prior to final Application for Payment,
B. For items of Work delayed beyond date of Notice of
Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period.
1.09 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual
specification Sections.
B. Deliver to place in location as directed; obtain receipt prior to f ilia1 payment ,
1 , 10 INSTRUCTION
A. Instruct the Owner's personnel in proper operation and
maintenance of systems, equipment, and similar items whic were provided as part of the Work.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used
END OF SECTION
Carlsbad Fire Contract CloseoL
Station No. 5 01700 -
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SECTION 021 00
SITE PREPARATION 1.
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1 Station No. 5 02100 - 1
I. PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Perform site preparation work as shown
and specified. The Work includes, but is not necessarily
limited to:
1. Protecting existing trees and shrubs to remain.
2.
3. Stripping lawn areas. 4. Stripping and stockpiling topsoil. 5. Removing designated site improvements.
6 . Regrading. 7. Removing existing irrigation system. Stockpile for
Removing trees and other vegetation.
City's use.
B. Related Work
1. Section 02200 - Earthwork,
2. Section 02202 - Rock Removal. 3, Section 02480 - Landscape Planting.
1.02 PROJECT CONDITIONS
A. Perform site preparation work before commencing site
construction,
B. Locate, protect and maintain active utilities and site
improvements to remain.
1. Should uncharted or incorrectly charted piping or other utilities be encounterd during excavation, consult utility owner immediately for directions.
Cooperate with Owner and.uti1ity companies in keeping
respective services and facilities in operation. Repair damaged utilities to the satisfaction of
utility owner.
2. Do not interrupt existing utilities serving facilities
occupied and used by the Owner or others during occupied hours, except when permitted in writing by the Owner and then only after acceptable temporary utility services have been provided. 3. Provide minimum of 48-hour notice to the Owner and receive written notice to proceed before interrupting
any utility. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies for shut-off of
services if lines are active.
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C. Provide necessary barracades, coverings, and protection tc
prevent damage to existing improvements indicated to remai
Carlsbad Fire Site Preparatior
D. Restore to original grades and conditions, areas adjacen to site disturbed or damaged as a result of site
preparation work.
PART 2 PRODUCTS
(Not used.)
PART 3 EXECUTION
3 . 01 CLEARING
A. Locate and suitably identify trees and improvements indicated to remain.
B. Clear and grub areas within contract limits as required
C. Remove trees, plants, undergrowth, other vegetation, and debris, except items indicated to remain. Strip weeds ani grass. 1. Fell trees in a manner to prevent injury to adjacent facilities and to trees scheduled to remain. '
2. Use hand methods for grubbing inside the drip line o
trees to remain. Strip grass materials to a maximum
depth of 1 inch under tree canopies. Carefully till t
scarify existing grade to a depth of 1 inch.
3, Remove stumps and roots to a clear depth of 36 inche below subgrades. Remove stumps and roots to their fu depth within 5'-0" of underground structures, utilit
lines, footings, and paved areas.
for site access and execution of the work.
D. Protect existing trees scheduled to remain against injur:
or damage, including cutting,. breaking, or skinning of roots, trun:ks or branches; smothering by stockpiled
constructio:n materials, excavated materials, or vehicula
traffic wit:hin branch spread.
1. Repair trees scheduled to remain and damaged by construction operations in a manner acceptable to thc landscape architect. Repair damaged trees promptly tc prevent progressive deterioration caused by damage.
2. Replace trees scheduled to remain and damaged beyond repair 'by construction operations, as determined by the landscape architect, with trees of similar size
and species. Cost for tree replacement will be
determined in accordance with the Tree Evaluation
Formula as described in "A Guide to the Professional
Evaluation of Landscape Trees, Specimen Shrubs, and
Evergreens", published by the International Society c
Arboriculture.
Carlsbad Fire Site Preparatic
Station NO. 5 02100 -
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3. Repair and replacement of trees scheduled to remain
and damged by construction operations or lack of adequate protection during construction operations will be at the Contractor's expense.
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3.02 STRIPPING TOPSOIL
A. Strip topsoil to its full depth at building areas, and al. areas to be regraded, resurfaced, or paved within contrac' limit work area.
33. Stockpile topsoil in a location acceptable to the Owner
for use in finish grading and preparation of lawns and
planting beds.
1. Stockpiled topsoil is to be free of trash, brush,
stones over 3 inches in diameter, and other extraneouz
matter.
2. Grade and slope stockpiles for proper drainage and to 1 prevent erosion.
3.03 SITE IMPROVEMENTS
A. Remove existing site improvements within contract limits
as indicated by the Drawings.
all base material, as required to accommodate new
construction. Cut existing sidewalks, curbs, and paving ir
neat, straight lines to provide uniform, even transition from new to adjacent existing work. Cut back existing
paving a sufficient distance to permit forming and installation of new work.
B. Remove existing sidewalks, curbs, and paving, including
C. Remove, temporarily relocate during construction, and
1.
reinstall in final location street signs, parking meters,
mail boxes, traffic signal control boxes, and other designated items. Coordinate the work with applicable
governing authorities. Comply with all requirements
concerning temporary installation and permanent
reinstallation.
D. Raise existing catch basin, inlet and manhole structures
to accommodate new grade elevations at paved and lawn areas where indicated. Extend structures as required. Re- use existing catch basin, inlet and manhole frames, and
covers . 1 3.04 CLEANING
A. Upon completion of site preparation work, clean areas within contract limits, and remove tools, and equipment. Provide a site clear, clean, free of materials and debris,
and suitable for site work operations.
Carlsbad Fire Site Preparation
Station No. 5 02100 - 3
3.05 SALVAGED MATERIALS
A, Remove, store, protect, and reinstall salvaged items as noted on the Drawings, These items include, but are not necessarily limited to trees, light fixtures, bollards, flag poles, and irrigation equipment, as instructed by tE
Owner.
reinstallation or salvaged for the Owner's use are the property of the Contractor. Remove cleared materials fror
the site as the work progresses. Storage and sale of Contractor's salvage items on site is not permitted.
B. Materials, items, and equipment not scheduled for
END OF SECTION
Carlsbad Fire Site Preparatic
02100 - Station No. 5
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SECTION 02200
EARTHWORK 1
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1. PART 1 GENERAL
1 , 01 WORK INCLUDED
A. Building excavation.
B. Shoring excavations.
C. Site and finish grading.
1.02 RELATED WORK
A. Section 01400 - Quality Control: Inspection of bearing
B. Section 02202 - Rock Removal: Removal of rock during
C. Section 02100 - Site Preparation.
D. Section 02223 - Backfilling,
E. Section 02225 - Trenching: Trenching for utilities.
F. Geotechnical Report - "Geotechnical Investigation,
Carlsbad Safety Center, Phase 111, Carlsbad, California", as prepared by Testing Engineers-San Diego, dated Februari 17, 1987; on file at the office of the Architect.
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excavation,
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I. 03 PROTECTION
1.
A. Protect excavations by shoring, bracing, sheet piling,
underpinning, or other methods required to prevent cave-ir or loose soil from falling into excavation. All
excavations should be in accordance with OSHA regulations if workers are to enter the excavations (OSHA Safety Guide
1.
S-358). Barricade as required open excavations occurring as
part of this work and post with warning lights.
Operate warning lights as recommended by authorities
having j uri sdiction.
2. Protect structures, utilities, sidewalks, pavements,
and other facilities from damage caused by settlement, lateral movement, undermining, washout, dush and other hazards created by earthwork operations.
Carlsbad Fire Earthwork I Station No. 5 02200 - 1
B, Underpin ad:jacent structures which may be damaged by excavation work, including service utilities and pipe chases.
c. Notify Architect/Engineer of unexpected subsurface conditions and discontinue affected work in area until
notified to resume work.
D. Protect bottom of excavations and soil adjacent to and
E. Grade excavation top perimeter to prevent surface water
beneath foundations from frost.
run-off into excavation,
F, Existing Utilities: Refer to pertinent provisions in
Section 02160 - Site Preparation,
G. Existing trees: Refer to provisions in Secion 02100.
1.04 SOILS TESTING AND INSPECTIONS
A. The Owner will engage soil testing and inspection service
for quality control testing during earthwork operations.
B, Perform earthwork under the direction and supervision of
the soils engineer; the recommendations of the soils
engineer take precedence over any information and/or
minimums specified herein.
1-05 SITE INFORMATION
A. Data on indicated subsurfaces conditions are not intendec as representations or warranties of accuracy or continuit between soil bearings, It is expressly understood that tl: Owner will riot be responsible for interpretations or
conclusions drawn therefrom by the Contractor; data are
made available for convenience of the Contractor.
B, Additional test borings and other exploratory operations
may be made by the Contractor at no cost to the Owner.
1.06 REGULATORY REQUIREMENTS
A. Perform earthwork in compliance with applicable requirements of agencies having jurisdiction. In additic to these documents, also comply with civil and/or structural engineering documents, and soils report as
directed by Owner,
Carlsbad Fire Earthwor
Station No, 5 02200 -
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1.04 DUST CONTROL
A. Throughout the entire construction period, effectively
control dust within the working area, unpaved roads, and
other involved portions of the site, by intermittent
watering and sprinkling of such a frequency as will satisfactory allay the dust. No chemical treatments will
be permitted.
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1.05 DEWATERING
A. Prevent surface water and subsurface or ground water from
flowing into excavations and from flooding project site
and surrounding area.
B. Do not allow water to accumulate in excavations. Remove
water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge
lines, and other dewatering system components necessary tc convey water away from excavations.
C. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain
water and water removed from excavations to collection or
run-off areas. Do not use trench excavations as temporary
drainage ditches.
PART 2 PRODUCTS
2.01 MATERIALS
A. Subsoil: Excavated material, graded free of lumps larger
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1 than 6 inches, rocks larger than 3 inches, and debris.
5/8 inch (16 mm); free of soil, subsoil, clay, shale, or
foreign matter.
B. Pea Gravel: Mineral aggregate graded 1/4 inch (6 mm) to 1
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PART 3 EXECUTION
3.01 PREPARATION
A. Identify required lines, levels, contours, and datum. Coordinate with Section 01039.
Carlsbad Fire Earthwork
3.02 MATERIAL STORAGE
A. Stockpile excavated materials determined by soils enginec to be suitable for backfill and/or fill material, where
directed until required for use. Place, grade, and shape
stockpile for proper drainage. Locate and retain soils
material away from edge of excavations. Do not store
within drip line of trees indicated to remain.
3.03 GRADE VERIFICATION
A. Verify drawing dimensions and existing grade elevations shown on the drawings with actual field conditions. Repoi to the Architect all conditions which prevent proper
execution of the work prior to construction.
finished grades using approved permanent bench marks and datum elevation and dimensions as shown on the Drawings.
Do not scale from the Drawings.
B. Accurately !Locate and record proposed construction and
3.04 LAYOUT OF THE WORK
A. Locate and set grade stakes for all walls, walks, paving,
curbs, headerboards, and for finished grading of all
planting areas including flow lines.
3.05 SITE GRADING
A. Perform grading operations to establish final surfaces
within one-tenth of a foot of the finished grades shown c
the Drawings. Where no finish grade or contours are showr
establish finish grade one inch below top of walks, curbs headers or paving,
B. Establish finish grade adjacent to building walls six
inches bel037 finish floor elevation (FFE). Slope grades
away from building at 1:48 minimum slope for at least
five feet from buildings.
C, Make finish grade smooth and uniform. Conform to the
finish grades and elevations shown on the Drawings with
allowance for the thickness of subsequent materials and
work to be placed on grade.
3.0 6 EXCAVATION
A. Unauthorized Excavation:
1. Unauthorized excavation consists of removal of
materials beyond indicated subgrade elevations or dimensions without specific direction. Unauthorized
excavation as well as remedial work as directed by th
soils engineer will be at the Contractor's expense.
Carlsbad Fire Earthwor
Station No. 5 02200 -
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2, Under footings, foundation bases or retaining walls, fill unauthorized excavation by extending indicated
bottom elevation of footing or base to excavation
bottom, without altering required top elevation. Do not place footing concrete on filled-in earth except compacted fill certified by the soils engineer,
required subgrades with excavated soil to 90% relatiw
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3. Elsewhere, replace and compact undercutting below
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B. Additional Excavation: If unsuitable bearing materials are encountered at required subgrade elevations, carry
excavations deeper and replace excavated materials as
directed by soils engineer.
C, Stability of Excavations: Slope sides of excavations to comply with local codes and ordinances. Provide shoring
and bracing where sloping is not possible because of spact
restrictions or stability of material excavated.
1, Conform to elevations and dimenions shown within a
tolerance of plus or minus 0.10 feet, and extend
excavation a sufficient distance from footings and
foundations to permit placing and removal of concrete
formwork, intallation of services, other construction
and for inspection.
2. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is
placed. Trim bottoms to required lines and grades to
leave a solid base to receive other work.
excavations by soils engineer before concrete is
placed. Comply with pertinent provisions of Section
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D, Excavation for Structures:
3. Obtain inspection and testing of foundation 1.
1 01 400.
E. Excavation for Pavements: Cut surface under pavements to comply with cross-sections, elevations and grades as
shown . 1
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1 02202.
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I Station No, 5 02200 - !
F, Excavation for Trenches: Excavate trenches to the uniform width required for the particular item to be installed, sufficiently wide to provide ample working room. Refer tc and comply with provisions in Section 02225 - Trenching.
G. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd measured by volume, Remove larger material under Section
Carlsbad Fire Ear thworl
3.07 FILL PLACEMENT AND COMPACTION
A. Place approved backfill and fill materials in layers not more than 8 inches in loose depth for material compacted
by heavy compaction equipment and not more than 4 inches
in loose depth for material compacted by hand-operated
tampers.
B. Before compaction, moisten or aerate each layer as
necessary to provide optimum moisture content.
C. Mechanically compact all material placed in fills to a relative compaction of not less than 90 percent of maximi
dry density as determined by ASTM D1557; the upper 3 feet to a relative compaction of not less than 95 percent of maximum dry density as determined by ASTM D1557.
performed.
D. Do not backfill trenches until all required tests are
E. Carefully backfill trenches in accordance with Section
02225 - Trenching.
3.08 FINISH GRADING
A. Upon completion of all cuts and fills to finish grades, harrow or rake all graded surfaces to a uniform surface and remove all rocks, rubble and other unsuitable materials one inch or greater in diameter from the site.
B. Do not work soil when the moisture content is so great
that excessive compaction will occur; nor when it is so dry that a dust will form in the air or that clods will
not break readily. Apply water if necessary to provide
ideal moisture content for tilling.
C. Finish grade! all lawn and planting areas to the elevation
indicated on1 the Drawings. Make grades not otherwise
indicated at. uniform levels of slope between points where
elevations a.re given. Make minor adjustments of finish
grades at the direction of the landscape architect, if
required. Make finish grade smooth, even and of uniform plane with no abrupt change of surface. Slope grades away from buildings to allow a natural runoff of water.
Direct surface drainage as indicated on the Drawings by remodeling surfaces to facilitate the natural run-off of
water. Grade low spots and pockets to drain properly. Finish grade with proper slope to drains. Grade and
maintain all flow lines to allow free flow of surface
water. Maintain flow lines after thorough settlement and
compaction of soil.
D.
Earthwor Carlsbad Fire
Station No. 5 02200 -
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3.09 CLEANING
A, Upon completion of earthwork operations, clean areas
within contract limits, and remove tools and equipment.
Provide a site clear, clean, free of debris, and suitble
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3.10 FIELD QUALITY CONTROL
A. Provide for visual inspection of bearing surfaces under
provisions of Section 01400.
END OF SECTION
1.
Carlsbad Fire Earthwor)
Station No, 5 02200 - '
SECTION 02202
ROCK REMOVAL
PART 1 GENERAL
1.01 WORK INCLUDIED
A. Removal of discovered rock during excavation.
B. Use of explosives to assist rock removal.
C. Stockpiling of boulders.
1 -02 RELATED WORK
A. Geotechnical Report: Bore hole locations and findings of
B. Section 014100 - Quality Control: Inspection of bearing
C. Section 02280 - Earthwork: Building excavation, site anc
soil and sulbsurface report.
surfaces.
finish grading.
D. Section 02225 - Trenching: Trenching for utilities.
1 -03 REFERENCES
A. NFPA 495 - Code for the Manufacture, Transportation,
Storage, and Use of Explosive Materials.
1 . 04 QUALITY ASSURANCE
A. Seismic Survey Firm: Company specializing in seismic
surveys with five years documented experience.
B. Explosives Firm: Company specializing in explosives for
disintegration of subsurface rock with five years documented experience.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for explosive disintegration (
B. Obtain permits from authorities having jurisdiction befoi
rock.
explosives are brought to site or drilling is started.
1.06 SHOP DRAWINGS
A. Submit shop drawings under provisions of Section 01300.
Carlsbad Fire Rock Removi
Station No. 5 02202 -
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B. Indicate proposed method of blasting, delay pattern,
explosive types, type of blasting mat or cover, and
intended rock recovery method. 1
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I. PART 2 PRODUCTS
2 . 01 MATERIALS
A. Rock (Definition): Solid mineral material with a volume ii
excess of 1/3 cu yd or solid material that cannot be removed with a 3/4 cu yd capacity power shovel without drilling or blasting.
B. Explosives: Type recommended by explosives firm following
seismic survey and required by authorities having
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C. Delay Devices: Type recommended by explosives firm.
D. Blasting Mat Materials: Type recommended by explosives
PART 3 EXECUTION
3 . 01 INSPECTION
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A. Verify site conditions and note irregularities affecting
B. Beginning work of this Section means acceptance of
work of this Section.
existing condition.
3.02 ROCK REMOVAL - MECHANICAL METHOD
1.
A. Excavate for and remove rock.by the mechanical method.
B. Cut away rock at excavation bottom to form level bearing.
C. Remove exfoliated layers to provide sound and unshattered
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base for footings.
D. In utility trenches, excavate to a minimum of 6 inches
below invert elevation of pipe and a minimum of 24 inches I wider than pipe diameter.
E. Remove excavated material from site.
F. Correct unauthorized rock removal in accordance with
backfilling and compaction requirements of Section 1 02223.
Carlsbad Fire Rock Remova
Station No. 5 02202 -
3.03 ROCK REMOVAL - EXPLOSIVES METHODS
A. If rock is uncovered requiring the explosives me
for rock disintegration, execute as follows.
B. Advise owners of adjacent buildings or structure:
writing prior to setting up seismographs. Descr
blasting and seismic operations.
C. Obtain a seismic survey prior to rock excavatior determine maximum charges that can be used at diffe locations in area of excavation without dama adjacent properties.
blasting operations. D. Provide seismographic monitoring during progress
E. Disintegrate rock and remove from excavation.
3.04 BOULDER REMOVAL, STOCKPILING, AND DISPOSAL
A. Stockpile boulders over 24-inches in diameter relocation on site under direction of lands architect as part of landscaping work. All ex boulders shall be removed and disposed off the sit the contractor. Payment for removal and disposa: boulders and rocks shall be included in the price for Item 4 of bid proposal and no additi compensation will be made.
3.05 FIELD QUALITY CONTROL
A. Provide for visual inspection of bearing surfaces
cavities formed by removed rock under provision2 Section 01400.
END OF SECTION
Carlsbad Fire Rock Eie
Station No. 5 0220
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SECTION 02223
BACKFILLING I
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IO PART 1 GENERAL
1.01 WORK INCLUDED
A. Building perimeter backfilling to subgrade elevations.
B. Site backfilling,
C. Fill under slabs-on-grade. I D. Compaction requirements.
1-02 RELATED WORK
A. Section 01400 - Quality Control: Compaction requirements
B. Section 02200 - Earthwork.
C. Section 02225 - Trenching: Excavation and backfilling of
of backfill.
1 trenches .
1 . 03 REFERENCES
A. ANSI/ASTM C136 - Sieve Analysis of Fine and Coarse
Aggregates,
B. ANSI/ASTM Dl556 - Density of Soil in Place by the Sand-
Cone Method.
I.
C. ANSI/ASTM Dl557 - Moisture-Density Relations of Soils and
Soil-Aggregate Mixture Using.10 lb (4.54 kg) Hammer and 1l
inch (457 nun) Drop.
D. Geotechnical Report; on file at office of Architect.
1.04 TESTS
I Section 01 400.
A. Tests and analysis of fill materials will be performed in accordance with ANSI/ASTM Dl557 and under provisions of
1 .OS SAMPLES
A. Submit samples under provisions of Section 01400.
B. Submit 10 lb sample of each type of fill to testing laboratory, in air-tight containers.
Carlsbad Fire Backf illin5
Station No. 5 02223 - '
PART 2 PRODUCTS
2.01 SELECT FILL MATERIALS
A. Type A - CalTrans Class I1 permeable material, free of shale, clay, friable materials and debris; graded in accordance with ANSI/ASTM C136 within the following
limits:
Sieve Sitze - Percent Passinq
2 inches (510 mm) 100
One inch (25 mm) 90 to 100
3/4 inch (19 mm) 90 to 100
3/8 inch (9 mm) 40 to 100 No. 4 25 to 40
No, 8 18 to 33
No, 30 5 to 15
No, 50 0 to 7 No. 200 0 to 3
B. Type B - Pea Gravel: Natural stone; washed, free of clay shale, organic matter; 1/4 inch minimum to 5/8 inch
maximum size; graded in accordance with ANSI/ASTM C136.
C, Type C - Sand: Natural river or bank sand; washed; free ( silt, clay, loam, friable or soluble materials, and organic matter; graded in accordance with ANSI/ASTM C136 within the iEollowing limits:
Sieve Size Percent Passing
No. 4 100
No. 14 10 to 100
No. 50 5 to 90 No. 100 4 to 30
No. 200 0
D. Type D - Blended Material: CalTrans Class I11 or as
specified by engineer.
E. Type F - Soil Cement: If required, to be specified by tht
soils engineer.
2.02 COMMON FILL MATERIALS
A. Subsoil: Reused or imported; free of gravel larger than : inch size, and debris.
2-03 ACCESSORIES
A. Geotextile Fabric: If required, to be specified by
engineer.
Carlsbad Fire Backf illin
Station No. 5 02223 -
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PART 3 EXECUTION
3.01 INSPECTION
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A. Verify stockpiled fill to be reused is approved.
B. Verify foundation perimeter drainage installation has beel
C. Verify foundation or basement walls are braced to support
D.
surcharge forces imposed by backfilling operations.
Verify areas to be backfille8 are free of debris, snow, ice, or water, and ground surfaces are not frozen.
E, Verify underground tanks are anchored to their own
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foundation to avoid floatation after backfilling.
3 . 02 PREPARATION
A. When necessary, compact subgrade surfaces to density
B. Cut out soft or saturated areas of subgrade not readily
capable of in-site compaction. Backfill with Type D material and compact to density equal to requirements for
subsequent backfill material.
requirements for backfill material.
3-03 BACKFILLING
A. Backfill areas to contours and elevations. Use unfrozen
materials.
B. Backfill systematically, as early as possible, to allow
maximum time for natural settlement. Do not backfill over
porous, wet, or spongy subgrade surfaces. E C. Place geotextile fabric as specified by engineer.
D. Place and compact select fill materials in continuous layers not exceeding 6 inches loose depth.
E. Place and compact common fill material in continuous layers not exceeding 8 inches loose depth.
F. Employ a placement method so not to disturb or damage utilities in trenches.
G. Maintain optimum moisture content of backfill materials to attain required compaction density.
backfill simultaneously on each side of unsupported
foundation walls until supports are in place.
H. Backfill against supported foundation walls. If required,
1. e
Carlsbad Fire Backfilling 1 Station No. 5 02223 - 3
I. Slope grade away from building minimum 2 inches in 10
feet, unless noted otherwise.
J. Make changes in grade gradual. Blend slopes into level
areas.
K. Remove surplus backfill materials from site.
L. Leave stockpile areas completely free of excess fill materials.
3 . 04 TOLERANCES I.
A. Top Surface of Backfilling: Plus or minus one inch.
3.05 FIELD QUALITY CONTROL
A. Compaction testing will be performed in accordance with ASTM 01556, 2922 or 2937, and under provisions of Sectio
01 400.
B. If tests indicate work does not meet specified
requirements, remove work, replace and retest at no cost
to Owner.
3.06 SCHEDULE OF LOCATIONS
A. Interior Crawl Spaces: Subsoil fill, compacted to 90 percent; with cover of Type C fill, 4 inches thick,
compacted to 95 percent.
B. Interior Slab-On-Grade: Competent formational material 0: subsoil fill, compacted to 90 percent; with cover of Typc
C fill, 4 inches thick, compacted to 95 percent.
C. Exterior Side of Foundation Walls and Retaining Walls Ovi
Granular Filter Material and Foundation Perimeter
Drainage: Subsoil Type A fill, to subgrade elevation, eac lift compacted to 90 percent.
D. Underground Tanks: Initial fill of Type C, compacted to !
percent; remaining fill of subsoil, to subgrade elevatioi
compacted to 95 percent.
E. Fill Under Grassed Areas: Subsoil fill, to below finish grade, compacted to 95 percent.
F. Fill Under Landscaped Areas: Subsoil fill, to below fini:
G. Fill for French Drains: Type A fill, to 12 inches below
grade, compacted to 95 percent.
finish grade, compacted to 95 percent.
Carlsbad Fire Backf illir
Station No. 5 02223 -
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H. Fill Under Asphalt Paving: CalTrans Class I1 aggregate
base below finish paving elevation, compacted to 95
percent.
I. Planter Boxes: Type A fill, to height of 24 inches,
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END OF SECTION
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Carlsbad Fire Backf illin!
Station No. 5 02223 - !
SECTION 02225
TRENCHING
PART 1 GENERAL
1.01 WORK INCLUDIED
A. Excavate trenches for utilities to municipal utilities.
B. Compacted bed and compacted fill over utilities to subgrade elevations.
C. Compaction requirements.
1.02 RELATED WORK
A. Section 01480- Quality Control: Compaction requirements 1
backfill.
B. Section 022’18 - Landscape Grading: Topsoil cover of
backfilled ’trenches .
C. Section 02222 - Excavation: General building excavation.
D. Section 02223 - Backfilling: General backfilling..
E. Section 15400 - Plumbing: Sewer piping from building
F. Section 15400 - Plumbing: Water, Gaspiping from building
to municipa:L sewer.
to municipa:L utilities.
1 .03 REFERENCES
A. ANSI/ASTM C1136 - Sieve Analysis of Fine and Coarse
Aggregates.
ANSI/ASTM Dl1556 - Density of Soil in Place by Sand-Cone
Method.
ANSI/ASTM Dl1557 - Moisture-Density Relations of Soils anc Soil-Aggregate Mixture Using 10 lb (4.54 kg) Hammer and ’ inch (457 mi) Drop.
B.
C.
D. Geotechnical. Report: On file at office of Architect.
1.04 TESTS
A. Tests and analysis of fill materials will be performed ir accordance with ANSI/ASTM Dl557 and under provisions of Section 01 400.
Carlsbad Fire Trenchir
Station No. 5 02225 -
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1.05 SAMPLES
A. Submit samples under provisions of Section 01400.
B. Submit 10 lb sample of each type of fill to testing
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I. laboratory, in air-tight containers.
1.06 PROTECTION
A. Protect excavations by shoring, bracing, sheet piling,
underpinning, or other methods required to prevent cave-ii or loose soil from falling into excavation.
B. Underpin adjacent structures which may be damaged by
excavation work, including service utilities and pipe
chases.
Notify ArchitectJEngineer of unexpected subsurface conditions and discontinue work in affected area until notification to resume work.
C.
D. Protect bottom of excavations and soil adjacent to and
E. Grade excavation top perimeter to prevent surface water
beneath foundations from frost.
I run-off into excavation.
1 PART 2 PRODUCTS
2.01 SELECT BED AND FILL MATERIALS
A. Type A - CalTrans Class I1 permeable material, free of shale, clay, friable materials and debris; graded in accordance with ANSI/ASTM C136 within the following
I.
1 limits :
Sieve Size Percent Passinq
2 inches (50 mm) 100 One inch (25 mm) 90 to 100
3/4 inch (19 mm) 90 to 100
3/8 inch (9 mm) 40 to 100 No. 4 25 to 40
No. 8 18 to 33
No. 30 5 to 15
No. 50 0 to 7 No. 200 0 to 3
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B. Type B - Pea Gravel: Natural stone; washed, free of clay, shale, organic matter; 1/4 inch minimum to 5/8 inch maximum size; graded in accordance with ANSI/ASTM C136. 1
Carlsbad Fire Trenchin
Station No. 5 02225 -
C. Type C - Sand: Natural river or bank sand; washed, free
silt, clay, loam, friable or soluble materials, and organic matter; graded in accordance with ANSI/ASTM C136 within the following limits:
Sieve Size Percent Passing
No. 4 100
No. 14 10 to 100
No. 50 5 to 90
No. 100 4 to 30
No. 200 0
D. Type D - Blended Material: CalTrans Class I11 or as specified by engineer.
E. Type F - Soil Cement: If required, to be specified by tht
soils engineer .
2.02 COMMON FILL MATERIALS
A. Subsoil: Reused or imported; free of gravel larger than : inch. size, and debris.
2.03 ACCESSORIES
A. Geotextile Fabric: If required, to be specified by
engineer .
PART 3 EXECUTION
3.01 INSPECTION
A. Verify stockpiled fill to be reused is approved.
B. Verify foundation perimeter drainage installation has bee
inspected.
C. Verify areas to be backfilled are free of debris, snow, ice, or water, and surfaces are not frozen.
3.02 PREPARATION
A. Identify required lines, levels, contours, and datum.
B. When necessary, compact subgrade surfaces to density
Coordinate with Section 01039.
requirements for backfill material.
3.03 EXCAVATION
A. Excavate subsoil required for storm sewer, sanitary sewer water, and gas piping to municipal utilities.
Carlsbad Fire Trenchin(
Station No. 5 02225 -
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B. Cut trenches sufficiently wide to enable installation of
utilities and allow inspection. I
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C. Hand trim excavation and leave free of loose matter. 1. Hand trim for bell and spigot pipe joints.
cu yd, measured by volume. Remove larger material under
Section 02202.
D. Remove lumped subsoil, boulders, and rock up to 1/3
E. Excavation shall not interfere with normal 45 degree bearing splay of foundations.
F. Correct unauthorized excavation at no cost to Owner.
G. Fill over-excavated areas under pipe bearing surfaces in
H. If required, stockpile excavated material in area
accordance with direction by Architect/Engineer.
designated on site and remove excess subsoil not being reused, from site.
3.04 BACKFILLING
A. Support pipe and any conduit during placement and.
compaction of bedding fill.
B. Backfill trenches to contours and elevations. Backfill systematically, as early as possible, to allow maximum time for natural settlement. Do not backfill over porous
wet, or spongy subgrade surfaces.
C. Place geotextile fabric to provide separation between backfill material and saturated compressible soils if
complete removal cannot be accomplished.
Place and compact select fill materials in continuous
layers not exceeding 6 inches loose depth.
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E. Place and compact common fill material in continuous
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layers not exceeding 8 inches loose depth.
foundation perimeter drainage and/or foundation F. Employ a placement method so not to disturb or damage 1 dampproofing.
G. Maintain optimum moisture content of backfill materials tc
attain required compaction density.
H. Remove surplus backfill materials from site.
I. Leave stockpile areas completely free of excess fill materials.
Carlsbad Fire Trenchin I Station No. 5 02225 -
3.05 TOLERANCES
A. Top Surface of Backfilling: Plus or minus one inch.
3.06 FIELD QUALITY CONTROL
A. Compaction testing will be performed in accordance with
ASTN Dl556 and under provisions of Section 01400.
END OF SECTION
Carlsbad Fire Trenchin
Station No. 5 02225 -
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SECTION 02441
LANDSCAPE IRRIGATION SYSTEM 1
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I. PART 1 GENERAL
1.01 SUMMARY
A. Related Sections: 1. Section 02480 - Landscape Planting.
B. Explanation of Drawings:
1. Due to the scale of the Drawings, it is not possible
to indicate all offsets, fittings, sleeves, and other
components wh.ich may be required. Carefully investigate the structural and finished conditions affecting the work and plan work accordingly. Furnish such fittings and components as may be required to meet such conditions.
2, Drawings are generally diagrammatic and indicative of the work to be installed. Install the work in such a manner as to avoid conflicts between irrigation
systems, planting, and architectural features.
Equipment shown in paved areas is for design
clarification only. Install such equipment within
planted areas wherever possible. 3, Do not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that uknown obstructions, grade differences, or
discrepancies: in area dimensions exist which might not
have been considered in engineering.
1.02 SUBMITTALS
I.
A. Project Record Documents: Provide the Owner with a
reproducible set of Record Drawings at project completion according to provisions of Section 01700.
1.03 PRODUCT DELIVERY,, STORAGE AND HANDLING
A. Comply with pert;-nent provisions of Section 01600.
B. Use all means necessary to protect irrigation system materials before, during, and after installation, and to protect the installed work and materials of other trades. I
C. In the event of damage, immediately make all repairs and
replacements necessary to the satisfaction of the Architect and at no additional cost to the Owner.
Carlsbad Fire Landscape Irrigation Systei I Station No, 5 02441 - '
PART 2 PRODUCTS
2-01 PIPING AND FITTINGS - MINIMUM REQUIREMENTS
A. Asbestos Cement: Class 150, AWWA C400,
B. Cast-Iron Fitting for ACP: ANSI 21,lO and AWWA C110.
C. Galvanized Steel: Schedule 40, galvanized mild steel screwed pipe.
D. Galvanized Malleable Iron Fittings: ANSI B-16.3
E. Hard Drawn Copper Type K: ANSI H-26.1 and ASTM B88.
F, Wrought Copper or Bronze Solder Fittings: ANSI B-16.22. Solder 50/501 tin/lead,
G. PVC Constant Pressure Main Line Piping 2 Inches and Larger: Rublber-ring joint, PVC Class 160; or solvent we1
joint, PVC Class 315.
Smaller: Solvent weld joint, PVC Schedule 40.
H. PVC Constant Pressure Main Line Piping 1-1/2 inches and
I, PVC Intermittent Pressure Lateral Line Piping: Solvent
weld joint, PVC Class 200, Schedule 40 where indicated.
J. PVC Fittings: PVC Schedule 40 solvent weld and factory manufactured, or Schedule 40 with rubber-ring joint.
2.02 PVC PIPING
A, Install PVC plastic pipe and fittings below grade,
B, PVC Pipe: NSF-approved Type I, Grade I compound
conforming to ASTM D1784.
C. PVC Schedule 40 and Schedule 80 Pipe: ASTM Dl785 and ASTM
D2466.
D. PVC Class 160, Class 200, and Class 315 Solvent-Weld and Ring-Tite Pipe: ASTM D2241,
E, PVC Solvent Cement: ASTM D2564.
F. UVR-PVC "Brownline" Pipe: Where called for, on-grade pip( will be UVR-PVC pipe anchored at IO-foot intervals. Install per imanufacturer's recommendations.
2.03 GATE VALVES AND VALVE BOXES
A, Use gate valves of the same size as the pipe lines in which. they are installed.
Carlsbad Fire Landscape Irrigation Systen
Station No. 5 02441 - ;
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B. For Sizes 2 Inches and Smaller: 150-pound saturated stean
rated; brass body - ASTM B62; screwed joints; non-rising stem; screwed bonnet; solid disc; malleable iron "tee" handle or handwheel.
C. For Sizes 2-1/2 Inches and Larger: 200-pound O.W.G.; iron
body - ASTM A126 Class B; flanged joints; non-rising stem;
bolted bonnet; double disc type; equipped with square
D, Provide two operating keys for valves buried 18 inches or
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concrete sleeve with cast iron lid in paved areas. Plastic with bolt down lid in planted areas. Mark all boxes
"PRV", "RVC", or "GV" respectively, with station numbers
for control valves stenciled in white on the valve cover.
E. Valve Boxes: Lock lid type, adjustable 8-inch I.D.
2.04 BACKFLOW PREVENTION
A. Use type as indicated on the Drawings,
B. All piping between point of connection and backflow prevention unit to be of material as required by local
code and/or the County Health Department. I
2.05 CHECK VALVES
A. Anti-Drain Valves: Constructed of heavy-duty virgin PVC or brass with F.I.P. thread inlet and outlet, with stainless steel and neoprene internal parts; field
adjustable against drainout from 5 to 40 feet of head.
Anti-drain valve will have, where indicated on the plans, an excess flow feature which will automatically stop the flow of water when it exceeds the gpm preset by the manufacturer. The anti-drain.valve will automatically reset itself when the water pressure is relieved. The
anti-drain and excess flow valves are to be similar to the Valcon ADV-XS, Rainbird SM-1, or approved equal,
1.
2.06 CONTROL WIRING
A, Use direct burial copper wire AWG-UF 600-volt for
connections between the automtic controller and the electric control valves. Use no wire size less than #14.
Use black color wire for pilot, white for common.
qua 1 i ty .
lateral lines wherever possible.
B. 120-volt wire will be per local code as to type and
C. Install wiring along the same route as pressure supply or
Carlsbad Fire Landscape Irrigation System
Station No, 5 02441 - 3
D. Where more than one wire is placed in a trench, tape
E. Provide an expansion curl within 3 feet of each wire
wiring together at 1 0-f oot intervals.
connection.
Make splices with Scotch-Lok #3577 Connector Sealing Pad
or Pen-Tite wire connectors. Use one splice per connect01
sealing pack. Field splices are not permitted.
F.
2 . 07 SPRINKLER HEADS
A. Use sprinkler heads of the same size, type, and same rat€ of precipitation with the diameter (or radius) of throw,
pressure, arid discharge as shown on the Drawings.
manufacturer.
B, All sprinkler heads of the same type are to be by the san
C. Install in the riser nipple of each impact sprinkler one line sized VAL CON #ADV Anti-Drain Valve.
2.08 WATER SUPPLY
A. System design is based on minimum operating pressure sho~
at each point of connection. Verify all pressures on sit
prior to construction.
2 . 09 ELECTRICAL SUPPLY
A. 120-volt electrical power outlet for automatic controller
will be provided by others. Make required electrical
connection of automatic controller to outlet.
PART 3 EXECUTION
3 . 01 INSTALLATIONI
A. Prior to all Work of this Section, carefully inspect the installed wclrk of all other trades and verify that all
such work is complete to the point where this installatio
may properly commence.
Verify that the irrigation system will be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations.
B.
C. Verify all conditions including property line, rights of
way, tract boundaries, easements, and any other legal or physical element as required for the successful completio
of the project.
Carlsbad Fire Landscape Irrigation Syste
Station No. 5 02441 -
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D. Trenching:
1. Provide a minimum of 18 inches cover for all pressure
2, Provide a minimum of 12 inches cover for all inter-
3. Provide a minimum of 18 inches cover for all control
4. Do not backfill trenches until all required tests are
5. Carefully backfill trenches with approved material.
supply lines.
mittent pressure lateral lines,
wiring.
performed.
Unsuitable material, including clods and rocks over 2-
1/2 inches in size will be removed from the premises
and disposed of legally, at no cost to the Owner.
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E. Trenching and Backfilling Under Paving:
installed prior to paving.
Drawings, install wire sleeves of sufficient size
under all paved areas prior to paving,
3. Backfill trenches with 6 inches of sand below pipe and 3 inches above pipe and compact in layers to 95 percent relat.ive compaction.
work,
installed by jacking, boring, or hydraulic driving,
except that no hydraulic driving will be permitted under asphaltic concrete paving,
necessary, secure permission of the Owner before
cutting or breaking the pavement and then make all
necessary repairs and replacements to the approval of the Owner and at no additional cost to the Owner.
1. All pipe under paved areas is to be PVC Schedule 40
2. In addition t.o control wire sleeves shown on the
4. Pressure test. all piping under paving prior to paving
5. Piping required under existing pavement will be
6. Where cutting or breaking of existing pavement is I.
F. Electrical Control Valves:
1. Install valves as shown on detail drawings. When
grouped together, allow at least 12 inches between
valves, minimum 6 inches from any walk or structure,
boxes install-ed near walks, curbs, headerboards or
paved areas will abut and be set flush with the tops of these surfaces.
3. Set quick coupling valves approximately 12 inches fron walks, curbs,, headerboards, or paved areas, where
2. Install each valve in a separate valve box. Valve
I applicable.
1 sprinkler heads,
G. Flush the irrigation system prior to installation of
H. Install sprinkler heads as designated on the Drawings. Do
not exceed maximum spacing of heads indicated on Drawings and in no case exceed the maximum recommended by the manufacturer,
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Station No. 5 02441 - t
3 , 02 FIELD QUALITY CONTROL
A, Flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways and buildings as much as possible. Select best degree of arc to fit existing site conditions.
B, Set all spri.nkler heads perpendicular to finished grade
C, Testing of Irrigation System:
unless otherwise designated on the Drawings.
1. Before testing, fill the line with water for a period
2, Perform a coverage test in the presence of the of at least 24 hours,
landscape architect to determine if the water covera5 for planting areas is complete and adequate. Perform this test before any ground cover is planted. 3. Test all pressure lines under hydrostatic pressure of
150 psi, and prove watertight, Sustain pressure in lines for not less than 2 hours, If leaks develop, replace joints and repeat test until entire system is proven watertight.
hydrostatic pressure of 150 psi, and prove watertight
prior to paving,
presence of the landscape architect or other duly
authorized representative of the Owner. Do not place backfill until tests have been approved.
equipment.
entire system to meet site requirements.
4. Pressure test all piping under paved areas under
5. All hydrostatic tests are to be made only in the
6. Furnish necessary force pump and all other test
7. Upon completion of each phase of work, test and adjus
D. The entire sprinkler irrigation system is to be under ful
automatic operation for a period of 7 days prior to
planting. The landscape architect reserves the right to
waive or shorten the operation period.
END OF SECTION
Carlsbad Fire Landscape Irrigation Systen
Station No, 5 02441 - t
1 SECTION 02480
LANDSCAPE PLANTING
PART 1 GENERAL
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1 1.01 SUMMARY
A. Provide landscape planting where shown on the Drawings, as
specified herein.
B. Related Sections: 1. Section 02441 - Landscape Irrigation System.
2. Section 02499 - Plant Establishment and Maintenance.
1.02 QUALITY ASSURANCE
A. Soil Suitability and Fertility Analyses: 1. In addition to these documents, comply with the
recommendations of the "Geotechnical Investigation, Carlsbad Safety Center, Phase 111, Carlsbad,
California", as prepared by Testing Engineers-San
Diego, dated February 17, 1987, and on file at the office of the Architect. Obtain an agronometric soil test after rough grading has been completed. Soil test will be made by Soil and Plant Laboratory, Santa Ana, CA (714) 558-8333 at the
Owner's expense. Send a copy of the soils report and
recommendations to the landscape architect. The report is to include specific recommendations for: a. Soil amendment, fertilizer, and chemical
2.
conditioner application rates for soil preparation.
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b. Plant pit backfill mix.
c, Auger hole requirements (where applicable).
d. Post-planting maintenance fertilization.
results will take precedence over any minimum application rates specified herein.
3. The geotechnical report and the agronometric soil test
B. Qualifications:
1. Furnish plant materials which are certified by State or Federal Department of Agriculture to be free from
hazardous insects or apparent disease.
architect at the growing site, and tagged or otherwise
approved for delivery. Inspection at the growing site
does not preclude right of rejection at the construc-
tion site.
2. Furnish plant materials inspected by the landscape
1.03 SUBMITTALS
A. Comply with provisions of Section 01300.
Carlsbad Fire Landscape Planting
Station No. 5 02480 - 1
B. Submit delivery slips for materials to the Owner to verif
specified quantities of soil amendments, fertilizers, mulch and any other bulk deliveries.
c. Seed Mixture: Furnish the dealer's guaranteed statement of composition, mixture, purity and germination.
1-04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Comply with provisions of Section 01600,
B. Deliver fertilizer to the site in original unopened containers bearing the manufacturer's guaranteed chemical
analysis, name, trademark, and conformance to State law,
labels.
C, Deliver plant materials with legible identification
D, Protect plant material during delivery and while on site in order to prevent damage to root ball or desiccation of
leaves.
Maintain and protect all plant material not to be planted
within 4 hours of delivery,
immediately .
1.05 PROJECT CONDITIONS
E.
F. Remove unacceptable plant material from job site .
A. Perform actual planting only when weather and soil
conditions are suitable in accordance with locally
accepted practice.
1-06 GUARANTEE
A. Guarantee boxed and field-grown trees to "live and grow'' in an "acceptable, upright position" for a period of one
year after completion of the specified maintenance period
and final acceptance. The terms "live and grow'' and "acceptable, upright position" mean that the tree must,
during the guarantee period, sustain a healthy, vigorous appearance. If the tree, during the guarantee period, does not sustain this appearance, remove and replace it with a tree equal to the original Specifications. Replace or repair any damage to contiguous planting, structures,
lighting, or irrigation systems during replacement
operations.
B. Guarantee all cuttings, sod and container plant material up to and including 15-gallon sizes as to growth and health for a period of 90 days after completion of the specified maintenance period and final acceptance,
Carlsbad Fire Landscape Plantin!
Station No. 5 02480 - :
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C. Remove and replace all guaranteed plant materials which
for any reason fail to meet the requirements of the
guarantee, within 15 days of written notification by the
Owner. Replace with plant materials originally specified
and provide the original guarantee,
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I 1.07 PLANT ESTABLISHMENT PERIOD
A. A minimum of 30 calendar days will be completed before the
landscape architect will recommend acceptance by the
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PART 2 PRODUCTS
2.01 PLANT MATERIAL SUBSTITUTIONS
A. Comply with pertinent provisions of Section 01600. Substitute plant material for the specified plant material will not be permitted unless specifically approved in writing by the landscape architect.
2.02 TOPSOIL
A. Use natural friable soil of the region, free from lumps, clay, toxic substances, sticks, debris, vegetation, stones over one inch in minimum dimension, and containing no decomposed stone, salts, alkali, herbicides, or noxious
weeds .
B. Silt plus clay content is not to exceed 15 percent by weight . 1.
C. Boron content not. to exceed one ppm as measured by the
saturation extract.
D. Sodium absorption ratio (SAR) is not to exceed 6 and the
electrical conductivity of the saturation extract is not
to exceed 3.0 mil.limhos per centimeter at 25 degrees C.
E. Import Topsoil: Furnish and install per recommendations
of the soils report. I 2.03 ORGANIC AMENDMENT
A. Nitrogen Stablized:
1. 0.4 to 0.6 percent N based on dry weight for redwood
2, 0.56 to 0.84 percent N based on dry weight for fir or
3. 0.8 to 1.2 percent N based on dry weight for fir or
sawdust .
cedar sawdust.
pine bark.
Carlsbad Fire Landscape Plantin:
Station No. 5 02480 - z
B. Particle Size: 1. 95 - 100 percent passing 6.35 mm (1/4 inch) standard
2. 80 - 100 percent passing 2.38 mm (No. 8, 8 mesh)
3. 0 - 30 percent passing 500 micron (No. 35, 32 mesh)
sieve.
standard sieve.
standard sieve.
C, Soluble Salts: Maximum 3.5 millimhos per centimeter at 2
degrees C as determined by the saturation extract method.
2.04 ORGANIC SOILD CONDITIONER WITH FERTILIZER
A, Use "Gro-Power-Plus" as manufactured by Southern California Organic Fertilizer Co. (213) 245-6849.
2.05 COMMERCIAL FERTLIZER
A. Use commercial fertilizer, uniform in composition, free-
flowing, conforming to State and Federal laws, and suitable for application with equipment designed for that purpose. 12-1 2-1 2 unless noted otherwise,
13. Where indicated, use Agriforin Plant Tabs 20-10-5 21-gram tablets at t'he rate prescribed in the manufacturer's
written specifications.
2.06 PLANT MATERIAL
A. Use plants of the variety and size as indicated on the
Drawings,
Tag one each of each bundle or lot with the plant name in
accordance with the recommendations of the American
Association of Nurserymen.
B.
C. Use plants that have a habit of growth that is normal to
the species, are sound, healthy, vigorous and free from
insect pests,, plant diseases, sun scalds, fresh abrasions of the bark, excessive abrasions, and other objectional
disfigurements,
hardened off ,,
Use plants which have normally well-developed branch
systems and vigorous, fibrous root systems which are not
root nor pot--bound.
2.07 TREE STAKES (Refer to the Drawings for appropriate type
Tree trunks to be sturdy and well
D,
per condition)
A, Copper Naphthanate Green Color Impregnated Lodge Pole Pine
1, 10 feet long €or 5-gallon and 15-gallon.
2. 12 feet 1.ong for 24-inch box and larger.
Carlsbad Fire Landscape Planting
Station No. 5 02480 - 4
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B, Steel Pipe Stakes: 2 inches (2-3/8 inch O.D.) Schedule 40
galvanized steel pipe; 10'-6" long with cap. Paint flat
black.
C. Tree ties:
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1. Single Stake: "Cinch-Tie" as manufactured by VIT Co.
2, Double Stake: "Twist-Brace*' as manufactured by VIT Co. I 2-08 VINE TIES
A. Clear plastic disc with eye to receive green plastic
covered vine ties. Secure disc to surface with approved
adhesive.
2 . 09 HERBICIDES
A. Pre-emergent and/or contact herbicides to be provided and
applied only as per the recommendations of a licensed pest 1 control agent,
2. IO GRAVEL SUMPS
A. 3/4 to 1-inch diameter sharp crushed rock gravel,
2.11 HYDRAULIC SEEDING MATERIALS
A, Fiber: Cellulose fiber; Conwed Hydro Mulch or Silva
Fiber ,
B, Fertilizer: 8-3-2 + 3 percent Fe or Gro-Power Plus,
C. Organic Soil Stabilant: Ecology Controls M-Binder.
2-12 SOIL PREPARATION MIX
I.
A. For all turf and ground cover areas (excluding slopes over
3:l). Mixture is per 1,000 square feet.
1, 6 cubic yards nitrogen stabilized organic amendment.
2, 15 lbs 12-12-12 commercial fertilzer.
3, 200 lbs agricultural gypsum,
2-13 BACKFILL SOIL MIX.
A. Topsoil: (Use import soil when required by soils report). 6 parts by volume,
B. Organic Amendment: 4 parts by volume,
C. Agriform Fertilizer Tablets: 1, Per each 15-giallon plant - 4 tablets.
2, Per each 5-gallon plant - 3 tablets.
3, Per each 1-giallon plant - 1 tablet.
4. Box Trees - 1 tablet per 1/2 inch trunk
caliper,
Carlsbad Fire Landscape Plantin2
Station No. 5 02480 - E
PART 3 EXECUTION
3 . 01 PREPARATION
A. Verify that final grades have been established prior to
beginning planting operations.
B. Do not work soil when moisture content is so great that
excessive compaction will occur, nor when it is so dry
that dust forms in the air or that clods do not break readily. Apply water as required to provide ideal moisture for: filling and planting.
C. Remove and dispose of weeds and buried debris found upon any excavation to any convenient legal dump or offsite
location at no expense to Owner.
D. Make all soil areas smooth and even with finish grades or
inch below the surface of walks, paved areas and curbs, and slighly less than flush with catch basins, manholes, cleanouts, valve boxes, and similar features.
E. Cultivate al.1 areas to be planted (except slopes greater
than 1:3) to a depth of at least 6 inches so that the soi
is loose and friable. For the top 2 inches of soil in a1
cultivated ares, remove all stones, roots and other deleterious matter which might be a hindrance to planting
and maintenatnce.
F. For planting areas, uniformly broadcast and thoroughly
incorporate to a depth of 4 inches soil amendments by
means of a rototiller or acceptable equal.
3.02 PLANTING
A. Do not commence planting until all construction work,
grading, soil improvements, and irrigation systems
installation have been completed.
B. When plant material is spaced in rows, verify the total dimension and space the plants equally within the
designated a.rea. Where plant material is shown in a
random pattern, space the material as shown on the
Drawings andl as directed by the landscape architect. Spac ground cover. planting as indicated in a random pattern an not in straight rows.
C. Excavate plant pits as indicated on the Drawings.
D. Provide gravel-filled auger-drilled drainage sumps for a1 tree pits as indicated on the Drawings. See plan details
for number and size.
Carlsbad Fire Landscape Plantin
Station No. 5 02480 -
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E. Set plants in plant pits so they bear the same relation to
soil level once planted as they previously did when in
container. Center plant in the pit. I
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F. Backfill plant pit with specified mix, Backfill pit with soil mix to half its depth and water thoroughly. Backfill
the remainder of the pit with soil mix. Firm down, eliminating air pockets. Do not pack, Form a shallow
basin around the plant to hold enough water to saturate the root ball and backfill, Water plants immediately after planting,
G. Fill all planters with backfill soil mix to within 2 inches of the top.
H. Immediately after planting operations are complete, dress
all beds and pits so as to achieve a neat and presentable
appearance.
3.03 STAKING OF TREES
A. Single Stake:
1. Stake trees designated to be staked as per detail,
2. Set trees in plant pit, drive one tree stake 30 inches
with the stake on the windward side of the tree.
to firm soil next to root ball, and backfill pit with prepared soil mix.
3. Secure tree to stake with two "Cinch-Ties" per the I manufacturer's recommendations,
R. Double Stake:
1. Set trees in plant pit, drive one lodge pole tree
stake to firm soil next to the root ball on each side, and backfill pit with prepared soil mix. 2. Secure tree to stakes with "Twist-Brace" per the
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3.04 PLANTING ROOTED CUTTINGS
A, Allow all plant materials specified as flat stock on
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planting plans to remain in the flats or liners until time
for transplanting. Provide sufficient moisture to flat soil so that the soil does not fall apart when transplanting plant from the flat. Plant each plant with its proportionate amount of flat soil in a manner that will insure a minimum disturbance to the root system.
Topdress all rooted cuttings-planted areas with mulch 1/2 B, I inch thick.
3.05 SEEDING
A. Prior to sowing seed, make the surface of the area to be seeded sufficiently loose and friable to recieve the seed.
Carlsbad Fire Landscape Planting
Station No. 5 02480 - 7
i3. sow seed evenly. Exercise care to keep the seed mixture uniform, avoiding uneven distribution. Apply at a rate specified on the Drawings ,
C. After sowing seed and applying mulch, apply water in a manner which keeps areas noist, but not glistening wet, until time for final inspection,
D. Where depressions have developed, fill with accepted topsoil, lightly compact, and bring up to finish grade.
Reseed filled areas.
E. If any seeded areas are planted prior to the planting of trees and other container material, the Contractor will b
responsible for any damage to the seeded area caused by his operations and will repair any damage at his expense,
3.06 PRUNING
A. Prune plants only at the time of planting and according t
standard horticultural practice to preserve the natural character of the plant. Pruning is to be done under the supervision of the landscape architect. Remove all dead wood, suckers and broken or badly bruised branches. Trees
which have damaged or crooked leaders, or multiple leaders, unless specified, will be rejected. Use only
clean, sharp tools. Paint cuts over 3/4-inch in diameter
covering exposed area wit'n tree paint.
END OF SECTION
Carlsbad Fire Landscape Plantin( Station No. 5 02480 - I
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SECTION 02499
PLANT ESTABLISHMENT AND MAINTENANCE 1
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I* PART 1 GENERAL
1-01 SUMMARY
A. Related Sections: Section 02480 - Landscape Planting.
PART 2 PRODUCTS
(Not used.)
PART 3 EXECUTION
3.01 PLANT ESTABLISHMENT
A. Plant Establishment Period: Minimum period of 30 calendar days, which must be completed before the landscape architect will recommend acceptance of the construction contract by the Owner.
B. The plant establishment period will be extegded beyond the
specified period when plantings have not reached establishment in in accordance with the Specifications. Any decisions regarding adequacy of plant establishment will be determined by the landscape architect.
C. Prior to completion of the establishment period, ground covers and turf grasses will consist of a uniforin cover
where a minimum of 80 percent of the seed germination percentage certified by the seed supplier has germinated
and presents a healthy, vigorous color, and exhibits growth to a mininum of one inch in height.
I.
D, Ground covers planted from flats, and rooted cuttings, will not exhibit die-back at the completion of the
establishment period,
E, Trees and shrubs, at the completion of the establishment period, will not show evidence of die-back.
F, Any seeded area which has not developed acceptably in the judgement of the landcape architect will be reseeded by the Contractor. No compensation will be made for reseeding areas where seed has not germinated and grown.
G. Shrubs and trees which are dead or show evidence of die-
back will be replaced by the Contractor with new, vigorous and healthy plants.
Carlsbad Fire Plant Establishment and Maintenance 1 Station No. 5 02499 - 1
3 . 02 MAINTENANCE
A. Contractual Maintenance Period: 90 calendar days from
date of acceptance of the Construction Contract by the Owner ,
B. During the specified maintenance period, the project will
be made available €or the Owner's use. The Contractor wil
conduct his maintenance operations in such a manner as to
minimize inconvenience to the Owner,
C, It is the intent of this Section to provide a level of maintenance that will present a pleasing and desirable appearance at all times.
D. Turf Maintenance:
1, Mow all turf areas weekly or as needed to maintain th
height specified. Neatly edge borders. Trim turf around sprinkler heads as needed to provide maxirrium water coverage. Remove all cuttings.
2. Mow turf to a minimum height of 1-3/4 inches (October
through May) , and 2-1 /4 inches (June through
September). 3. Irrigate turf as necessary to maintain a proper growt rate and optimum appearance. 4. Maintain turf areas in a weed-free condition. Initiat
chemical control of broadleaf weeds as required to
maintain "weed free" turf condition.
per 1,000 square foot on a monthly basis beginning approximately 30 days after planting.
5. Fertilization: Apply Gro-Power at the rate of 25 lbs
E. Slope Maintenance: Maintain ground cover and slope
plantings as follows. 1. Irrigate as required to maintain a reasonable
2. Fertilize with Gro-Power at 25 lbs per 1,000 square
3. Control rodents, snails, and other pests and diseases
4. Maintain slopes weed-free.
5. Trim and edge to maintain sidewalks, curbs, and
appearanlce.
foot monthly.
as required.
adjacent areas free of plant growth.
F. Shrub and Ground Cover Maintenance:
1. Control rodents, snails, and other pests and diseases
2. Irrigate as required to maintain a reasonable
3. Fertilize with Gro-Power at 25 lbs. per 1,000 square
4, Maintain shrubs and ground cover in a weed-free
as required.
appearance.
feet monthly.
condition.
Carlsbad Fire Plant Establishment and Maintenancc
Station No. 5 02499 - :
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G. Tree Maintenance: 1. Control pests and diseases including rodents and snails as required.
2. Remove damaged branches back to point of growth. Treat
cuts over 3/4 inches in diameter with an approved tree
wound dressinlg.
3. Restake and support trees as necessary. Place stakes and ties so that no chaffing or girdling of bark occurs.
chaffing and 'girdling.
rate and appearance.
architect,
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4. Check all guys and ties frequently and adjust to avoid
5. Irrigate as required to maintain an adequate growth
6. Prune trees under the direction of the landscape
X. Irrigation System Maintenance:
1. Maintain the complete irrigation system in an operable
2. Repair and adjust all sprinkler heads to maintain
manner.
proper coverage, including adjusting of heads to proper height.
3. Adjust water application to compensate for changes in weather. Contractor will be responsible for damages occurring due to underwatering or overwatering.
4. Make all replacements with original type material or
alternates approved by the laDdscape architect.
5. Repair or replacement of equipment damaged as a result of Contractor's negligence will be replaced at the Contractor's expense within one watering period.
6. Damage not resulting from Contractor's negligence will
be reported promptly to the landscape architect,
together wit'n an estimate of costs for correction of
the condition. Contractor will be reimbursed the wholesale cost of vandalized materials and parts upon presentation of a properly iteinized list of damaged materials or equipment. .
7. All systems will be operationally checked by the Contractor a minimum of once per week.
8. Irrigation will be accomplished between 1O:OO p.m. and
7:OO a.m. Irrigation scheduled at other times is
subject to approval by the landscape architect.
1. Prune or trim vegetation, either new or previously existing, to prevent overhanging sidewalks at less than 7 feet in height, or at roadways at less than 14 feet in height.
2. Conduct all operations so as to provide maximum safety
for the public.
3. Contractor will remove leaves, paper, weeds and any
other debris from landscaped areas and dispose of off-
site.
other areas affected by his maintenance operations.
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I. General Maintenance:
4. Contractor will clean sidewalks, roadways, and any
Carlsbad Fire Plant Establishment and Maintenance
Station No. 5 02499 - 3
5. Notification of all "specialty type" maintenance operations will be given to the Owner 48 hours prior
to each of the operations by the Contractor.
"Special-ty type" maintenance operations are defined
as: Fertilization, pre-emergent applications of herbicides, turf aerification, turf dethatching, preventive application of turf fungicide, and annual type bedding plant replacements.
6. Whenever: herbicides are used, Contractor will apply them when air currents are still, to prevent herbicic
drift onto adjoining property and non-target plantinc
and to prevent any toxic exposure to persons whether
or not they are in or on the grounds.
7. Contract.or will compile and maintain Record Drawings
( "as-built") of all work including irrigation systems
and including accurate locations and serial numbers c
all major components. A complete set of Record
Drawings:, drawn in ink in a reproducible medium,
shall be delivered to the landscape architect before
acceptance of the project. Record Drawings will be complete and accurate to the satisfaction of the landscape architect.
maintena.nce, the Contractor will pay the cost of all water arid electricity. Required permits for water and electricity will be held in the name of the Contract0 during the construction and maintenance period. At
completion of the maintenance period, utility billing
will be transfered to the name of the Owner and any
proportionate monthly utility billing will be
prorated, based on meter readings.
8. During the contract period for construction and
END OF SECTION
Carlsbad Fire Plant Establishment and Maintenana
Station No. 5 02499 - 1
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SECTION 0251 3
ASPHALTIC CONCRETE PAVING I
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1 . 01 WORK INCLUDED
A. Asphaltic concrete paving where indicated on the Drawings
1.02 RELATED WORK
A. Section 02200 - Earthwork: Preparation of site for paving
B. Section 02223 - Backfilling: Compacted fill for paving.
C. Section 03001 - Concrete.
D. Section 02584 - Pavement Marking.
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I -03 REFERENCES
A. The Asphalt Institute - Manual MS-4 - The Asphalt
Handbook.
B. ASTM D946 - Asphalt Cement for Use in Pavement Construction.
0 1.04 QUALITY ASSURANCE
A. Perform work in accordance with Standard Specifications, California Department of Transportation, Division of
Highways, as last: amended. 1 B. Mixing Plant: Conform to State of California standards.
C. Obtain materials from same source throughout.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable standards for paving work on public
property.
B. Conform to the Standard Specifications of the California
Department of Transportation (CalTrans), Division of
Highways .
1.06 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Submit manufacturers' instructions under provisions of
Section 01 300.
Carlsbad Fire Asphaltic Concrete Pavinc I Station No. 5 02513 -
1.07 ENVIRONMENTAL REQUIREMENTS
A. Do not place asphalt when base surface temperature is le
than 40 degrees F.
PART 2 PRODUCTS
2 . 01 MATERIALS
A. Primer: (If required) Homogeneous medium curing liquid
asphalt.
B. Base Course: Class I1 aggregate base per Section 26, California Department of Transportation, Standard Specifications; compacted thickness as indicated on the Drawings to 95 percent density minimum.
C. Mineral Filler: Finely ground particles of limestone,
hydrated lime, or other approved mineral dust, free of foreign matter.
D. Seal Coat: (If required) Asphalt Institute Manual MS-4,
sand type.
2.02 ASPHALT PAVING MIX
A. Use dry materials to avoid foaming. Mix uniformly per
Section 39, CalTrans Standard Specifications; 5 to 7
percent of asphalt mix by weight in mixture.
PART 3 EXECUTION
3 . 01 INSPECTION
A.
B. Verify gradients and elevations of base are correct.
C.
Verify compacted granular bas.e is dry.
Beginning of installation means acceptance of substrate.
3.02 PREPARATION
A. Apply primer:, if used, over substrate at uniform rate of
1/3 gal/sq yd.
B. Apply primer in accordance with manufacturer's instructions.
C. Use clean sand to blot excess primer.
D. Apply primer to contact surfaces of curbs, gutters, and
cement paving.
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E. Coat surfaces of catch basin frames with oil to prevent
bond with asphalt: paving. I
Io 3.03 PLACING ASPHALT PAVEMENT
I Drawings.
A. Place asphalt paving within 24 hours of priming base
surfaces to a compacted thickness as indicated on
B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. I
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C. Develop rolling with consecutive passes to achieve even I and smooth finish, without roller marks.
3.0 4 TOLERANCES
A. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge.
B. Compacted Scheduled Thickness: Within 1/4 inch of design
C. Variation from Ticue Elevation: Within 1/2 inch.
thickness. 1
3.05 SEAL COAT
A. If used, apply seal coat in accordance with Asphalt Institute Manual MS-13. 0
3.06 PROTECTION
A. Immediately after placement, protect pavement under provisions of Section 01500 from mechanical injury €or
3 days.
I END OF SECTION
Carlsbad Fire Asphaltic Concrete Pavim Station No. 5 02513 - .
SECTION 02584
PAVEMENT MARKING
PART 1 GENERAL
1.01 SUMMARY
A. Provide painted lines, lettering and symbols at parking
area as indicated on the Drawings, specified herein, and
as needed for a complete and proper installation.
1. Section 02513 - Asphaltic Concrete Paving.
2. Section 09900 - Painting.
B. Related Work:
1.02 SEQUENCING AND SCHEDULING
A. Coordinate with paving work. Verify that paint type is
compatible with asphalt paving surface seal coat if seal
coat is used.
1 . 03 PROJECT CONIDITIONS
A. Environmental Requirements: Paint only in dry weather, I
dry clean surfaces, when temperature is above 50 degrees
F.
PART 2 PRODUCTS
2 . 01 MANUFACTUREliS
A. Dunn-Edwards "Vin-L-Stripe" #W-801, vinyl-epoxy, as a
3. J.E. Bauer Latex Base; formulas #1030A9 White, #1865A9
standard of quality.
Blue.
C. Sinclair #160 Vinyl Traffic Line Paint, water base.
D. Pervo Paint Co.
E. Substitutions: Under provisions of Section 01 600.
2.02 MATERIALS
A. Traffic Paint: Water base, roadway traffic line marking type; colors as specified herein.
Carlsbad Fire Pavement Markir
Station No. 5 02584 -
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PART 3 EXECUTION
3 . 01 EXAMINATION 1
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A. Verify that surfaces to be striped are clean and dry, and I. the surface sealer, if used, is thoroughly dry.
3.02 PREPARATION
A. Layout: Accurately measure and lay out all work. Use stenciles for all work; snap Pines for straight work.
3.03 APPLICATION
A. General: Apply .two coats at a rate of 400 sq ft maximum I per gallon, per coat.
B. Parking Stall Lines: 4 inches wide.
C. Handicapped Stall Lines and Letters: As indicated on the
Drawings .
D. Colors: White for all work, except blue at handicapped
parking stall.
END OF SECTION
0
Carlsbad Fire Pavement Elarkin
Station No. 5 02584 -
SECTION 02870
PRECAST CONCRETE BOLLARDS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Furnish all labor, equipment and
materials in connection with the manufacture, delivery ai
placement of the precast concrete bollards in accordance
with the manufacturer's installation recommendations and these specifications.
1. Engineering Responsibility: a. Concrete: Manufacturer is responsible for design
of a11 concrete mixes.
b. Steel: Reinforcing and connections are to be
adequate for normal temperature and working stres
condli t ions.
6. Lifting and Handling Devices: Engineered to be
used in accordance with exact manufacturer's
instruction; any deviations will absolve all manufacturer responsibility.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Submit manufacturer's product data and installation procedures.
1.03 QUALITY ASSURANCE
A. Manufacturer's Qualifications: Involved in the manufactur
and installation of precast concrete bollards with at
least five years field application - working and in good
appearance.
1.04 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01600.
B. Unload and handle precast units without exposing them to
stresses or loads €or which they were not designed and according to procedures approved by the manufacturer.
C. Deliver to site in and unload with a crane-mounted delivery truck; exact locations of units to be establishec
prior to delivery.
1.05 WARRANTY
A. Provide manufacturer's standard warranty for workmanship
and materials under provisions of Section 01700.
Carlsbad Fire Precast Concrete Bollardr Station No. 5 02870 - a
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PART 2 PRODUCTS
2 . 01 MANUFACTURED UNITS I
A. Bollard: Model SB12-30Q; 12 x 12 x 30 inches; weight 258
lbs; as manufactured by Quick Crete Products Corp., P.O. Box 3005, Newport: Beach, CA 92663, (714) 980-1012.
1.
1 2.02 MATERIALS
A. Reinforcing: Sizes No. 2 and No. 3 steel reinforcing rod:
B. Concrete: used throughout, welded at all points.
1. Portland cement conforming to ASTM C150, Type I or
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111; combined with sand and stone aggregates in a ratio of 1 to 4 by weight; aggregates consisting of
clean, hard and durable material free of injurious
organic impurities. I 2. Color: Natural grey.
C, Concrete Quality:: Air content of 4 to 6 percent; minimum
compressive strength of 4,000 psi at 28 days when tested on a 6 x 12 inch cylinder according to ASTM 39-49.
2.03 FABRICATION
A. All elements to be cast in polished molds of sufficient
rigidity to ensure products with dimensional tolerances
equal to or better than PCI's recommended standards for
tolerances; concrete vibrated into place in closed molds. I,
B. Molds are to possess characteristics to achieve both
exposed and smooth product surfaces; demarcations defined distinctively by groove between smooth and aggregate
surfaces.
C. Exposed Aggregate Surface: Uniforn in textural
appearance; surface depth of aggregate material to be even, and approved by architect's design.
D, Finish of Formed Surfaces: Smooth and free of all
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abrasions; environmental surfaces sealed per
manufacturer's recommendations.
PART 3 EXECUTION
3.01 INSTALLATION
A. The manufacturer will provide personnel and equipment to
setting contractor €or placement of precast units at
locations as indicated on the Drawings.
END OF SECTION
Carlsbad Fire Precast Concrete Bollard
Station No. 5 02870 -
SECTION 03001
CONCRETE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Formwork, shoring, bracing, and anchorage.
B. Concrete reinforcement and accessories.
C, Cast-in-place concrete.
1.02 RELATED SECTIONS
A. Section 03347 - Concrete Floor Finishing: Concrete seal for scheduled interior areas.
1.03 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS
A, Section 04300 - Unit Masonry System: Masonry
accessories attached to formwork.
B. Section 055100 - Metal Fabrications: Metal fabrications
attached to formwork.
1 . 04 REFERENCES
A. ACI 301 - Specifications of Structural Concrete for
B. ANSI/ASTM AI85 - Welded Steel Wire Fabric for Concrete
Buildings.
Reinforcement.
C. ASTM A615 - Deformed and Plain Billet-Steel for Concrete
Reinforcement.
D. ASTM C33 - Concrete Aggregates.
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.
1.05 QUALITY ASSURANCE
A. Perform work in accordance with ACI 301.
B. Maintain copy of ACI 301 on site.
Carlsbad Fire Concret
Station No. 5 03001 -
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1-06 REGULATORY REQUIREMENTS
A. Conform to applicable codes of agencies having
j ur i sdict ion.
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I. 1.07 TESTS
I A. Testing and analysis of concrete will be performed under
B, Submit proposed mix design of each class of concrete to
provisions of Section 01 400.
appointed firm for review prior to commencement of work.
Testing firm wil:L take cylinders and perform slump and
air entrainment tests in accordance with ACI 301. C.
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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 . 0
2.03 CONCRETE MATERIALS
A. Cement: ASTM C150, normal - Type 1 Portland, white Color.
B. Fine and Coarse Aggregates: ASTM C33.
C. Water: Clean and not detrimental to concrete. I
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.
D. Expansion Joints:: As indicated on the Drawings.
Carlsbad Fire Concrete I Station No. 5 03001 - :
2.06 CURING MATE:RIALS
A. Water, clean and drinkable; or paper cure.
2.07 CONCRETE MIX
A. Mix concrete in accordance with ASTM C94.
B. Foundation Concrete:
1. Compressive Strength
2. Compressive Strength
3. Slump: 4 inch
(7 days): 1200 psi
(28 days): 2000 psi unless noted otherwise
C. Slab On Fill Concrete:
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 ERIECTION
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 not 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.
3.02 REINFORCEMENT
A. Place, support, and secure reinforcement against
displacement.
3.03 PLACING CONCRETE
A. Notify Architect/Engineer minimum 24 hours prior to commencement of concreting operations.
Carlsbad Fire Concret
Station No. 5 03001 -
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B. Install vapor barrier under interior floor slabs on fill. Lap joints minimum 6 inches and seal. Place one inch of sand over vapor barrier. Do not disturb vapor barrier
while placing reinforcement.
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3 . 04 FLOOR SLABS
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I A. Place floor slabs in checkerboard pattern,
B. Saw cut control joints at an optimum time after finishing Cut slabs with 3/16 inch (5 mm) thick blade, cutting 1/4
of depth of slab thickness.
C, Separate slabs on fill from vertical surfaces with joint
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filler. Extend joint filler from bottom of slab to withii
1/4 inch of finished slab surface.
D. Smooth trowel finish is required in certain interior area: as indicated in Schedule below. Trowel finish at other interior areas. Broom finish for Patio, walkways and othei exterior areas, medium texture.
3 . 05 TOLERANCES
A. Provide Class A tolerance to floor slabs on trowel finish
and Class B tolerance to floor slabs on broom finish according, to ACI 301. Pitch to drains according to I Drawings.
3.06 SCHEDULE OF FLOOR SLAB FINISHES
A, Smooth trowel finish at Rooms 128, 129, 130, 131, 132,
133, 134, 135, 1:36, 137, 138, and 139.
B. Trowel finish at other interior rooms.
C. Medium broom finish at exterior areas.
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1 END OF SECTION
Carlsbad Fire Concrete I Station No. 5 03001 - 1
SECTION 03346
CONCRETE FLOOR FINISHING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Provide concrete sealer at interior areas as indicated
on Drawings and specified herein.
1 .02 RELATED WORK
A. Section 03001 - Concrete: Prepared concrete surfaces rea(
for finishing.
1 .03 REFERENCES
A. ACI 301 - Specifications for Structural Concrete for Buildings.
1.04 QUALITY ASSIJRANCE
A, Applicator: Company specializing in concrete floor surfac finishing with ten years experience.
B. Furnish concrete sealer in manufacturer's packaging with
application instructions.
1.05 FIELD SAMPLES
A. Provide fie:Ld sample under provisions of Section 01300.
B. Prepare trial finish in area designated by Architect/ Engineer.
1-06 PRODUCT DATA
A, Submit product data under provisions of Section 01300.
B. Provide product data for specified products.
C. Submit manufacturers' instructions under provisions of Section 01 300.
PART 2 PRODUCTS
2.0 1 ACCEPTABLE MANUFACTURERS
A. Sonneborn Building Products, a Division of Rexnord Chemic Products.
Carlsbad Fire Concrete Floor Finishir
Station No. 5 03346 -
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2.0 2 MATERIALS
A.
1. accepted.
Sealer: Abrasion and chemical resistant sealer/dustproofe~
type; "Sonoplex" as manufactured by Sonneborn Building
Products; color Grey 792. Substitutions will not be
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I PART 3 EXECUTION
3 . 01 INSPECTION
A. Verify floor surfaces are acceptable for application of this work.
Ensure floor surfaces are depressed to accommodate finish
materials.
Beginning of installation means acceptance of surfaces.
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B.
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3.02 PREPARATION
A. Prepare surfaces to be sealed in strict accordance with the sealer manufacturer's written instructions. I 3.03 TREATMENT
A. Sealer is to be applied only by a trained representative
of the manufacturer, to floor surfaces as scheduled, at Rooms 128, 129, 130, 131, 132, 133, 134, 135, 136, 137,
138, and 139. e
END OF SECTION
Carlsbad Fire Concrete Floor Finishins I Station No. 5 03346 - 2
SECTION 04270
GLASS UNIT MASONRY
PART 1 GENERAL
1 . 01 SECTION INCLUDES
A. Glass masonry units.
B. Mortar bedding and pointing mortar.
1.02 RELATED SECTIONS
A. Section 04300 - Unit Masonry System.
1 .03 REFERENCES
A. ASTM A123 - Zinc (Hot-Galvanized) Coatings of Products Fabricated firom Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Strips.
B. ASTM C780 - Preconstruction and Construction Evaluation c Mortars for Plain and Reinforced Unit Masonry.
1.04 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Submit product data for glass units and accessories.
C. Submit samples under provisions of Section 01300.
D. Submit two glass units illustrating size variations, color, design, and face pattern.
E. Submit manufacturer's installation instructions under
provisions of Section 01 300.
1 -05 QUALIFICATIONS
A. Installer: Clompany specializing in performing the work of this Section with minimum five years experience.
1 . 06 DELIVERY, STORAGE, AND HANDLING
A. Deliver prod.ucts to site under provisions of Section
01 600.
B. Store and protect products under provisions of Section
01 600.
C. Accept glass units on site on pallets, Inspect for
damage.
Carlsbad Fire Glass Unit Masonr
Station No. 5 04270 -
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1 . 07 ENVIRONMENTAL REQUIREMENTS
A. Maintain materials and ambient air temperatures to minimu]
50 degrees F (10 degrees C) prior to, during, and 48 hour, after completion of work.
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1.08 FIELD MEASUREMENTS
1.
I A. Verify field measurements are as shown on Drawings.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
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A. Pittsburgh Corning.
B. Substitutions: Under provisions of Section 01600.
2.02 GLASS UNITS
A. Hollow Glass Units: Partially evacuated, hollow masonry
units made of clear, colorless glass; "Decora" glass unit:
as manufactured by Pittsburgh Corning Corp. or equivalent
accepted by Architect
1. Nominal Size:: 8 x 8 x 4 inch. 2. Color: Clear glass. 3 . Pattern and Design: "Decora" .
4. Insulation Value: 'U' value of 0.51 BTU/sq ft/h/degrec
5. Compressive Strength: 400 - 600 psi. 6. Visible Light Transmittance: 75 percent. 7. Shading Coeffficient: 0.65.
F.
2.03 ACCESSORIES
I.
A. Panel Reinforcing: Two 9 gage rods spaced 2 inches apart
with 14 gage cross rods welded 8 inches oc, galvanized
after fabrication to 1.25 oz/sq ft in accordance with ASTb
A123.
B. Expansion Strips: 7/16 x 4 inches nominal size, dense
C.
glass fiber matting.
Panel Anchors: 20 gage x 1- 3/4 inch wide steel strips, punched with three rows of elongated holes, pattern
staggered, hot di.p galvanized after fabrication to 1.25
oz/sq ft in accordance with ASTM Al23.
D. Perimeter Chase: If required, extruded aluminum channel profile, 4-3/4 x 1-1/4 x 1/8 inch size, one piece per
length installed, anodized to color finish. I
Carlsbad Fire Glass Unit Masonri
Station No. 5 04270 - 2
E. Asphalt Emulsion: Water based asphalt emulsion; "Karnak
100" as manufactured by Karnack Chemical Corporation, or
as recommended by manufacturer.
F. Mortar: ASTM C270; 1 part portland cement, 1/2 part liml 4 pa.rts sand; Type S.
E. Sealant: As recommended by glass block manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that openings are ready to receive work.
B. Beginning of installation means installer accepts existi
substrate and conditions.
3.02 PREPARATION
A. Clean glass units of foreign substances.
B. Establish and protect lines, levels, and coursing.
C. Protect eleiments surrounding the work of this Section frc
damage and disfiguration.
3 . 03 INSTALLATION
A. Erect glass units and accessories in strict accordance
with manufacturer's instructions.
B. Locate and secure perimeter metal chase, if required on this installation.
C. Coat sill under units with asphalt emulsion as a bond
breaker, and allow to dry.
D. Set panel anchors in mortar bed directly over coating.
E. Provide full mortar joints. Furrowing not permitted. Remove excess mortar.
F. Maintain uniform joint width of 1/4 inch.
G. Place panel reinforcing at every second horizontal joint
in full mortar bed and at first course above and below
openings within the glass unit panel. Lap joints 6
inches. Discontinue reinforcement at expansion joints.
H. Isolate panel from adjacent construction on sides and to] with expansion strips. Keep expansion joint voids clear ( mortar .
Carlsbad Fire Glass Unit Mason]
Station No. 5 04270 -
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I. Shore assembly until setting bed will maintain panel in I position without movement.
J. Remove excess mortar, and sealant if used.
K. Vacuum clean mortar joints. ,
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3 . 04 TOLERANCES
A. Variation from Joint Width: Plus 1/8 inch and minus 0
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inches.
Maximum Variation from Plane of Unit to Adjacent Unit:
1/32 inch. B.
C. Maximum Variation of Panel from Plane: 1/8 inch.
3.05 CLEANING
A. Clean Work under provisions of 01700.
B. Do not scratch 01: deface units. I
3.06 PROTECTION OF FINISHED WORK
A. Protect finished installation under provisions of Section
01 500.
B. Maintain protective boards at exposed external corners.
Provide protection without damaging completed work.
END OF SECTION 1.
Carlsbad Fire Glass Unit Masonry Station No. 5 04270 - 4
SECTION 04300
UNIT MASONRY SYSTEM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete masonry units.
B. Prefaced concrete masonry units.
C. Reinforcement, anchorage, and accessories.
D. Mortar and grout.
E. Sealer for all interior and exterior exposed concrete
masonry units.
1.02 RELATED SECTIONS
A. Section 01400 - Quality Control: Testing laboratory services .
€3. Section 04270 - Glass Unit Masonry.
C. Section 07920 - Sealants and Caulking.
1 -03 REFERENCES
A. ASTM A615 - Deformed and Plain Billet Steel Bars for
Concrete Reinforcement.
B. ASTM C90 - Hollow Load Bearing Concrete Masonry Units.
C. ASTM C744 - Prefaced Concrete and Calcium Silicate Mason: Units.
1 -04 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Submit product data for prefaced masonry units.
C. Submit samples under provisions of Section 01300.
D. Submit two samples of prefaced units to illustrate color,
texture and extremes of color range.
E. Submit manufacturer's installation instructions under provisions of Section 01 300.
Unit Masonry Systc Carlsbad Fire Station No. 5 04300 -
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1.05 QUALIFICATIONS
A. Installer: Company specializing in performing the work of
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this Section with minimum ten years experience.
1.06 DELIVERY, STORAGE, AND HANDLING
I.
A. Deliver products to site under provisions of Section
01 600.
i 01600.
B. Store and protect products under provisions of Section
C. Accept all masonry units on site. Inspect for damage.
1 . 07 ENVIRONMENTAL REQUIREMENTS
A. Maintain materials and surrounding air temperature to minimum 50 degrees F (10 degrees C) prior to, during, and 48 hours after completion of masonry work.
PART 2 PRODUCTS I 2 . 01 MAYUFACTURERS - CONCRETE MASONRY UNITS
A. Prefaced Units: The Burns & Russell Company.
B. Substitutions: Under provisions of Section 01600.
2.02 CONCRETE MASONRY UNITS
A. Hollow Load Bearing Block Units: ASTM C90, Grade N, Type I - Moisture Controlled; natural gray color; 8 x 8 x 16 inc?
block units, scored 8 x 8 inches.
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B. Prefaced Block Units: ASTM Cy44 with resinous surfacing or
ASTM C90 masonry units, Grade N, Type I - Moisture
Controlled; "Spectra-Glaze 11" Custom Pre-Glazed Concrete
Masonry Units, Scored Series 8x8-DAI, as manufactured for
the Burns & Russell Company; color as indicated on the
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1 Drawings .
1 2.03 REINFORCEMENT AND ACCESSORIES
A. Comply with the following as minimums. 1. Bars: ASTM $1615:
a. Use Grade 40 for numbers 3 and 4; Grade 60 for numbers Ei and larger; unless otherwise shown on Drawings.
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b. Use deformed bars for numbers 3 and larger.
2. Bending: UBC, latest edition.
3. Welded Fabric: (Mesh) - ASTM A1 55.
4. Smooth Wire Fabric: ASTM A85, yield strength 60 ksi. 1.
Carlsbad Fire Unit Nasonry Systen
Station No. 5 04300 - 2
B. Fabricate reinforcement in accordance with recommendatio contained in the CRSI "Manual of Standard Practices,"
C. Weep Holes: Preformed plastic tubes at least 4 inches
long, where indicated on Drawings or as recommended by
manufacturer of units.
D, Cavity Vents: At top of each cavity space, at same spci as weep holes.
E. Cleaning Solutions: Non-acidic, not harmful to masonry work or adjacent materials; masonry detergent cleaner su as VanaTrol, Sure Clean 600, or Deox, in accordance with
manufacturer's instructions.
2.04 MORTAR
A. Ingredients:
1 , Portland Cement: Comply with ASTM (2150, Type I.
2. Lime: a. Provide hydrated lime complying with ASTM C207, quicklime complying with ASTM C5,
b. When quicklime is used, slake and then screen through a 16-mesh sieve. After slaking and screening, but before using, store and protect f
not less than 10 days.
3. Aggregate: i?rovi.de clean, sharp, well graded
aggregate free from injurious amounts of dust, lumps
shale, alkali, surface coatings, and organic matter,
and cornplying with ASTM C144. 4, Admixtures: Do not use admixtures unless specificall
approved in advance by the Architect.
5, Water: Provide water free from deleterious amounts
acids, alkalis, and organic materials.
B. Mixing:
1. Provide mortar Type 14 or Type S as designated on the
Drawings or otherwise directed by t'ne Architect, and in accordance with ASTM C270.
a. For Type N mortar, provide one part portland 2. Proportions:
cement to 1/4 part hydrated lime and 3-3/4 parts
sand by volume.
cement to 1/2 part hydrated lime and 4-1/2 parts sand by volume.
b. For Type S mortar, provide one part portland
3, Mechanically mix in a batch mixer for not less than minutes, using only sufficient water to produce a mortar which is spreadable and of a workable
consistency.
high plasticity.
4. Reternper mortar with water as required to maintain
Carlsbad Fire Unit Masonry Syst
Station No, 5 04300 -
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a. On mortar boards, retemper only by adding water
b. Discard and do not use mortar which is unused
within a basin formed with mortar, and by working the mortalr into the water.
after 1-1/2 hours following initial mixing.
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2.05 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, alkali, surfaice coatings, and organic matter; conforming to ASTM C404.
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
2. When the minimum grout compressive strength is
on the Drawings or otherwise directed by the Architect, and in accordance with ASTM C476.
required to be more than 2000 psi, provide laboratory
design mix prepared as required €or design mixes of
concrete under Section 03001 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 fluic
cons is tency .
cement to 3 parts maximum of damp loose sand to 2 parts coarse aggregate, witih sufficient water to
achieve fluid consistency.
3. Proportions :
b. For "coarse grout", provide one part portland I.
4. "Fluid consistency'' is interpreted as meaning as fluic
as possible for pouring intimately in place without
segregation.
C. Use "fine grout" where called for on the Drawings, where the grout space is less than 3 inches in its least
dimension, and where otherwise directed by the Architect
or required by governmental agencies having jurisdiction.
2.06 SEALEX
A. "Super-Kote Clear-Heavy" sealer as manufactured by Ven- Chem Company, Inc:., Santa Barbara, California.
Carlsbad Fire Unit Masonry Syster
Station No. 5 04300 - 4
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which Work of thi
Section will be performed. Correct conditions detrimenta
to timely and proper completion of the Work. Do not
proceed until satisfactory conditions are corrected.
3.02 ENVIRONMENTAL CONDITIONS
A. Do not place masonry units when air temperature is below
40 degrees F.
B. Protect masonry construction from direct exposure to win( and sun when erected in ambient air temperature of 99 degrees F in the shade, with relative humidity less than
50 percent.
3.03 INSTALLATION
A. General:
1. Do not commence installation of the Work of this
Section until horizontal and vertical alignment of tl
foundation is within one inch 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 course
5. Clean the top surface of foundation free from dirt, accurately spaced.
debris, and laitance, and expose the aggregate prior
to start of installing first course.
6. Accurately €it the units to plumbing, ducts, opening: and other interfaces, neatly patching all holes. 7. Keep the walls continuously clean, preventing grout
and mortar stains. If grout does run over, clean
immediately.
B. Unless otherwise shown on the Drawings, provide stacked
bond,
C. Do not use chipped or broken units. If such units are discovered in the finished wall, the Architect may requi: their immediate removal and replacement with new units a. no additional cost to the Owner.
D. Laying Up:
1. Place units in mortar with full shoved bed and head
2. Align vlertical cells of hollow units to maintain a
3. Hold racking to an absolute minimum,
joints .
clear and unobstructed system of flues.
Unit idasonry Systc Carlsbad Fire Station No, 5 04300 -
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4. Provide cleariouts at the bottom of each cell of hollok
units for removing mortar droppings. Do not close the cleanouts until they have been inspected and approved by the Architect.
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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.
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F. Tooing:
1. Tool joints to a dense, smooth surface.
2. Unless otherwise shown on the Drawings, provide joint: of "concave" pattern throughout .
3.04 GROUTING
A. Perform grouting in strict accordance with the provisions of the governing building cods.
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.
3.05 SEALING
A. Apply sealer to all interior and exterior exposed concrete
masonry units in strict accordance with the sealer manufacturer's written instructions.
3.06 CLEANING
A. 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. Make necessary adjustments.
Clean surfaces of masonry as required for proper application of the specified finishes.
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END OF SECTION
Carlsbad Fire Unit Masonry Systen
Station No. 5 04300 - (
SECTION 051 20
STRUCTURAL STEEL
PART 1 GENERAL
1 . 01 SECTION INCLUDES
A. Structural steel baseplates, and miscellaneous structural
fabrications.
3. Grouting under baseplates.
1.02 SUBMITTALS
A.
B. Product Data:
Comply with pertinent provisions of Section 01300.
1. Submit producers! or manufacturers' specifications an installation recommendations for the following products, including laboratory test reports and other data required to prove compliance with the specified
requirements.
a. Structural steel, including certified copies of
mill test reports covering chemical and physical
properties; b. High. strength bolts, including nuts and washers; c. Unfinished bolts and nuts;
d. Structural steel primer paint.
schedules for fabrication and shop assembly of
members. a. Include details of cuts, connections, camber,
b. Indicate welds by AWS symbols and show size, type
c. Provide setting drawings, templates, and
2. Submit shop drawings including complete details and
holes, and other pertinent data;
and length of weld. .
directions for installing anchor bolts and other
required anchors.
number of Drawings.
d. Identify details by reference to sheet and detail
1 . 03 RELATED SECTIONS
A. Section 05580 - Metal Fabrications: Non-framing
fabrications; affecting structural steel work.
B. Section 09980 - Painting: Finish painting.
1 -04 REFERENCES
A. ASTM A36 - Structural Steel.
Carlsbad Fire Structural Stee
Station No. 5 05120 -
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B. ASTM A307 - Carbon Steel Externally Threaded Standard
C, AWS A2.0 - Standa.rd Welding Symbols.
D. AWS Dl .? - Structural Welding Code.
E. AISC - Specificat.ion for the Design, Fabrication and
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1.05 QUALITY ASSURANCE:
A. Fabricate structural steel members in accordance with AISC - Specification for the Design, Fabrication and
Erection of Structural Steel for Buildings.
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B. Maintain copy of document on site. I 1 .06 QUALIFICATIONS
A. Fabricator: Company specializing in performing the work of
this Section with minimum six years documented experience.
B. Erector: Company specializing in performing the work of this Section with minimum six years documented experience.
PART 2 PRODUCTS
II) 2-01 MATERIALS
A. Structural Steel Fabrications: ASTM A36.
B. Bolts, Nuts, and Washers: ASTM A307; galvanized to ASTM
A1 53 for galvanized members.
C. Anchor Bolts: ASTM A307.
D. Welding Materials: AWS D1.1; type required for materials
being welded.
E. Grout: Non-shrink type, pre-mixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing additives, capable of developing a minimum compressive strength of 7,000 psi at 28 days.
F. Shop and Touch-Up Primer: SSPC Paint 15, Type 1, red oxide
2.02 FABRICATION
A. Fabricate as indicated on the Drawings and in accordance with AISC specifications.
Carlsbad Fire Structural Steel I Station No. 5 05120 - 2
2.03 FINISH
A. Shop prime structural steel members. Do not prime surfaces that will be field welded or in contact with concrete.
PART 3 EXECUTION
3-01 EXAMINATION
A. Verify that field conditions are acceptable and are readj
to receive work.
13. Beginning of installation means erector accepts existing
conditions.
3 . 02 ERECTION
A. Comply with AISC specifications and "Code of Standard Practice,"
B. Allow for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation c
permanent bracing ,
C. Field weld components indicated on Drawings or shop
drawings.
D. Do not field cut or alter structural members without
approval of Architect/Engineer.
E. After erection, prime welds, abrasions, and surfaces not shop primed,, except surfaces to be in contact with
concrete.
F, Grout under baseplates.
3.04 ERECTION TOLERANCES
A. Maximum Variiation From Plumb: 1/4 inch per story, non-
B, Maximum Offset From True Alignment: 1/4 inch.
cumulative,
3.05 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01 400.
END OF SECTION
Carlsbad Fire Structural Stec
Station No. 5 05120 -
SECTION 05500
METAL FABRICATIONS I
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PART 1 GENERAL
1.01 SUMMARY
A. Provide miscellaneous metal work shown on the Drawings, a
specified herein, and as needed for a complete and proper I installation.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product Data:
1. Submit materials list of items proposed to be providec
2. Submit manufacturer's specifications and other data
3. Submit shop drawings in sufficient detail to show
under this Section;
needed to prove compliance with the specified
requirements;
fabrication, installation, anchorage, and interface of
the work of this Section with the work of adjacent
trades . 1 1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough11
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, Perform shop and/or field welding required in connection
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with the Work of this Section in strict accordance with
pertinent recommendations of the American Welding Society. 1
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600,
PART 2 PRODUCTS
2.01 MATERIALS
A. In fabricating items which will be exposed to view, limit
materials to those which are free from surface blemishes,
pitting, rolled t.rade names, and roughness. I
Metal Fabrications Carlsbad Fire
Station No. 5 05500 - 1
B. Comply with the following standards, as pertinent. 1. Steel Plates, Shapes, and Bars: ASTM A36;
2. Steel Plates to be Bent or Cold-Formed: ASTM A283,
3. Steel Tubing (Hot-Formed, Welded or Seamless): ASTM
4, Steel Bars and Bar-Size Shapes: ASTM A306, Grade 65,
5, Cold-Finished Steel Bars: ASTM A108;
6. Cold-Rolled Carbon Steel Sheets: ASTM A336;
7, Galvanized Carbon Steel Sheets: ASTM A526, with G90
8. Stainless Steel Sheets: AIS1 Type 302 or 304, 24
9. Gray Iron Castings: ASTM A48, Class 10; 10. Malleable Iron Castings: ASTM A47;
11. Steel Pipe: ASTM A53, Grade A, Schedule 40, black
finish unless noted otherwise;
12. Concrete Inserts:
a. Threaded or wedge type galvanized ferrous castin
b, Provide required bolts, shims, washers, hot-dip
Grade C;
A501 ;
or ASTM A36;
zinc coating in accordance with ASTM A525;
gage, with number 4 finish;
of malleable iron complying with ASTM A27;
galvanized in accordance with ASTM A153.
2.02 FASTENERS
A. General: 1. For exterior use and where built into exterior walls
2. Provide fasteners of type, grade, and class required
provide zinc-coated fasteners.
for the particular use.
B. Comply with the following standards, as pertinent. 1. Bolts and Nuts: Provide hexagon-head regular type
2. Lag Bolts: Provide square-head type complying with
3. Machine Screws: Provide cadmium plated steel type
4. Washers:
complying with ASTM A307, Grade A;
Fed Spec FF-B-561;
complying with Fed Spec FF-S-111;
a. Plain Washers: Comply with Fed Spec FF-W-92,
b, Lock Washers: Comply wit'n Fed Spec FF-W-84,
5, Toggle Bolts: Provide type, class and style needed,
6. Anchorage Devices: Provide expansion shield complyin
round, carbon steel;
helical spring type carbon steel;
but complying with Fed Spec FF-B-588;
with Fed Spec FF-S-325.
2.03 OTHER MATERIALS
A. Fire Hose Storage Shelving:
1 , Where indicated on the Drawings, provide "Lok-Tite"
fire hose rack brackets as manufactured by San Diego
Fire Equipment Co,, Inc., (61 9) 239-1 278.
Carlsbad Fire Metal Fabricatio,
Station No. 5 05500 -
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2. Provide pipe column supports and flanges under this Section, and provide the indicated wood slats under
the work of Section 06001. I
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B. Provide other materials, not specificaly described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the
Architect.
2.04 SHOP PAINT I A. Primer: Use SSPC Paint 15, Type I Red Oxide.
B. For repair of galvanizing, use a high zinc-dust content
C. For items scheduled to receive Kynar finish, provide
paint complying with MIL-P-21035.
substrate preparation as appropriate.
2.05 FABRICATION
A. Except as otherwise shown on the Drawings or on approved Shop Drawings, use materials of size, thickness and type
required to produce reasonable strength and durability in
the Work of this Section.
B. Fabricate with accurate angles and surfaces which are true to the required lines and levels, grinding exposed welds smooth and flush, forming exposed connections with
hairline joints, and using concealed fasteners wherever
possible.
C. Prior to shop painting or priming, properly clean metal surfaces as required €or the applied finish and for the proposed use of the item.
D. On surfaces inaccessible after assembly or erection, apply
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two coats of the specified primer. Change color of second coat to distinguish it from the first. 1
1 PART 3 EXECUTION
3 . 01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the Work of this Section will be performed. Correct conditions
detrimental to timely and proper completion of the Work.
Do not proceed until satisfactory conditions are
corrected.
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Station No. 5 05500 - 3
3.02 COORDINATION
A. Coordinate as required with other trades to assure prope: and adequate provision in the work of those trades €or
interface with the Work of this Section,
3.03 INSTALLATION
A. General:
1. Set work accurately into position, plumb, level, trul
2. Anchor firmly into position.
3. Where field welding is required, comply with AWS-
and free from rack.
recommended procedures of manual-shielded metal-arc welding for appearance and quality of weld, and for
methods to be used in correcting welding work. 4. Grind exposed welds smooth, and touch up shop prime coats. 5. Do not cut, weld, or abrade surfaces which have been
hot-dip galvanized after fabrication and which are
intended for bolted or screwed field connections.
B. Immediately after erection, clean the field welds, boltec connections, and abraded areas of shop priming. Paint tht exposed areas with the same material used €or shop priming.
END OF SECTION
Carlsbad Fire Metal Fabricatior
Station No. 5 05500 -
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SECTION 06001
CARPENTRY WORK
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PART 1 GENERAL
1-01 WORK INCLUDED
A. Rough carpentry and finish carpentry. I 1.02 RELATED WORK
A. Section 06112 - Framing and Sheathing.
S. Section 06400 - Architectural Woodwork.
C. Section 09900 - Painting: Site finishing of finish I carpentry and cabinetwork
1 .03 REFERENCES
A. PS 1 - Construction and Industrial Plywood
B. NFPA - National Design Specification for Wood Construction.
1.04 QUALITY ASSURANCE
A. Rough Carpentry Lumber: Visible grade stamp, of agency
B, When applicable, fabricate site made finish carpentry
certified by National Forest Products Association (NFPA).
items in accordance with recommendations of Quality
Standards of Architectural Woodwork Institute (AWI).
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1.05 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver shop fabricated carpentry items until site
conditions are adequate to receive the work. Protect items from weather while in transit.
B, Store indoors, in ventilated areas with a constant,
minimum temperature of 60 degrees F (16 degrees C),
maximum relative humidity of 25 to 55 percent.
Carlsbad Fire Carpentry Work
Station NO. 5 06001 - 1
PART 2 PRODUCTS
2.01 ROUGH CARPENTRY MATERIALS
A. Provide materials as indicated on the Drawings.
PART 3 EXECUTION
3.01 INSTALLATION OF FINISH CARPENTRY ITEMS
A. Install items straight, true, level, plumb, and securely
anchored into position.
neccesary with other trades to assure placement of requii blocking and backing in a timely manner.
Sandpaper finished wood surfaces thoroughly as required .I
produce a uniformly smooth surface, always sanding in tht
direction of the grain.
1. Do not sand wood, if any, designated on the Drawings to remain rough. 2. No coarse grained sandpaper mark, hammer mark, or
other imperfection will be accepted.
B. Where b1ock:ing or backing is required, coordinate as
C.
D. Use purpose designed fixture attachments for mounted
components.
When necessary to cut and fit on site, make material wit1
ample allowance €or cutting.
and site cutting.
F. Counter-sink semi-concealed anchorage devices used to wa:
mount components and conceal with solid plugs of species to match surrounding wood. Place flush with surrounding
surf aces .
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Provide trim for scribing
G. Install accessories supplied under other Sections for
installation. Install items in accordance with manufacturer's instructions.
H. Ensure that mechanical and electrical items affecting th.
Section of work are properly placed and complete prior tc
commencement of installation.
3.02 CLEANING UP
A. Keep the premises in a neat, safe, and orderly condition at all times during execution of this portion of the Worl free from accumulations of sawdust, cut-ends, and debris
Carlsbad Fire Carpentry Wo:
Station No. 5 06001 -
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B. Sweeping:
1. At the end of each working day, and more often if
necessary, thoroughly sweep surfaces where refuse fro; this portion of the Work has settled. Remove the refuse to the area on the job site set
aside for its storage.
Upon completion of this portion of the Work,
thoroughly broom clean all surfaces.
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3.
END OF SECTION
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Carlsbad Fire Carpentry Work
Station No. 5 06001 - 3
SECTION 061 12
FRAMING AND SHEATHING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Structural floor, wall, and roof framing.
B. Built-up structural beams and columns.
C. Wall and roof sheathing.
D. Subfloor sheathing and overlay.
E. Preservative treatment of wood.
1.02 RELATED WOR:K
A. Section 03001 - Concrete: Setting anchors.
B. Section 05120 - Structural Steel.
C. Section 05500 - Metal Fabrications.
D. Section 06193 - Plate Connected Wood Trusses.
1 . 03 REFERENCES
A. APA - American Plywood Association,
B. AWPA - American Wood Preservers' Association: Book of
Standards.
C. NFPA - National Forest Products Association.
D. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for West Coast Lumber.
E. WWPA - Western Wood Products Association.
1.04 QUALITY ASSURANCE
A. Lumber Grading Agency: As indicated on Drawings.
B. Plywood Grading Agency: Certified by APA.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire retardant requirements.
Carlsbad Fire Framing and Sheathi
Station No. 5 06112 -
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B. Conform to UL requirements to achieve rating indicated.
1 . 06 SUBMITTALS
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A. Submit product data under provisions of Section 01300.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Store and protect products under provisions of Section
01 600.
PART 2 PRODUCTS
2.01 LUMBER MATERIALS
A. Provide products as indicated on the Drawings.
A. Lumber Grading Rules: WCLIB.
2.02 ACCESSORIES
A. Fasteners: Galvanized steel for exterior, high humidity,
and treated wood locations; plain finish elsewhere; size and type to suit condition.
B. Connectors: As manufactured by Simpson Co., Inc.
C. Joist Hangers: Galvanized steel, sized to suit joists and
framing conditions; manufactured by Simpson Co., Inc.
D. Subfloor Glue: Waterproof, air cure type, cartridge
dispensed; manufactured by 3M.
E. Building Paper: No. 15 asphalt felt.
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2 .'O 3 WOOD TREATMENT
A. Wood Preservative: AWPA Treatment C2 using waterborne
preservative with 0.30 percent retainage.
PART 3 EXECUTION
3-01 FRAMING
A. Erect wood framing members level and plumb.
B. Place horizontal members laid flat, crown side-up.
C. Construct framing members full length without splices.
D. Double members at openings over one sq ft. Space short
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studs over and under opening to stud spacing.
Carlsbad Fire Framing and Sheathin
Station No. 5 06112 -
E. Construct double joist headers at floor and ceiling
openings. ‘Frame rigidly into joists.
F. Construct double joists under wall studding.
G. Bridge joists or framing in excess of 8 feet span at mid
span members. Fit solid blocking at ends of members.
H. Coordinate installation of glue laminated structural uni
3.02 SHEATHING
A. Secure roof sheathing perpendicular to framing members
with ends staggered. Secure sheet edges over firm
bearing. See detail on Drawings.
Secure subf:Loor perpendicular to floor framing with end joints staggered. Secure sheet edges over firm bearing.
Attach sheathing as per details on Drawings.
B.
C. Install plywood per details on Drawings.
3.03 TOLERANCES
A. Framing Members: 1/4 inch maximum from true position.
B. Surface Flatness of Floor: 1/4 inch in 10 feet maximum*
END OF SECTION
Carlsbad Fire Framing and Sheathin
Station No. 5 06112 -
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SECTION 061 93
PLATE CONNECTED WOOD TRUSSES
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PART 1 GENERAL
1.01 WORK INCLUDED
A. Prefabricated wood trusses for roof framing.
B. Bridging, bracing, and anchorage. I
1.02 RELATED WORK
A. Section 06001 - Carpentry Work : Load bearing supports.
B. Section 06112 - Framing and Sheathing: Roof sheathing.
1 .03 REFERENCES
A. ALSC - American Lumber Standards Committee: Softwood
B. ANSI/ASTM A446 - Sheet Steel, Zinc Coated (Galvanized) by
C. FS TT-W-571 - Wood Preservation: Treating Practices.
D. TPI - Truss Plate Institute.
E. UL - Underwriters' Laboratories, Inc.
F. WCLIB - West Coast Lumber Inspection Bureau: Standard
Lumber Standards.,
the Hot-Dip Process, Physical (Structural) Quality.
Grading Rules for West Coast Lumber.
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1.04 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacture of
prefabricated wood trusses with three years minimum
experience.
B. Design trusses under direct supervision of Professional
Engineer experienced in structural framing design of trusses registered in State of California.
C. Lumber Grading Agency: Certified by ALSC.
D. Truss Plates: In accordance with Truss Plate Institute. I
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for loads, seismic zoning, and
other governing load criteria.
Carlsbad Fire Plate Connected Wood Trusse
Station No. 5 06193 -
B. Conform to IJL requirements to achieve rating indicated,
1 -06 SUBMITTALS
A. Submit shop drawings and product data under provisions oJ
Section 01 300.
B. Indicate framing system, sizes and spacing of joists,
loads and joist cambers, bearing and anchor details,
bridging and bracing, and framed openings. Submit design
calculations .
C. Provide technical data on wood preservative materials.
1 -07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
061 00.
B. Store and protect products under provisions of Section
061 00.
C. Transport and store trusses in vertical position resting
on bearing ends .
D. Protect trusses from moisture, warpage, and distortion
during transit and when stored.
PART 2 PRODUCTS
2 . 0 1 ACCEPTABLE MANUFACTURERS
A. Trusses: Trutrus, Inc., 255 E. Chapman Avenue, #331,
Fullerton, CIA 92631 (714) 525-5586. Connectors: Simpsor
Strong-Tie Connectors, Inc.
Substitutions: Under provisions of Section 01 600. B.
2.02 MATERIALS
A. Lumber Grading Rules: WCLIB.
B. Steel Connectors: ANSI/ASTM A446 steel, Grade A; galvanized; as manufactured by Simpson Strong-Tie Connectors, Inc.; must be ICBO accepted.
C. Fasteners: Galvanized for exterior, high humidity, and
treated wood locations; plain finish elsewhere; size and type to suit condition; joist-hanger nails by Simpson for connectors.
Carlsbad Fire Plate Connected Wood Trusse
Station No. 5 06193 -
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D. Bearing Plate Anchors: Toggle bolt type for anchorage to
hollow masonry. anchorage to hold masonry or concrete. Bolts or ballistic
fasteners for anchorages to steel.
Expansion shield and lag bolt type for I
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2.03 WOOD TREATMENT
A. Wood Preservative (Pressure Treatment): FS TT-W-571.
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2.04 FABRICATION
A. Verify dimensions and site conditions prior to
fabrication.
Cut members accurately to length to achieve tight joint I connections.
B.
C. Jig trusses during fabrication to assure accurate
D. Build camber into truss.
configuration.
PART 3 EXECUTION I 3.01 INSPECTION
A. Verify that supports and openings are ready to receive
trusses.
8. Verify sufficient end bearing area.
C. Beginning of installation means acceptance of existing
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conditions. 1 3.02 PREPARATION
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A. Coordinate placement of bearing support items.
3.03 INSTALLATION
A. Install trusses in strict accordance with manufacturer's instructions and as indicated on the Drawings.
B. Place trusses true to line and level.
C. Provide temporary bracing to hold trusses in place until
D. Place permanent bridging, bracing, and anchors to maintain
permanently secured.
trusses straight and in correct position before inducing loads.
E. Do not field cut trusses.
Carlsbad Fire Plate Connected Wood Trusses I Station No. 5 06193 - 2
F. Place headers and supports to frame openings required.
G. Frame openings between trusses with lumber in accordance
with Section 061 14,
H. Coordinate placement of sheathing with work of this
Section.
3 , 0 4 TOLERANCES
A. Framing Members: 1/2 inch maximum from true position.
END OF SECTION
Carlsbad Fire Plate Connected Wood Trussc Station No. 5 06193 -
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SECTION 06400
ARCHITECTURAL WOODWORK I
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PART I GENERAL
1-01 SUMMARY
1.
A. Provide architectural woodwork where shown on the
Drawings, as specified herein, and as needed for a
complete and proper installation.
1.02 SUBMITTALS I A. Comply with pertinent provisions of Section 01300.
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
this Section; 2. Shop Drawings in sufficient detail to show
fabrication, installation, anchorage, and interface 0: work of this Section with the work of adjacent trades I 3. Samples of the proposed materials.
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough11
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:
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1. In addition to complying with pertinent codes and
regulations of governmental agencies having jurisdiction, comply with the "Manual of Woodwork" of
the Woodwork Institute of California for the grades
specified. WIC certification and labels will be required. 2.
1.04 DELIVERY, STORAGE, AND HANDLING I A. Comply with pertinent provisions of Section 01600.
PART 2 PRODUCTS
2.01 GENERAL
A. Fabricate architectural woodwork to "Custom Grade'' standards of the Woodwork Institute of California.
Carlsbad Fire Architectural Woodworl m Station No. 5 06400 - '
B, Materials:
1. On exposed portions, provide laminated plastic by Nevamar and Wilsonart in colors and patterns selectec by the Architect and as indicated on the Drawings, 01
provide equal materials approved in advance by the
Architec:t.
2. On semi--exposed portions, provide the manufacturer's standard cabinet liner as approved by the Architect.
3. Substitutions: Comply with pertinent provisions of Section 01 600.
2.02 CABINETS
A. Fabricate cabinets in flush overlay design with doors and drawer fronts in WIC Type F.
B. At the mill, provide the manufacturer's standard finish hardware appropriate to the cabinet and use.
2.03 COUNTERTOPS
A. Types and Sizes: 1. Shop fabricate countertops and splashes to the types
2. Where splashes are called for, provide coved splash a and dimensions shown on the Drawings.
detailed .
B, In kitchen a.nd dayroom provide "Fountainhead" Decorative Surface (homogenous, thermoset polymer alloy comprised of
polyester and acrylic components mixed with alumina
trihydrate) as manufactured by Nevamar Corporation; in
colors as indicated on the Drawings.
C. For lavatories and locker rooms provide "Corian" (methyl
methacrylate binder) as manufactured by E.I. du Pont de
Nemours & Company, with lucite detail; fabricated to the
types and dimensions shown on., and in colors as indicated
on the Drawings.
2.04 OTHER MATERIALS
A. Provide other 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
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the 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.
Carlsbad Fire Architectural Woodwor
Station No. 5 06400 -
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3.02 FIELD MEASUREMENTS
A. Take necessary measurements in the field to assure proper
dimensions for the Work of this Section.
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3-03 FABRICATION
A. Fabricate the Work of this Section in strict accordance
with the approved Shop Drawings and the referenced
standards.
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3.04 INSTALLATION
A. Install the Work of this Section in strict accordance wit1 the approved Shop Drawings and the referenced standards, anchoring all items firmly into position.
3 0 5 COMPLIANCE
A. The Owner reserves the right to request and pay for an inspection 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
requirements, immediately remove the non-complying items
and immediately replace them with items complying with the specified requirements, all at no additional cost to the Owner, and reimburse the Owner for the cost of the I inspections.
1 END OF SECTION
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Station No. 5 06400 - 3
SECTION 071 15
ELASTOMERIC SHEET WATERPROOFING
PART 1 GENERAL
1.01 WORK INCLUDED
A. CPE waterproof membrane for mortar bed tile applications at Rooms 126 and 127 as indicated on the Drawings.
B. CPE waterproof/isolation membrane for thin set tile
applications at Rooms 106, 108, 109, 111, 114, 124, 125,
and 142, as indicated on the Drawings.
1 .02 RELATED WORK
A. Section 03001 - Concrete: Concrete substrate.
B. Section 093'11 - Ceramic Tile Floor Finish.
1 .03 REFERENCES
A. ASTM Dl004 -- Initial Tear Resistance of Plastic Film and Sheeting.
B. ASTM E96 - Water Vapor Transmission of Materials.
1.04 QUALITY ASSURANCE
A. Membrane Manufacturer: Company specializing in waterproofing sheet membranes with five years experience.
I3. Applicator: Company specializing in application of specified waterproofing appro.ved by manufacturer.
1.05 SUBMITTALS
A. Submit manufacturer's installation procedures under
provisions of Section 01 300 which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Worl
1 .06 ENVIRONMENTAL REQUIREMENTS
A. Do not apply waterproofing during inclement weather or
when air temperature is below 40 degrees F.
1.07 WARRANTY
A. Provide minimum ten year manufacturer's warranty under provisions of Section 01 700.
Carlsbad Fire Elastomeric Sheet Waterproofii
Station No. 5 07115 -
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PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS - MEMBRANE 1
A. The Noble Company, Box 322, Grand Raven, MI 49417.
B. Substitutions: Under provisions of Section 01600,
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I 2.02 MEMBRANE MATERIALS
A. Membrane for Mortar Bed Tile Applications: 40 mil thick
CPE, 40 foot by 60-inch wide roll; "Chloraloy 240" system as manufactured by The Noble Company.
Properties Test Results
Tensile Strength AIVSI/ASTM D412 2200 psi Elongation ANSI/ASTM D412 450 percent Hardness - Shore A ASTM D2240 76 Tear Strength ASTM Dl004 210 lbs/in
Moisture Vapor-perms ASTM E96 0.040
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B. Membrane for Thin Set Tile Applications: 30 mil thick CPE,
100 foot by 60-inch wide roll; "NobleSeal TS" system as
manufactured by The Noble Company.
Properties - Test Results
Tensile Strength ANSI/ASTM D412 1560 psi Elongation ANSI/ASTM D412 365 percent
Hardness - Shore A ASTM D2240 76 Tear Strength ASTM 01004 291 lbs/in
Moisture Vapor-perms ASTM E96 0.032
C. Seaming Materials: Nobleweld 100 CPE solvent welding liquid as manufactured by The Noble Co., or Xylene; refer to manufacturers written installation instructions. I 2.03 ADHESIVE MATERIALS
A. Surface Conditioner: Type compatible with membrane.
B. Adhesive: CPE Adhesive Noblebond 200, as manufactured by
C, Thinner and Cleaner: As recommended by adhesive
The Noble Company.
manufacturer, compatible with sheet membrane. 1 2.04 ACCESSORIES
A. Sealants: As recommended by membrane manufacturer
according to application.
Carlsbad Fire Elastomeric Sheet Waterproofing I Station No. 5 07115 - 2
PART 3 EXECUTION
3 . 01 INSPECTION
A. Verify items which penetrate surfaces to receive
waterproofing are rigidly installed.
B. Verify surfaces are free of cracks, depressions, waves, (
projections which may be detrimental to successful
installation.
C. Do not apply waterproofing to damp, frozen, dirty, dusty
or deck surfaces unacceptable to manufacturer.
r). Beginning of installation means acceptance of substrate.
3.02 PREPARATION
A. Protect adjacent surfaces not designated to receive
waterproof img.
sealant. Use proper depth-width ratio as recommended by
sealant manufacturer .
B. Seal cracks and joints with recommended material and
C. Clean surfaces completely of foreign matter detrimental
installation of membrane.
3.03 INSTALLATION
A. Install membrane waterproofing systems in strict
accordance with manufacturer's instructions.
3.04 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed under
provisions of Section 01 400. .
B. On completion of installation of membrane, fill shower p<
with clean water. After 48 hours, check for leaks.
C. If leaking .is found, patch using new waterproofing
materials; repeat flood test. Repair damage to building
D. When area is proved watertight, drain water.
3.05 PROTECTION
A. Protect finished installation under provisions of Sectioi
01500. After installation, close off area to prevent unauthorized traffic.
END OF SECTION
Carlsbad Fire Elastomeric Sheet Waterproofil Station No. 5 07115 -
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SECTION 0721 3
BATT AND BLANKET INSULATION
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PART 1 GENERAL
1 . 01 WORK INCLUDED
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A. Batt insulation (thermal) in ceiling construction, where
indicated on the Drawings.
3. Batt insulation (sound insulating) for filling interior
wall construction, where indicated on the Drawings.
1 . 02 REFERENCES
A. ASTM C 665-84.
1-03 SYSTEM DESCRIPTION
A. Materials of this Section shall provide a thermal barrier at building ceiling elements, and sound insulatinl barrier in wall spaces, as indicated on the Drawings.
1 -04 SUBMITTALS
A. Submit manufacturer's installation instructions under 0 provisions of Section 01300.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Owens/Corning Fiberglas.
B. Substitutions: Under provisions of Section 01600. 1
2.02 MATERIALS
A. "Noise Barrier Batt Insulation", as manufactured by Owens,
Corning Fiberglas; preformed glass fiber batt; friction fit type without membrane, 4 inches nominal thickness.
B. "Light Density Thermal Insulation", as manufactured by
Owens/Corning Fiberglas; ASTM C 665-84; preformed glass
fiber batt; Type I1 - with non-reflective kraft paper
covering one side; R-19, 6-inch nominal thickness.
C. Nails or Staples: Steel wire; type and size as recommendec
by manufacturer to suit application.
Carlsbad Fire Batt and Blanket Insulatioi
Station No. 5 07213 -
PART 3 EXECUTION
3.01 PREPARATION
A. Verify adjacent materials are dry and ready to receive installation.
B. Verify mechanical and electrical services within walls
have been installed and tested.
3.02 INSTALLATION
A. Install bati-, insulation in accordance with manufacturer': instructions.
B. Install batt: insulation in interior walls and ceiling
C. Trim insulation neatly to fit spaces. Use batts free of
spaces without gaps or voids.
damage.
D. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or voids.
E. Install Light Density Thermal Insulation (R-19) with factory applied membrane facing warm side of building spaces. Lap ends and side flanges of membrane between framing memklers. Staple or nail in place as recommended
by manufacturer. Tape seal butt ends and lapped side
flanges. Tape seal tears or cuts in membrane.
END OF SECTION
Carlsbad Fire Batt and Blanket Insulatio
Station No. 5 07213 -
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SECTION 0751 0
BUILT-UP ASPHALT BITUMINOUS ROOFING I
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PART 1 GENERAI;
1.01 SUMMARY
A. Provide mineral capsheet built-up bituminous roofing wherc indicated on the Drawings, as specified herein, and as needed for a complete and proper installation,
3. Related Work:
1. Section 07600 - Flashing and Sheet Metal.
1.02 SUBMITTALS I A. Comply with pertinent provisions of Section 01300.
B. Product Data: 1. Submit materials list of items proposed to be provide(
2, Submit manufacturer's specifications and other data
under this Section.
needed to prove compliance with the specified requirements.
procedures which, when approved by the Architect, wil:
become the basis for accepting or rejecting actual
installation procedures used on the Work.
3. Submit manufacturer's recommended installation
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughl:
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.
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B. Use a subcontractor approved in writing by the manufacturer of the approved roofing system.
C. Cooperate as required in performance of the specified
inspecting and testing.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
B. Storage of Materials:
1. Stand roll goods on end, and store on a clean floor tl 1 keep ends of rolls free froin foreign matter.
Carlsbad Fire Built-up Asphalt Bituminous Roofin
Station No. 5 07510 -
2. Store roofing materials in a dry place, on raised
platforms, and cover with waterproof tarpaulins, inside or in closed vans, protected from the sun and
the weather. 3. Store cartons, insulation, and drums of asphalt on
raised level platforms, and protect them from weathe with waterproof tarpaulins.
4. Store solvents, emulsions, and coatings in a cool, d
area. 5. Keep lids tightly sealed on all emulsions, cut back
adhesivles, and flashing cements.
1.05 WARRANTY
A. Arrange for, pay all costs for, and secure and deliver tl
the Architect two copies of the standard roof membrane warranty of the approved manufacturer, agreeing to repai: leaks in the installed roofing membrane due to ordinary wear of the elements or workmanship, subject to terms an(
conditions of the warranty, for a period of ten years.
PART 2 PRODUCTS
2 . 01 MINERAL SURFACED ROOFING SYSTEM
A. Acceptable I?roducts:
1. Owens Corning Specification 43-NC Class A.
2. Equal products of other manufacturers when approved :
advance by the Architect. Comply with pertinent provisions of Section 01 600 for proposed substitutions.
2 . 02 OTHER MATERIALS
A. Provide fasteners specifically approved for use under
conditions of the Work by the. governmental agencies havir jurisdiction, Factory Mutual, and the manufacturer of thc
approved materials of this Section.
B. Provide cant: strips recommended by the manufacturer of tk
approved roofing system and approved in advance by the Architect.
C. Provide other materials not specifically described but
required for: a complete and proper installation, as selected by the Contractor subject to the approval of the
Architect.
Carlsbad Fire Built-up Asphalt Bituminous Roofin
Station No. 5 07510 -
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PART 3 EXECUTION
3.01 SURFACE CONDITIONS I
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A, Examine the areas and conditions under which the Work of
this Section will be performed. Correct conditions
detrimental to the timely and proper completion of the
Work. Do not proceed until unsatisfactory conditions are I corrected.
B. Do not commence installation of roofing over roof
sheathing until substrata are sufficiently dry to receive
this installation.
3.02 INSTALLATION, GENERAL
A, Verify that substrata are dry, smooth, clean, and free
from sharp projections and depressions, properly graded tc
outlets, and that metal fittings are in proper place prioi to start of roofing installation,
B. Verify that bitumen kettle has a thermometer in good working order.
3.03 INSTALLATION OF ROOFING
A. Install the approved roofing system in strict accordance
with pertinent requirements of the governmental agencies
having jurisdiction and with the manufacturer's installation recommendations as approved by the Architect.
3.04 FIELD QUALITY CONTROL
A, During progress of the Work of this Section, make visual inspections as necessary, and verify that:
1. All materials used comply with the specified
2. All materials are properly stored and handled;
30 Bitumen kettles are maintained at proper temperature;
4, Bitumens are applied uniformly, without voids or
skips, and in the proper quantity;
5, The proper number and types of plies are installed,
with the specified overlaps; 6. The proper number, type, and spacing of fasteners are used; 7. Associated flashings and sheet metal are installed in a timely manner in accordance with the specified requirements;
on the same day and not installed in phases.
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requirements;
8. All elements of the Work of this Section are completed
Carlsbad Fire Built-up Asphalt Bituminous Roofing
Station No. 5 07510 - 3
B. The Owner rieserve the right to require test cuts to be
made in the installed work of this Section. 1, Make suieh test cuts, when so directed by the Architeiet, in dimension of 4 x 42 inches, at right angles to the length of the plies, and only at
locations where directed by the Architect.
2. Provide temporary protection at the site of test cut
as needed to prevent penetration of water until
repairs are made or new roof system is installed.
3. Upon approval of the test cut sample, immediately repair the site of the test cut to the same degree o protection as is provided by the roofing system.
END OF SECTION
Carlsbad Fire Built-up Asphalt Bituminous Roofi
Station No. 5 07510 -
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SECTION 07600
FLASHING AND SHEET METAL I
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' PART 1 GENERAL
1,Ol SUMMARY
A, Provide flashing and sheet metal not specifically
described in other Sections of these Specifications but required to prevent penetration of water through the exterior shell of the building.
1 , 02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product Data - Submit:
1. Materials list of items proposed to be provided under
this Section; 2, Nanufacturer's specifications and other data needed t<
prove compliance with the specified requirements;
3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface oJ the work of this Section with the work of other
trades ; 4, Manufacturer's recommended installation procedures
which, when approved by the Architect, will become thc basis for accepting or rejecting actual installation procedures used on the Work.
1-03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough11
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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 I of this Section.
B. In addition to complying with pertinent codes and
regulations, comply with pertinent recommendations
contained in the current edition of "Architectural Sheet
Metal Manual" published by the Sheet Metal and Air-
conditioning 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
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
Carlsbad Fire Flashing and Sheet Metal 8 Station No 5 07600 - I
PART 2 PRODUCTS
2.01 MATERIALS AND GAGES
A. Where sheet metal is required, and no material or gage i indicated on the Drawings, provide the highest quality a gage commensurate with the referenced standards.
2.02 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 '
hot-dip galvanize to all surfaces.
2, Weight: Provide not less than 1-114 oz per sq ft, n' more than 1-1/2 oz per sq ft, to surfaces required t( be galvanized.
3. Comply with ASTM Al23-84.
2.03 NAILS, RIVETS, AND FASTENERS
A. Use only soft iron rivets having rust-resistive coating,
galvanized nails, and cadmium-plated screws and washhers in connection with galvanized iron and steel.
2.04 FLUX
A. Where flux is required, use raw muriatic acid.
2.05 SOLDER
A. Where solder is required, comply with ASTM B32.
2.06 OTHER MATERIALS
A, Provide other 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
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the 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.
Carlsbad Fire Flashing and Sheet MetE
Station No 5 07600 -
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3.02 WORKMANSHIP
A, General:
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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 accurate fit and soldering securely.
2. Unless otherwise specifically permitted by the
Architect, turn exposed edges back 1/2 inch. €3. Form, fabricate and install sheet metal so as to adequately provide for expansion and contraction to the finished Work.
C. Weatherproofing:
1. Finish watertight and weathertight where so required.
2. Make lock seams work flat and true to line, sweating full of solder. 3. Make lock seams and lap seams, when soldered, at leasi
1/2 inch wide.
4, Where lap seams are not soldered, lap according to pitch, but in no case less than 3 inches.
5. Make flat and lap seams in direction of flow,
D. Joints:
1, Join parts with rivets or sheet metal screws where
necessary for strength and stiffness.
2. Provide suitable watertight expansion joints for runs
of more than 40'-0", except where closer spacing is
indicated on the Drawings or required for proper
installation.
E. Nailing:
1. Whenever possible, secure metal by means of clips or
2. In general, space nails, rivets, and screws not more
E.
cleats, without nailing through the exterior metal.
than 8 inches apart and, where exposed to the weather
use lead washers.
3. For nailing into wood, use barbed roofing nails 1-1/4
inch long by 11 gage.
4, For nailing into concrete, use drilled plugholes and
plugs .
3.03 EMBEDMENT
A. Embed metal in connection with roofs in a solid bed of
sealant, using materials methods described in Section
07920 of these Specifications or other materials and
methods approved in advance by the Architect.
Carlsbad Fire Flashing and Sheet Meta
Station No 5 07600 -
3 . 04 SOLDERING
A. General:
1. Thoroughly clean and tin the joint materials prior t
2. Perform soldering slowly, with a well heated copper,
3.
4. Make exposed soldering on finished surfaces neat, fu
soldering.
in order to heat the seams thoroughly and to
completely fill them with solder.
Perform soldering with a heavy soldering copper of blunt design, properly tinned for use.
flowing, and smooth.
B. After soldering, thoroughly wash acid flux with a soda
solution.
3.05 TESTS
A. Upon request of the Architect, demonstrate by hose or
standing water that flashing and sheet metal are
completely watertight.
END OF SECTION
Carlsbad Fire Flashing and Sheet Meta
Station No 5 07600 -
SECTION 07724
ROOF HATCHES I
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1. PART 1 GENERAL
1.01 WORK INCLUDED
A. Prefabricated roof hatches, with integral support curbs,
operable hardware, and counterflashings.
1.02 RELATED WORK
A. Section 05500 - Metal Fabrications: Metal curbs.
B. Section 06001 - Carpentry Work: Wood curbs.
C. Section 07600 - Flashing and Sheet Metal: Flashing to roo:
system.
D. Section 07510 - Built-up Asphalt Bituminous Roofing: Roof
system.
E. Section 09900 - Painting: Field painting.
PART 2 PRODUCTS I 2.01 MATERIALS
A. Provide galvanized sheet metal roof hatch, factory prime coated for finish painting at the job site.
2.02 ACCEPTABLE MANUFACTURERS
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I A. Bilco Type "S"-20, 30 x 36 inches.
B, Equal products of other manufacturers when approved in
advance by the Architect.
provisions of Section 01600.
Comply with pertinent I
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2.03 FABRICATION
A. Fabricate free of visual distortions and defects. Weld
corners and joints.
B. Provide for removal of condensation. I C. Provide weathertight assembly.
Carlsbad Fire Roof Hatches
Station No. 5 07724 - 1
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with manufacturer's instructions.
Coordinate with installation of roofing system and relat
flashings. Provide weathertight installation.
B. Apply bituminous paint on metal surfaces of units in
contact with cementitious materials and dissimilar metal
END OF SECTION
Carlsbad Fire Roof Hatcht
Station No. 5 07724 -
SECTION 07800
INSULATED TRANSLUCENT PANEL SKYROOF SYSTEM E
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I. PART 1 GENERAL
1.01 DESCRIPTION
A. All requirements of the Contract Documents form an
integral part of the Work of this Section; in particular,
refer to the General Conditions and Division 1 of the
Specifications, including all subdivisions thereof.
insulated sandwich panels factory fabricated by bonding flat fiberglass reinforced plastic faces to each side of i
structural extruded aluminum grid pattern.
C. Requests for compliance to these specifications must be approved by addendum no later than IO days prior to bid due date and in keeping with Division 1 of the
B. The skyroof system is to include 2-3/4-inch thick
R Specifications.
D. Work Included: Supply all labor and materials required tc deliver and install the insulated skyroof system. Major items included are:
1. Insulated translucent skyroof panels and joinery;
2. Installation system; 3. Aluminum flashing,
E. Related Work Specified Elsewhere:
1. Section 05120 - Structural Steel.
2. Section 06001 - Carpentry Work: Curbs and supporting
3. Section 06112 - Framing and Sheathing.
4. Section 07510 - Built-up ,Asphalt Bituminous Roofing.
5. Section 07600 - Flashing and Sheet Metal.
members.
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1.02 QUALITY ASSURANCE
A. Standard of Quality: This Section is based upon a system
manufactured by the Kalwall Corporation of Manchester, Ne Hampshire, and establishes a standard of quality. Confsn
to pertinent provisions of Section 01600 concerning I substitution.
B. Manufacturer's and Erector's Qualifications:
1. Skyroof System Manufacturer: Listed by recognized
building code or regulatory authorities such as the International Conference of Building Officials, Southern Building Code Congress, and Underwriters Laboratories, which require quality control inspections by an approved agency for sandwich panel construction and systems.
Carlsbad Fire Insulated Translucent Panel Skyroof Syste
07800 - 1 Station No. 5
2. Quality Control Inspections and Testing: Conducted a
least once per year, including manufacturing facilities, sandwich panel components and production sandwich panels, for conformance with "Acceptance Criteria for Sandwich Panels" as regulated by the Uniform Building Code, ICBO, and Underwriters Laboratories.
3. Materials and Products: Manufactured by a company
continuously and regularly employed in the manufactu of similar materials for a period of at least ten consecutive years; and which can show evidence of these materials being satisfactorily used on at leas. ten projects of similar size, scope, and type within such a period, at least five of such projects exhibiting successful use for five years or longer.
4. Erection: Performed by an installer which has been ii the business of erecting similar materials for at
least five consecutive years; and can show evidence f
satisfactory completion of projects of similar size,
scope, type, and be fully responsible for installing all material in accordance with the manufacturer's instructions.
C. Performance Requirements: The manufacturer is responsib'
for the conEiguration and fabrication of the complete
skyroof system design and material.
1 . 03 SUBMITTALS
A. Submit shop drawings, panel and joinery samples, and colc chips in accordance with Section 01600.
B. Test reports are to be furnished by the skyroof system
manufacturer in accordance with Section 01600; certified
test reports made by an independent testing organization for each type and class of panel systems; such reports
verifying that the materials will meet all performance
requirements of this specification. Previously complete(
test reports will be acceptable if current and indicativc of products used on this project. Test reports required are to be based on sandwich panels and include: 1. Flame Spread and Smoke Development (ASTM E84) with UI
2. Burn Extent (ASTM D635);
3. Color Dnfference (ASTM D2244);
4. Impact Strength (SPI Method);
5. Bond Strength (ASTM C297 and ASTM 01002); 6. Accelerated Aging (ASTM D1037);
7. Beam Bending Strength (ASTM D72);
8. Insulation "U" Factor (ASTM C236);
9. Class A Roof Covering Burning Brand (ASTM E108) with
10. UL Test No. 790 "Fire Resistance of Roof Covering
1 is ting ;;
UL Listing;
Materials ; "
Carlsbad Fire Insulated Translucent Panel Skyroof Syste
Station No. 5 07800 -
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11. ICBO Research Report and Listing.
Note: Test results based on face sheet performance only
will not be acceptable.
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PART 2 MATERIALS I 2.01 TRANSLUCENT FACING
A. Translucent Faces: Manufactured by insulated skyroof
system fabricator specially for architectural use.
Standard commercial grade sheets will not be acceptable,
nor those faced with Tedlar.
B. Flammability: Interior face sheet will have a flamespread rating no greater than 45 and smoke development no greatei
than 350 when tested in accordance with ASTM E84. Burn
extent by ASTM D635 will be no greater than 1".
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C. Weatherability: The white exterior faces for Class A built-up roof
systems will not change color more than 7.0 units (Delta E by ASTM D2244) after five years outdoor
weathering South Florida at 7 degrees facing south
determined by the average of at least three white
samples.
thermoset acrylic protective surface - minimum
thickness 1.2 mils - for maximum resistance to erosior
and weather, applied in the factory under controlled temperature conditions.
field refinishable if damaged. A laminated film such
as Tedlar will not be acceptance, since it cannot be
repaired in the field.
2. The exterior faces will have a high performance
This coating must be fully I.
D. Appearance:
1. Face Sheets: Uniform in color to prevent splotchy
appearance. 2. Exterior Face Sheets: .050 inch thick and white in color. Interior face sheets -045 inch thick and crystal in color. Faces will not vary more than +/- IC
percent in thickness. Faces are to be completely free of ridges and wrinkles which prevent proper surface contact in bonding to the
aluminum grid core.
which collect moisture and dirt will not be
acceptable.
3.
Clusters of air bubbles/pinholes
E. Strength: The exterior face sheet is to be uniform in strength and repel an impact equal to 60 ft lbs without fracture or tear in accordance with SPI Shatter Resistance Test. Tests relating to failure only at complete
penetration will not be adequate.
Carlsbad Fire Insulated Translucent Panel Skyroof Systex 1 Station No. 5 07800 - 3
2.02 NON-COMBUSTIBLE GRID CORE
A. 6063-T6 aluminum I-beams, with provisions for mechanical interlocking of muntin-mullion and perimeter to prevent high and low intersections which do not allow full bondi surface to contact with face material. Width of I-beam less than 7/16 inch. I-beam grid machined to tolerances I
no greater than +/- -002 inch for flat panels. Cardboard
grid core is not acceptable.
2.03 ADHESIVE BOND OF FIBERGLASS TO ALUMINUM GRID CORE
A. The laminate adhesive to bond fiberglass to aluminum wil be heat and pressure resin-type engineered for structura sandwich panel use; and passing testing requirements
specified by the ICBO "Acceptance Criteria for Sandwich
Panel Adhesive". Minimum strength:
1. 750 psi tensile strength by ASTM C297 after two
exposures to six cycles each of the aging conditions prescribed by ASTM Dl 037.
ASTM D1002: a. 50 percent relative humidity at 73 degrees F;
b. Accelerated Aging by ASTM D1183;
c. 182 degrees F;
d. Full Cycle Soak;
5. 500-Hour Oxygen Bomb.
2. 500 psi shear strength average of five exposures by
2.04 SANDWICH PANEL CONSTRUCTION
A. Thermal and Solar Criteria: "U" factor of 0.24 BTU, ligh. transmission of 20 percent, and shading coefficient of
0.27.
B. Panels: Truie sandwich panel of flat fiberglass sheet
bonded to a grid core of mechanically interlocking aluminum I-beams and laminated under a controlled procesr of heat and pressure. Tape bond systems are not allowed
Testing will pass Article 2.03 above.
C. Translucent Sandwich Panel Deflection: Not to exceed 3.5 inches at 35 lbs per sq ft loading, and not exceeding 0.'
inch set deflection of five minutes after load release pf ASTM E72 with a 12-inch clearspan, tested flat.
D. Grid Pattern: Nominal 8 inch x 20 inch Shoji Design and
symmetrical about the horizontal center line of each flal
panel. Grid pattern to be nominal 12 inch by 24 inch
Shoji for curved panels.
E. Adhesive Bonding Line: Straight, covering the entire wid1
of the I-beam, and having neat, sharp edge. In order to
ensure bonding strength, white spots at intersections of
muntins and mullions are not to exceed 4 for each 40 square feet of panel, nor be more than 3/64 inch in widtl
Carlsbad Fire Insulated Translucent Panel Skyroof Systc
Station No. 5 07800 -
F. Skyroof Panels and Aluminum Perimeter Frame: Pre-
assembled where practical and sealed at the factory;
shipped to the jobsite in rugged shipping units and ready
for erection.
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2.05 BATTENS AND PERIMETER CLOSURE SYSTEMS
A. Extruded 6063-T6 and 6063-T5 aluminum screw clamp-tite 1 closure system.
B. Aluminum closures are to be supplied with 300 Series
stainless steel screws (excluding final fasteners to the
building) and factory sealed to the panels. Field install aluminum battens and cap plates.
C. Shop paint all exposed aluminum with manufacturer's
quality corrosion-resistant finish; color to match paint
color P-1 as indicated on the Drawings.
2.06 FLEXIBLE SEALING TAPE
A. Manufacturer's standard, pre-applied to closure system in the factory under controlled conditions.
2.07 COMPLETE SKYROOF SYSTEM
A. The complete skyroof system as normally installed, including three translucent panels and a "TI' joint intersection of it's extruded aluminum clamping battens, will have been successfully tested in accordance with ASTE E108 and UL 790, and be currently listed by Underwriters
Laboratories as a "Class A Built-up Roof Covering."
B. Copies of the above tests and the UL listing cards are to
have been submitted to and approved by the governing building department authorities having jurisdiction, for
this specific application. .
1.
PART 3 EXECUTION
3.01 PREPARATION
A. The Contractor is responsbile for all openings and/or curt conditions, including isolating dissimilar materials from aluminum system which may cause damage by electrolysis.
3.02 PRODUCT HANDLING
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A. Comply with pertinent provisions of Section 01600.
B. Store skyroof panels on their longest edge; blocked several inches above the surface, spaced, blocked, and under sufficient cover to prevent warping.
Carlsbad Fire Insulated Translucent Panel Skyroof Systei
Station No. 5 07800 -
3.03 ERECTION
A. The erector will erect the translucent skyroof system in
strict accordance with approved shop drawings supplied b: the manufacturer. Fastening and sealing are to be in
strict accordance with the manufacturer's shop drawings. Clean all aluminum before sealants are applied.
B. After other trades have completed work on adjacent
material, carefully inspect the translucent panel
installation and make adjustments necessary to insure proper installation and weather-tight conditions.
C, All staging, lifts, and hoists required for the complete insulated skylight system installation, including staginc
etc,, necessary for field measuring, are to be provided by, set up and maintained by the erection contractor.
END OF SECTION
Carlsbad Fire Insulated Translucent Panel Skyroof Syst Station No, 5 07800 -
E
SECTION 07920
SEALANTS AND CALKING 1
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8. PART 1 GENERAL
1.01 SUMMARY
A. 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.
1 . 02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product Data - Submit: 1. Materials list of items proposed to be provided under
2. Manufacturer's specifications and other data needed tl
3. Manufacturer's recommended installation procedures
this Section;
prove compliance with the specified requirements;
which, when approved by the Architect, will become thj 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 eacl
bond breaker proposed to be used.
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughl:
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
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I of this Section.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
B. Do not retain at the job site material which has exceeded U the shelf life recommended by its manufacturer.
Carlsbad Fire Sealants and Calkin(
Station No. 5 07920 - '
PART 2 PRODUCTS
2.01 SEALANTS
A. Provide the following materials manufactured by Products Research & Chemical Corporation, or equals approved in advance by the Architect, where indicated and where otherwise required for a complete and proper installatio
Materia .1 Location of Use
1. PRC Rubloer Calk 6000 Throughout the Work, exce: where other sealant is specified, where anticipa
joint movement will be 25
percent or less; 2. PRC Rubber Calk 7000 Throughout the Work excep where other sealant is specified, where anticipa,
joint movement will be 50
percent or less; 3. PRC Rubber Calk 270 Horizontal joints exposed
to pedestrian traffic, an(
all joints subject to
immersion;
joints subject to extreme movement; 5. PR-851 Duct Seal Pipes and conduits pene-
trating underground walls
6. PR-855 ]?ire Stop Seal Pipes and conduits pene-
trating fire separations; 7, Polyethylene Backer Rod 'Where required to prevent 3-point adhesion.
4. PRC Rubber Calk 210 Vertical and horizontal
3. For other services, provide products especially formulatt
for the proposed use and approved in advance by the
Architect.
C. Colors:
1. Colors for each sealant installation will be selectec
by the Architect from standard colors normally
avai1ab:Le from the specified manufacturer.
2. Should such standard color not be available from the approved manufacturer except at additional charge, provide such colors at no additional cost the Owner.
exposed installations where so approved by the Architect, use standard gray or black sealant.
3. In concealed installations, and in partially or full]
Carlsbad Fire Sealants and Calkir
Station No. 5 07920 -
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2.02 PRIMERS
A. Use only those primers which have been tested for durability on the surfaces to be sealed and which are specifically recommended for this installation by the manufacturer of the sealant used.
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2.03 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.
2.04 MASKING TAPE
A. For masking around joints, provide an appropriate masking tape which will effectively prevent application of sealanl on surfaces not scheduled to receive it, and which is
removable without damage to substrate.
2.05 OTHER MATERIALS
A. Provide other materials not specifically described but required for a complete and proper installation, as
selected by the Contractor subject to the approval of the
Architect.
0 PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the Work of this Section will be performed. Correct conditions
detrimental to timely and proper completion of the Work.
Do not proceed until unsatisf.actory conditions are corrected.
3 . 02 PREPARATION
A. Concrete and Ceramic Tile Surfaces:
1. Install only on surfaces which are dry, sound, and
2. At open joints, remove dust by mechanically blown
well brushed, wiping free from dust.
compressed air if so required. I
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.
Carlsbad Fire Sealants and Calkinc I Station No. 5 07920 - :
B. Steel Surfaces: 1. Steel Surfaces in Contact With Sealant: a. Sandblast as required to achieve acceptable surface for bond. b. If sandblasting is not practical, or would damagt
adjacent finish, scrape the metal or wire brush 1
remove mill scale and rust.
c. Use solvent to remove oil and grease, wiping the
surfaces with clean white rags only.
2. Remove protective coatings on steel by sandblasting ( by using a solvent which leaves no residue.
C. Aluminum Surfaces:
1. Aluminurn 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 sealai
2. Use only such solvents to remove protective coatings as are recommended for that purpose by the manufacturer of the aluminum work, and which are non- staining.
3.03 INSTALLATION OF BACKUP MATERIAL
A. When using hackup of tube or rod stock, avoid lengthwise stretching of the material. Do not twist or braid hose (
rod backup stock.
B. Installation Tool:
1. For installation of backup material, provide a blunt-
surfaced tool of wood or plastic, having shoulders designed to ride on the adjacent finished surface anc
a protrusion of the required dimensions to assure uniform depth of backup material below the sealant.
2. Do not, under any circumstances, use a screwdriver 03 similar tool for this pur.pose.
3, Using the approved tool, smoothly and uniformly placc
the backup material to the depth indicated on the
Drawings or as otherwise required, compressing the
backup material 25 to 50 percent, and securing a
positive fit.
3.04 PRIMING
A. Use only the primer approved by the Architect for the
particular installation, applying in strict accordance
with the manufacturer's recommendations as approved by tl
Architect.
3.05 BOND-BREAKER INSTALLATION
A. Provide an approved bond-breaker where recommended by thc manufacturer of the sealant, and where directed by the
Architect, adhering strictly to the manufacturer's installation recommendations.
Carlsbad Fire Sealants and Calkir
Station No. 5 07920 -
i 3.06 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.
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B. Equipment:
1. Apply sealant under pressure with power-actuated hand
gun or manually-operated hand gun, or by other
appropriate 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 appearancc
of primer or sealant on adjacent surfaces would be
objectionable.
manufacturer's recommendations, thoroughly filling joints
to the recommended depth.
D. Install the sealant in strict accordance with the
E. Tool joints to the profile shown on the Drawings, or as
otherwise required if such profiles are not shown on the
Drawings.
0 3.07 CLEANING UP
A. Remove masking tape immediately after joints have been
B. Clean adjacent surfaces free from sealant as the
tooled.
installation progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used.
C. Upon completion of the Work of this Section, promptly
remove from the job site a11 debris, empty containers, and
surplus material derived from this portion of the Work.
END OF SECTION
Carlsbad Fire Sealants and Calking
Station No. 5 07920 - 5
SECTION 081 00
METAL DOORS AND FRAMES
PART 1 GENERAL
1.01 SUMMARY
A. Provide metal doors, and metal door and window frames
(hollow metal frames and knockdown steel frames [KDS] as
indicated on Door Schedule of the Drawings) which are nc specifically described in other Sections of these Specifications, where shown on the Drawings, as specifie
herein, and as needed for a complete and proper installation.
1.02 SUBMITTALS
A.
B. Product Data: Within 35 calendar days after the
Comply with pertinent provisions of Section 01300.
Contractor has received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided unde this Section; 2. Manufacturer's specifications and other data needed prove compliance with the specified requirements;
3. Shop Drawings showing details of each frame type,
elevations of door designs, details of openings, and
details of construction, installation, and anchorage
which, when approved by the Architect, will become t basis for accepting or rejecting actual installation procedures used on the Work.
4. Manufacturer's recommended installation procedures
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough
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 Wor:
of this Section.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
Carlsbad Fire Metal Doors and Framl
Station No, 5 08100 -
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PART 2 PRODUCTS
2.01 METAL DOORS I
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A. Type and Design:
1. Provide full-flush design, in dimensions and types shown on the Drawings, in 18 gage for interior doors and 16 gage for exterior doors, properly reinforced for the finish hardware descried in Section 08710 of these Specifications.
I.
B, Finish: Pre-clean and shop prime each door for finish
painting which will be performed at the job site under
Section 09900 of these Specifications.
1. Standard products of Dittco Products, Inc., 739 East
Francis Street, Ontario, CA 91 761 , (71 4) 923-1 51 7;
2. Equal products of Amweld Division of American Welding and Manufacturing Company, Ceco Corporation, or other manufacturers when approved in advance by the Architect.
C. Acceptable Products:
2 . 02 METAL FRAMES
A. Provide frames of the types and dimensions shown on the
Drawings, labeled or non-labeled as indicated on the Door
Schedule in the Drawings, in 18 gage for interior doors
and 16 gage for exterior doors, properly reinforced for the finish hardware described in Section 08710 of these
Specifications.
B. Acceptable Products: 1, Hollow Metal Frames: Provide hollow metal frames where indicated on the Drawings; as manufactured by Dittco Products, Inc.
2. Knock-Down Steel (KDS) Daors: Provide knock-down steel doors where indicated on the Drawings; Type DW18-4, ?E
gage for 1-3/4 inch doors, as manufactured by
Steelcraft, 9017 Blue Ash Road, Cincinnati, Ohio
45242.
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C. Finish: Pre-clean and shop prime each frame for finish painting which will be performed at the job site under Section 09900 of these Specifications; colors as noted on
Finish Schedule on the Drawings. I
2.03 FINISH HARDWARE
A. Secure templates from the finish hardware supplier, and accurately install, or make provision for, all finish hardware at the factory.
Carlsbad Fire Metal Doors and Frames 1 Station No, 5 08100 - 2
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the 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.
3.02 INSTALLATION
A. Placing Frames:
1. Where practicable, place frames prior to constructioi
of enclosing walls and ceilings. 2. Set frames accurately into position, plumbed, alignec and braced securely until permanent anchors are set.
3, After wall construction is completed, remove temporal braces and spreaders, leaving surfaces smooth and
undamagled.
adjacent construction with machine screws and suitab anchorage devices. Provide 'IZ" fillers at each scre location. 5. When installed in prepared openings in concrete construction, provide sealent between frame and concrete in accordance with provisions of Section 07900 of these Specifications.
4. At in-place construction, set frames and secure to
3.03 ADJUST AND CLEAN
A. Final Adjustments:
1. Check and readjust operating finish hardware items i work just prior to final inspection.
2. Leave work in complete and proper operating conditio
3. Remove defective work and replace with work complyin
with the specified requirements.
B. Immediately after erection, sand smooth all rested and
damaged areas of prime coat and apply touchup of compatible air-drying primer.
END OF SECTION
Carlsbad Fire Metal Doors and Fram
Station No. 5 08100 -
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I* SECTION 08210
WOOD DOORS
I PART 1 GENERAL I 1.1 SUMMARY
A. Provide wood doors, complete in place with finish hardware installed, where shown on the Drawings, as specified here-
in, and as needed for a complete and proper installation.
1. Documents affecting work of this Section include, but B. Related work:
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are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. I 2. Section 08710: Finish hardware.
1.2 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product data: Within 35 calendar days after the Contract<
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 tc
prove compliance with the specified requirements;
3. Samples, approximately 8" x 8" in size, of each of thc
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I proposed door face materials.
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough11 trained and experienced in the necessary crafts and who a:
completely familiar with the specified requirements and t: methods needed for proper performance of the work of this Section.
B. In addition to complying with pertinent codes and regula- tions of governmental agencies having jurisdiction, compl
with: 1. "Manual of Millwork" of the Woodwork Institute of
California, for the grade or grades specified.
2. Certification and labels wi.11 be required.
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a 1.4 DELIVERY, STORAGE, AND HANDLING;
A. Comply with pertinent provisions of Section 01600.
Wood Door Carlsbad Fire Station No. 5 08210-
B. Delivery: 1. Deliver doors to site after plaster and cement are dr: and after the building has reached average prevailing
humidity of its locality.
Deliver prefinished doors in manufacturer's original
containers, clearly marked with manufacturer's name,
brand name, size, thickness, and identifying symbol 0: the covering.
Seal all four edges of unfinished doors when delivere to the job site.
2.
3.
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 varj
ations in heat, dryness, and humidity,
Do not drag doors across one another; lift doors and car]
them into position. D.
PART 2 PRODUCTS
2.1 FLUSH WOOD DOORS
A. Provide flush wood doors of the types, designs, and thic
nesses shown on the Door Schedule in the Drawings, label
or non-labeled as indicated and required, and in solid
core or hollow core as shown on the Door Schedule,
Except as may be shown otherwise on the Drawings
fabricate the work of this Section to "custom grade" sta
ards of the referenced organization.
C. For hollow core doors, provide core construction as need to accommodate finish hardware described in Section 0871 of these Specifications.
B. Grade:
De Species:
1. Where "paint grade" or "opaque finish" are called fc
on the Drawings, provide Birch or Beech faces for
opaque finish. For all other flush wood doors, provide rift cut Wh.
Oak faces for transparent finish.
Site finish or mill finish wood doors in accordance wit1
provisions of Section 09900 of these Specifications.
2.
E.
2.2 STILE AND RAIL DOORS
A. Provide paint grade stile and rail doors of the types,
signs, and thicknesses shown on the Drawings, fabricate
Wood Do
Carlsbad Fire 0821 Station No, 5
from Pine, Douglas Fir, or other wood approved in advance by the Architect, and glazed with single lite tempered
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PART 3 EXECUTION I 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 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" maximi 2. Machine doors €or hardware in accordance with recom- mendations of the hardware manufacturers, as those
recommendations have been approved by the Architect.
B. Receive and retain custody of finish hardware furnished fc
the work of this Section under Section 08710 of these Spec
ifications and, except as otherwise directed by the Archi-
tect, install all such finish hardware in strict accordanc
with the recommendations of its manufacturer.
Replace or rehang doors which are hingebound and do not
swing or operate freely.
1.
C,
3.3 COMPLIANCE
A. The Owner reserves the right to request and pay for an in.
spection by a representative of the referenced organizatic
to determine that the work of this Section has been per- formed in accordance with the specified standards.
B, In the event such inspection determines the work of this
Section does not comply with the specified requirements, immediately remove the non-complying items and replace thc
with items complying with the specified requirements, all at no additional cost to the Owner, and reimburse the Own( for the cost of the inspection.
END OF SECTION
Wood Door 08210- Carlsbad Fire I Station No. 5
SECTION 0 8 2 13
PLASTIC FACED WOOD DOORS
PART 1 GENERAL
1.1 SUMMARY
A. Provide plastic faced wood doors, complete in place with finish hardware installed, where shown on the Drawings, a specified herein, and as needed for a complete and proper installation,
B. Related work: 1. Documents affecting work of this Section include, bul 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 Contrac has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided unde
this Section; 2. Manufacturer's specifications and other data needed prove compliance with the specified requirements;
3. Samples, approximately 8" x 8" in siz'e, of each of the proposed door face materials.
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorougk
trained and experienced in the necessary crafts and who completely familiar with the specified requirements and methods needed for proper performance of the work of thj Section.
In addition to complying with pertinent codes and regulz
tions of governmental agencies having jurisdiction, comi with:
1. "Manual of Millwork" of the Woodwork Institute of Cl ifornia, for the grade or grades specified.
2. Certification and stamps will be required.
B.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
Carlsbad Fire Plastic Faced Wood Do Station No, 5 0821
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Bo Delivery:
1. Deliver doors to site after plaster and cement are dri and after the building has reached average prevailing
relative humidity for its locality.
Deliver doors in manufacturer's original containers, clearly marked with manufacturer's name, brand name, size, thickness, and identifying symbol on its cover.
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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. Lift doors and carry them into position. Do not drag dooi across one another,
I PART 2 PRODUCTS
2.1 LAMINATED PLASTIC FACED DOORS
A. Provide laminated plastic faced doors of the types, desig:
and thicknesses shown on the Door Schedule in the Drawing labeled or non-labeled as indicated and as required, and
solid core or hollow core as shown on the Door Schedule.
Except as may be shown otherwise on the Drawings, fabriea the work of this Section to "custom grade" of the refer-
enced organization.
C. For hollow core doors, provide core construction as neede
to accommodate finish hardware described in Section 08710 of these Specifications.
1, On both faces, provide 1/16" thick laminated plastic manufactured by Wilsonart Division of Ralph Wilson Plastics, or an equal approved in advance by the ArcP itect, in colors and patterns selected by the Archi-
tect from standard colors and patterns of the approve plastics manufacturer.
plastic or, when specifically approved in advance by the Architect, provide prefinished hardwood. On tops and bottoms of doors, provide a positive seal er applied after completion of machining and fitting,
B. I@
D. Faces:
2. On both vertical edges, provide matching laminated
3.
Plastic Faced Wood Do01 Carlsbad Fire Station No. 5 08213-
or walls for the passage of piping, tubes, etc. The
of any opening is not to be larger than absolutely
necessary for the proper fitting of the piping, tubes etc. The Contractor shall furnish plans and elevatio where necessary, showing the sizes and locations of a cans and required fittings through the building structure, and the locations and sizes of all inserts hanger rods, anchors and other suspension points.
3.06 TESTING:
A. The contractor shall furnish all labor, materials, an
equipment necessary and perform all ,required testing
all piping, fixtures, equipment, and accessories
installed under this section of the specification. A such plumbing installations shall be tested, repaired
and adjusted to the satisfaction of the Owner's representative and all governing authorities. +
B. The Contractor shall perform all pressure tests requi: by codes, utility companies, and local governing authorities.
C. Leaks shall be repaired by remaking with new material No makeshift leak stopping methods are acceptable.
D. Should any piece of equipment or material fail in any the tests, it shall be immediately removed and replacc with new; the system shall again be tested by the Contractor. Damaged equipment and materials shall be
considered as "totally damaged" and any variance from
this clause shall be made only with written approval (
the Architect.
E. Provide a "Holiday" leak detection test on all underground wrapped steel piping prior to backfill.
3.07 STERILIZATION OF DOMESTIC WATER LINES:
A. Sterilize all domestic water lines from the meter to i
outlets. This work shall be performed by an independi company specializing in this work.
B. Submit sterilization report to Architect for approval indicate that the Coliform-Aerogenes organisms are negative, that the total plate count is less than 100 bacteria per cc, that the water is safe for consumptic
Carlsbad Fire PLUM
station NO. 5 15401
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I PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimenta
to timely and proper completion of the Work. Do not pro-
ceed until unsatisfactory conditions are corrected.
1.
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3.2 INSTALLATION
A. Fitting and machining laminated plastic faced doors: 1. Using measurements obtained in the field from install frames, machine the doors at the factory to fit the p
and vertical edges. 2. Replace or rehang doors which are hingebound and do n
L scribed frames with proper clearance at top, bottom,
I swing or operate freely.
B. Finish hardware:
1. Receive and retain custody of finish hardware furnish ed under Section 08710 of these Specifications for th work of this Section. 2. Except as otherwise directed by the Architect, instal finish hardware in accordance with its manufacturers' recommendations. I 3.3 ADJUST AND CLEAN
A. Upon completion of the installation, inspect each compo- nent. 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 perma- nently invisible to the unaided eye from a distance c
five feet.
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3.4 COMPLIANCE
A. The Owner reserves the right to request and pay for an fr 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 items and immediate1 replace them with items complying with the specified re- quirements, all at no additional cost to the Owner, and reimburse the Owner for the cost of the inspection. I
END OF SECTION
Carlsbad Fire Plastic Faced Wood Dosi Station No. 5 08213-
SECTION 08331
OVERHEAD COILING DOORS
PART 1 GENERAL
1.01 WORK INCLUDED
A. Standard overhead coiling doors with vision panels;
electric operated; factory precoated and field painted finish, color as noted on Drawings.
1.02 RELATED WORK
A. Section 08710 - Finish Hardware: Cylinder core and keys.
€3. Section 09980 - Painting: Shop paint finish.
I . 03 REFERENCES
A. ANSI/ASTM A526 - Steel Sheet, Zinc-coated (Galvanized) bq the Hot-dip Process, Commercial Quality.
3. ASTM A525 - General Requirements for Steel Sheet, Zinc-
coated (Galvanized) by the Hot-Dip Process.
1.04 SYSTEM DESCRIPTION
A. Electric motor operated unit with manual override in case of power failure, with door safety device; and with 4 ft
4 ft vision panel configuration.
1.05 SUBMITTALS
A. Provide pertinent dimensioning, general construction, component connections and details, anchorage methods,
hardware location, and installation details.
B. Submit manufacturer's installation instructions under provisions of Section 01300.
1.06 OPERATION AND MAINTENANCE DATA
A. Submit manufacturer's operation and maintenance data undc
provisions of Section 01700.
PART 2 PRODUCTS
2-01 ACCEPTABLE MANUFACTURERS
A. The Cookson Company.
Carlsbad Fire Overhead Coiling Do01 Station No. 5 08331 -
B. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
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A. Curtain: Cookson "Weatherbar" Door; minimum 20 gage steel slats, ANSI/ASTM A526; galvanized with minimum 1.25 oz/sq ft coating in accordance with ASTM A525; Cookson Model No, 5 slat 2-114 inches wide x required length; ends of each
slat fitted with machine riveted endlocks to act as
wearing surface in guides and to prevent lateral movement; bottom fitted with angles to provide reinforcement and
positive contact with floor in closed position. Wind load
design 25 lbs.
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B. Vision Panels: Provide vision panels to form a 4 x 4 foot
C. Curtain Guides: Formed steel angles for required sizes anc
D. Roller Shaft (Counterbalance): Steel pipe and helical
configuration as indicated on the Drawings.
I configurations.
steel spring system capable of producing sufficient torque to assure easy operation of curtain from any position; adjustable spring tension.
E. Hood : 24 gage galvanized steel; internally reinforced to
maintain rigidity and form; with hood baffle.
F. Weatherstripping: Water and rot proof, resilient type; located along jamb edges, on flat-face side of slats, bottom of curtain.
G. Hardware: As specified in Section 08710.
2.03 ELECTRIC OPERATOR
I.
A. Electric Operator: Cookson Standard Power Operator, 1-1/2
hp Model No. 13 electric motor as specified on Electrical Drawings; UL approved in accordance with ANSI/UL 325.
B. Safety Device: Cookson "Detectedge", vinyl-jacketed device
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mounted on bottom bar of doors; UL approved, Class 2 - 24
volt system; wired to stop or reverse door upon striking
ob j ect .
2.04 FINISH
A. Contractor to provide two-coat shop paint finish (Frazee "Aro-Plate" 621 Semi-Gloss) as specified in Section 09900 - Painting. No field painting of doors is permitted.
Carlsbad Fire Overhead Coiling Doors
Station No. 5 08331 - i
PART 3 EXECUTION
3.01 INSTALLATION
A. Install overhead coiling doors, with electric operators and controls, in accordance with manufacturer's
instructions. Coordinate installation with electric
service.
B. Fit, align, and adjust door assembly level and plumb;
provide smooth operation.
END OF SECTION
Carlsbad Fire Overhead Coiling Doo
Station No. 5 08331 -
1
SECTION 0841 0
ALUMINUM STOREFRONT SYSTEM
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PART 1 GENERAL
1 . 01 DESCRIPTION
1.
A. Work Included: Furnish all necessary materials, labor and
equipment necessary for the complete installation of aluminum framing as shown on the Drawings and specified herein.
B. Work Not Included: Structural support of the framing system, interior closures, trim, metal sub-sills.
C. Related Work Specified Elsewhere:
1. Section 07800 - Insulated Translucent Panel Skyroof
2. Section 08800 - Glazing.
3. Section 09900 - Painting.
System. 1
1 . 02 SUBMITTALS
A. Submit product data and manufacturer's installation
instructions in accordance with Section 01300.
B. Submit shop drawings including system component dimensions; components within assembly; framed opening requirements and tolerances; anchorage and fasteners;
glass and infills; and affected related work. ConEorm wit1 pertinent provisions of Section 01300.
1.03 QUALITY ASSURANCE
I.
A. Drawings and specifications are based upon the FA-SET 400
framing systems as manufactured by the Rawneer Company,
Inc. Whenever substitute products are considered, supporting technical literature, samples, drawings and
performance data must be submitted ten days prior to bid
in order to make a valid comparison of the products
involved. Test reports certified by an independent testin! laboratory must be made available upon request. with pertinent provisions of Section 01600 for substitutions.
Comply
1-04 PERFORMANCE REQUIREMENTS
A. Air Infiltration: Tested in accordance with ASTM E283; no1 to exceed -06 CFM per square foot of fixed area.
B. Water Infiltration: Tested in accordance with ASTM E331.
No water penetration at a test pressure of 6.24 PSF.
Carlsbad Fire Aluminum Storefront Systei
Station No. 5 08410 -
C. Structural performance will be based on:
1. Maximum deflection of 1/175 of the span;
2. Allowable stress with a safety factor of 1.65,
D. The system will perform to these criteria under a windloE of 20 PSF.
PART 2 PRODUCTS
2.01 MATERIALS
A. Extrusions: 6063-T5 alloy and temper (ASTM B221 alloy
B. Fasteners: Where exposed, aluminum, stainless steel or
C. Perimeter Anchors: Aluminum or steel, providing steel is
properly isolated from the aluminum.
D. Glazing Gaskets: Elastomeric extrusions.
G.S. 10A-T5).
zinc plated steel in accordance with ASTM A164.
2.02 FINISH
A. All exposed framing surfaces are to be free of scratches
and other serious blemishes.
Aluminum moldings are to be shop primed and shop painted
with a Kynar finish; color as indicated on the Drawings.
B.
2.03 FABRICATION
A. The framing system will provide for flush glazing on all sides with no projecting stops. Vertical and horizontal framing members are to have a nominal face dimension of 2
inches. Overall depth of 4 inches.
PART 3 EXECUTION
3.01 INSTALLATION
A. Set all glass framing in correct locations as shown on th
Drawings, level, square, plumb, and in alignment with other work, in strict accordance with the manufacturer's installation instructions and approved shop drawings. joints between framing and the building structure are to be sealed in order to secure a watertight installation.
A1
Carlsbad Fire Aluminum Storefront Syster
Station No. 5 08410 - :
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3-02 PROTECTION AND CLEANING
A. After installation, the Contractor will adequately protect
exposed portions of aluminum surfaces from damage by grinding and polishing compounds, plaster, lime, acid,
cement, or other contaminants.
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END OF SECTION
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Carlsbad Fire Aluminum Storefront Systsn Station No, 5 08410 - r
SECTION 08520
ALUMINUM WINDOWS
PART 1 GENERAL
1.01 WORK INCLUDED
A. Extruded aluminum windows with fixed and operating sashe:
B. Glass and glazing.
C. Operating hardware and insect screens.
D. Perimeter sealant.
1 -02 RELATED WORK
A. Section 07920 - Sealants and Calking: Perimeter sealant
and back-up materials.
B. Section 04300 - Unit Masonry System.
C. Section 06112 - Framing and Sheathing.
1 . 03 REFERENCES
A. ANSI/ASTM B221 - Aluminum-Alloy Extruded Bar, Rod, Wire,
Shape, and Tube.
1.04 SUBMITTALS
A. Submit product data and manufacturer's installation
instructions under provisions of Section 01300.
1-05 DELIVERY, STORAGE, AND HANDLING
A. Deliver and handle window units under provisions of
Section 01 660.
B. Store and protect window units under provisions of Sectic
01 608.
C. Provide wrapping or strippable coating to protect
prefinished aluminum surfaces.
1-06 WARRANTY
A. Provide one year manufacturer's warranty under provisions of Section 01700.
Carlsbad Fire Aluminum Windoh
Station No. 5 08520 -
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PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
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1. A, Kawneer - Sealair Window #7200 PI/PO/CSMT/T.H.I.S.
B. Substitutions: Under provisions of Section 01600. I 2.02 MATERIALS
A. Extrusions: 6063 T-5 alloy and temper (ASTM B221 alloy (X
B, Fasteners: 'Where exposed, 300 Series stainless steel.
C, Perimeter Anchors: Aluminum or steel, providing the steel
I 1 OA-T5 ) .
is properly insulated from the aluminum.
D. Glazing Materials: Material compatible with aluminum and
those sealants and sealing materials used in composite
structure which have direct contact with the gasket, 1. Standard Exterior Glazing Materials: Glazing tapes in
accordance with with AAMA 806-1.
2. Interior Glazing: Aluminum glazing beads of the snap-
in type and compression wedge of dense elastomer per ASTM C864.
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E. Weatherstripping: High-quality material capable of
meeting environmental exposure and performance requirements.
2.03 FABRICATED COMPONENTS
A. All window framing and vent members 2 inches in depth.
Frame and ventilator extrusions .125 inch typical wall
(,050 inch beads).
I.
B. Ventilators will be tubular and corner construction
mitered with clip, epoxy, stake attachment. Cope, tenon
joint and forge all frame corners and meeting rail intersections, Make all corners and intersections permanently leakproof. The minimum depth of glazing rabbet will be 3/4 inch.
2.04 PROJECTED HARDWARE
A. Hinging Hardware: Xeavy duty 4-bar hinges conforming to
AAMA 904.1; with positive stop and adjustable friction 1 shoe,
B, Locking Hardware, Strikes, Keepers and Pole Rings: Cast white bronze.
inside plane of window is to be factory sealed with
resilient non-hardening compound.
Hardware fasteners penetrating frame or
Carlsbad Fire Aluminum Windows
Station No. 5 08520 - 2
2.05 CASEMENT HARDWARE
A. Hinging Hardware: Close-up hinges of 6063 T5 extruded aluminum with 5/16 inch diameter stainless steel hinge pin, held in place with concealed fasteners.
B. Locking Hardware, Strikes, Keepers and Pole Rings: Cast bronze. Roto operators are to be compatible with alumin and meet ASTM E405 Method A when subjected to operating moments and closing torques as listed in AAMA GS-001. Rotor operators are shipped loose and require field
installation.
2.06 TOP HINGED HARDWARE
A. Window is to be supported on a continuous integrally extruded hinge, completely concealed when window is closed.
B. Locking Method: Custodial locks operated by single removable hex key; locks and strikes cast bronze.
C. Hold-Open Device: Removable aluminum hold open arm that
will attach to white bronze retainers on sill of both
frame and window.
2.07 INSECT SCREENS
A. Constructed with extruded frames, rigidly joined at thei
corners. Screen cloth is to be 18 x 16 mesh aluminum an
cleaned thoroughly to provide a uniform color. Screen
frames are to be finished to match aluminum windows. Splines are to be extruded vinyl, removable to permit re
screening.
2.08 FINISH
A. All exposed surfaces are to be free of scratches and 0th serious blemishes, and receive a Kynar finish.
2.09 GLASS AND GLAZING MATERIALS
A. Glass and Glazing Materials: Specified in Section 08800.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify wall openings and adjoining air and vapor seal
materials are ready to receive work of this Section.
Carlsbad Fire Aluminum Windo
Station No. 5 08520 -
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B. Beginning of installation means acceptance of existing I conditions.
3.02 INSTALLATION
A. Install window frames, glass and glazing, and hardware in accordance with manufacturer's instructions.
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1 3.03 CLEANING
A. After installation, clean all metal surfaces to remove mortar, plaster, paint, or other contaminants. After
cleaning, protect all work against damage until it is
accepted by the Contractor. Thereafter, it is the Contractor's responsibility to maintain protection and
final cleaning.
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END OF SECTION
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Aluminum Window Carlsbad Fire
Station No. 5 08520 -
SECTION 0871 0
FINISH HARDWARE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Provide finish hardware as indicated on the Drawings and
as specified herein, complete.
B. Hardware items which are not specifically included, but which are required to complete the Work, shall be includi
and shall be of a type and quality suitable to the servic
required, and comparable to other hardware, as specified
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Installation of finish hardware.
B. Rough hardware.
C. Window hardware.
D. Cabinet hardware.
E. Bath accessories, grab bars, mirrors.
F. Toilet partition hardware.
G. Overhead coiling door hardware.
1.03 REGULATORY REQUIREMENTS
A. Uniform Building Code (UBC), 1982 Edition.
B. National Fire Protection Association (NFPA) Life Safety Code 101 and Fire Doors and Windows Code 80, 1981 Editior
C. Applicable State, local codes, law, regulations, and Tit:
D, Underwriters' Laboratories, Inc. (UL) Standards.
E. American National Standards Institute (ANSI).
24 requirements,
1 . 04 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Submit to Architect for acceptance, a full and complete
list of all hardware required for the project Work.
Indicate quantity, part number, and installation locatior
Finish Hardwai Carlsbad Fire
Station No, 5 08710 -
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1.05 DELIVERY, HANDLING, AND STORAGE
A. Comply with pertinent provisions of Section 01600.
B. Deliver packaged hardware to project site in strong
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containers. Handle with care to prevent damage. Store
inside building in a clean, dry, secure space.
C. Packing, Marking, and Labeling: Individually pack or wrag each item of finish hardware, group small items together, and mark package with door number, hardware schedule
number, and location in work. I
PART 2 PRODUCTS
2.01 MATERIAL REQUIREMENTS
A. Provide exit door locks and panic exit devices of such
construction that when locked, the door may be opened fron
the inside by turning the knob or by depressing the cross-
bar, without the use of a key, or any special knowledge 01 effort .
B. Keying:
1. Cylinder Locks: Construction keyed, master keyed as
2. Furnish 15 construction keys.
3. Furnish three (3) change keys for each cylinder lock,
and maximum ten (10) change keys for K.A. groups.
Exit doors in the same space shall be keyed alike.
directed by the Owner.
4. Release permanent keys to authorized official only.
C. Templates: All mortise type hardware shall be made to
template, and where possible, other hardware shall also bc
made to template. Provide templates to trades doing work,
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2.02 MANUFACTURERS
A. Provide finish hardware as follows: Other Approved I Hardware Item Manufacturer Manufacturers
1. Hinges Henry Soss Stanley McKinney 2. Locks Schlage As specified 3. Closers Norton As specified
4. Panics Precision As specified
5. Miscellaneous Glynn Johnson Quality, BBW 6. Seals National Guard Zero, Reese
7. Special Lock Simplex As specified 8. Spring Hinge Bammer As specified 1 9. Key Cabinet Telkii As specified
Carlsbad Fire Finish Hardwarc
Station No. 5 08710 -
2 . 03 MATERIALS
A. Finishes: As listed in the individual headings.
B. Fasteners:
1. Phillips head, flathead, countersunk type screws for strikes,, face plates and similar items; machine screv €or metal and standard wood screws for wood.
2. Phillips head, flathead, countersunk, full-thread tyy screws for butt hinges.
3. Fasten closer bases or closer shoos to doors by mean: of thru-bolts and grommets, spray painted to match closer finish.
4. Provide lead shields or similar type anchors for
attaching hardware items to concrete or masonry.
C. Hinges: Provide 1-1/2 pairs of hinges for doors between
4'-0" and 7'-5" in height; provide 2 pairs minimum for
doors 7'-6' and higher. Furnish NRP at exterior outswinging doors.
D. Locks: Provide locks with knob or levers as shown under hardware groups on Hardware Schedule; backset 2-3/4 inches. All lock strikes shall be boxed and have a lip of sufficient length of protect the trim and jamb.
E. Door Closers: Fully adjustable. Exterior doors with 2
thru 6 spring power while interior doors with 1 thru 4-I/
spring power. Make final adjustments after installation to meet handicapped requirements.
F. Kick Plates:: Except as indicated otherwise, provide 18
gage bronze kick plates 10 inches high and 2 inches less than door width. All B4E.
G. Weatherseals: Solid neoprene to meet Mil. Spec R6855,
Class 11, Gr. 40. Sponge neoprene to meet Mil. Spec.
R6130, Type 11, Cr. C.
PART 3 EXECUTION
3.01 SETTING FINISH HARDWARE
A. Secure finish hardware with suitable fasteners of the salr material and finish as the item being attached.
B. After fitting hardware to doors, remove all finish hardware except hinges, carefully replace in properly
marked boxes, and place in storage until painting and
finishing area completed. After painting and finishing are completed, permanently install finish hardware.
Finish Hardwar Carlsbad Fire
Station No. 5 08710 -
1
3.02 TYPICAL HARDWARE LOCATIONS
A. Hinges: 5 inches from head of opening to top of top I
hinge; 10 inches from floor to bottom of bottom hinge; intermediate hinge (or hinges) spaced equidistant between
to and bottom hinges. I.
B. Locks: 38 inches above floor to centerline of knob or 1 lever.
I with manufacturer's templates.
C. Panic Bolt Cross-Bar: 36 to 40 inches above floor; verifj
D. Cylinder Dead Lock: 44 inches above floor.
E. Push-Pulls: 44 inches above floor to centerline.
F. Closers: Refer to manufacturer's templates.
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3.0 3 WARRANTY
A. Warranty all hardware for a period of two years from Date
of Substantial Completion. During this warranty period, correct to the complete satisfaction of the Architect all defects in materials and workmanship. Provide a 5-year guarantee for all door closers.
3.04 SCHEDULE
A. Hardware schedule is listed on Sheet A-4 of Architectural
Drawings.
END OF SECTION
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Finish Hardwari Carlsbad Fire 1 Station No. 5 08710 -
SECTION 08800
GLAZING
PART 1 GENERAL
1.1 SUMMARY
A. Provide glazing and glazing accessories where shown on thc
Drawings, as specified herein, and as needed for a comple. and proper installation.
1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 c these Specifications.
B. Related work:
1.2 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product data: Within 60 calendar days after the Contractc has received .the Owner's Notice to Proceed, submit:
1. Materials list of items prQposed to be provided under this Section;
2. Manufacturers' specifications and other data needed tc prove compliance with the specified requirements;
3. Manufacturers' recommended installation procedures which, when approved by the Architect, will become thc
basis for accepting or rejecting actual installation procedures used on the Work.
Samples of each type of glass and gasket proposed to be used;
proposed to be used, installed between samples of the
material to be glazed, fully cured.
C. Samples: .Accompanying the above product data, submit:
1.
2. Samples, at least 12" long, of each type of sealant
1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough1 trained and experienced in the necessary crafts and who a completely familiar with the specified requirements and t methods needed for proper performance of the work of this Section.
B. In addition to complying with pertinent codes and regula- tions of governmental agencies having jurisdiction, compl with pertinent recommendations contained in:
Glazin Carlsbad Fire 08800- Station No. 5
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1. Flat Glass Marketing Association: a. "Glazing Sealing Systems Manual"; b . "Glazing Manual , n 1
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10 1.4 DELIVERY, STORAGE, AND HANDLING
A.
B. During storage and handling of glass, provide cushions at
Comply with pertinent provisions of Section 01600.
edges to prevent impact damage.
PART 2 PRODUCTS
2.1 GLASS
A. General:
1. For all glass, provide the type and thickness shown f the Drawings or specified herein.
2. Where type or thickness, or both, are not shown on tl Drawings or specified herein, provide type and thick-
ness directed by the Architect.
B. Plate or float glass: 1.
2.
Comply with Fed Spec DD-G-451, type I, class 1, qual:
q3.2. Where plate glass is called for, plate glass or floal
glass may be used.
C. Sheet glass:
D. Clear wire glass:
1. Provide type 11, class 1, quality q5.
1. Provide type 111, class 1, kind A, form 1, with patti
M3 wire mesh where shown or required,
Provide tempered or heat-strengthened glass where in dicated on the Drawings, and elsewhere as required b
governmental agencies having jurisdiction.
a. For plate glass or float glass, use type I, clas!
1, quality 93;
b. For heat absorbing glass, if required, use type class 2, style B, in color as shown on the.Drawii or otherwise selected by the Architect.
a. Prior to tempering or heat treating, cut glass ti required sizes as determined by accurate measure ments of the openings to be glazed, making allow
ances fcr required edge clearances. b. Cut and process edges in accordance with the g1.a
manufacturer's recommendations. c. Do not cut or treat edges in the field,
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E. Tempered glass:
1.
2. Glass for tempering:
3. Sizes and cutting:
Glazi
08800 Carlsbad Fire I Station No. 5
4. Fully tempered glass:
a. Comply with Fed Spec DD-G-1403 and ANSI 297.1. b. Wherever possible, locate tong marks along an ec
which will be concealed in the glazing system. c. Permit minimum warpage practicable.
a. Comply with Fed Spec DD-G-1403. b. Strengthen by the manufacturer's standard heat-
5. Heat-strengthened glass:
treating process, increasing' flexural strength t
not less than twice the strength before treatmer c. Permit minimum warpage practicable.
F. Laminated glass: 1. Provide laminated safety glass, clear and/or tinted
shown on the Drawings, consisting of an inner face E an outer face of float glass laminated under heat ar
pressure to a clear plastic core. 2. Use 1/4' thickness for maximum sizes of 60" x 120".
3. For larger sizes, use 3/8" thickness. '
1. Curtain wall: 1/4" thick reflective PPG "Solargray"
2. Spandrels: Reflective, tinted to match curtain wall
3. Window wall and secondary entrances at atrium: 1/4m
4. Aluminum windows: 1/4" thick clear glass and PPG
G. Specific glass types:
heat strengthened.
thick PPG "Solargray", tempered.
" Solargray':
2.2 OTHER MATERIALS
A. Provide other materials, not specifically described but quired for a complete and proper installation, as select by the Contractor subject to the approval of the Archite
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of thj Section will be performed. Correct conditions detriment to timely and proper completion of the Work. Do not prc
ceed until unsatisfactory conditions are corrected. .
€3. Clean glazing channels, stops, and rabbets to receive tl glazing materials, making free from obstructions.and del terious substances which might impair the work. 1. Remove protective coatings which might fail in adhes
2. Comply with manufacturers' instructions for fkal wj or interfere with bond of sealants.
ing of surfaces immediately prior to application of primer and glazing compounds or tapes.
Glazi
0880( Carlsbad Fire Station No. 5
1
3. Prime surfaces to receive glazing compounds in accor- dance with manufacturers' recommendations.
INSTALLATION
Inspect each piece of glass immediately prior to start of installation.
1. Do not install items which are improperly sized, have damaged edges, or are scratched, abraded, or damaged in any other manner. 2. Do not remove labels from glass until so directed by
the Architect.
3. Install glass so distortion waves, if present, run ir the horizontal direction.
Locate setting blocks at sills one quarter of the width c the glass in from each end of the glass, unless otherwise recommended by the glass manufacturer.
1. Use blocks of proper size to support the glass in ac- cordance with the manufacturer's recommendations.
2. Provide spacers for all glass sizes larger than 50
united inches, to separate glass from stops; except where continuous glazing gaskets or felts are provide
a. Locate spacers no more than 24" apart, and no
b. Place spacers opposite one another.
c. Make bite of spacer on glass 1/4" or more.
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closer than 12" to a corner.
C. Set glass in a manner which produces the greatest possib: degree of uniformity in appearance.
joint system unless the joint use is approved in advance by the Architect.
E. Mask, or otherwise protect, surfaces adjacent to instal- lation of sealants.
Miter-cut and seal the joints of glazing gaskets in acco
dance with the manufacturer's recommendations, to provid
watertight and airtight seal at corners and other loca- tions where joints are required.
D. Do not use two different glazing materials in the same I.
F.
3.3 PROTECTION
A. Protect glass from breakage after installation by prompt installing streamers or ribbons, suitably attached to th framing and held free from glass.
markings, streamers, ribbons, or other items directly tc the glass except as specifically directed by the Archite
Do not apply warning
END OF SECTION
Glaai
0880C Carlsbad Fire I Station No. 5
SECTION 09220
PORTLAND CEMENT PLASTER
PART 1 GENERAL
1.01 WORK INCLUDED
A. Metal lathing.
B. Portland cement plaster system, "shower mix" for wet are; indicated on the Drawings.
C. Smooth trowel surface finish.
1 . 02 REFERENCES
A. ASTM C150 - Portland Cement.
B. ANSIIASTM C926 - Application of Portland Cement-Based Plaster.
C. PCA (Portland Cement Association) - Plaster (Stucco)
Manual .
1.03 QUALITY ASSURANCE
A. Applicator: Company specializing in cement plaster work
B. Apply cement plaster in accordance with ASTM C926 and PC1
with five years documented experience.
Plaster (Stucco) Manual.
1.04 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire rated assemblies.
1.05 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide product data on plaster materials, characteristic
C. Submit manufacturer's installation instructions under
and limitations of products specifed.
provisions of Section 01300.
1.06 ENVIRONMENTAL REQUIREMENTS
A. Do not apply plaster when substrate or ambient air temperature is less than 50 degrees F (10 degrees C) nor more than 80 degrees F (27 degrees C).
Carlsbad Fire Portland Cement Plas
Station No. 5 09220
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B. Maintain minimum ambient temperature of 50 degrees F (10
degrees C) during and after installation of plaster. I
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS - PLASTER
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A. La Habra Stucco Products.
B. Substitutions: Under provisions of Section 01600.
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2-02 SHOWER-MIX PLASTER BASE COAT MATERIALS
A. Cement: ASTM C150, Normal - Type I grey color.
B. Lime: ANSI/ASTM C206, Type S.
C. Sand: In accordance with ASTM C144 and PCA Plaster
(Stucco) Manual.
D. Water: Clean, fresh, potable and free of mineral or
organic matter which can affect plaster.
E. Water Admix: Emulsified acrylic.
2.03 SHOWER-MIX PLASTER FINISH COAT MATERIALS
A. Cement: As specified for plaster base coat, white color.
B. Lime: As specified for plaster base coat.
C, Color Pigment: Integral color selected from manufacturer':
0
standard colors.
D. Water: Clean, fresh, potable and free of mineral or
organic matter which can affect plaster. I E. Water Admix: Emulsified acrylic.
2 . 04 METAL MEMBERS
A. Lath: "Aqua K-Lath" Grade "B" Waterproofed Vapor Barrier Building Paper Backing, Type SFB, Self-Furring, Heavy Dut: Version; as manufactured by K-Lath, division of Tree Island Steel, Inc., of Monrovia, California, (818) 357-
5057. I B. Anchorages: As recommended by lath manufacturer,
Carlsbad Fire Portland Cement Plas
Station No. 5 09220
2.05 SHOWER-MIX CEMENT PLASTER
A. Mix and proportion cement plaster in accordance with Tab
47F of the Uniform Building Code, with the following modifications:
1. Base Coat: To water mix, add an emulsified acrylic
admix to produce 10 percent resin solids by weight "Acryl 100" as manufactured by Larsen Products Co., I "Acrylic Admix B" as manufactured by Cota Industries as standards of quality and performance.
a. To portland cement mix (white), add a blend of 2
30 sieve size white crystal silica sand to produl
smooth trowel finish.
b. To water mix, add emulsified acrylic admix to produce 20 percent resin solids be weight.
2. Finish Coat:
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that surfaces and site conditions are ready to receive work.
B. Beginning of installation means acceptance of existing
conditions.
3.02 PREPARATION
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3.0 4 TOLERANCES
A. Maximum Variation from True Flatness: 1/8 inch in 10 feet.
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Carlsbad Fire Portland Cement Pla:
Station No. 5 09220
SECTION 09260
GYPSUM WALLBOARD SYSTEM
PART 1 GENERAL
1.01 SUMMARY
A. Provide gypsum drywall and accessories where shown on tht
Drawings, as specified herein, and as needed for a
complete and proper installation.
1.02 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough: 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 Worl
of this Section.
1.03 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 PRODUCTS
2.01 GYPSUM WALLBOARD
A. General:
1. Provide gypsum wallboard complying with Fed Spec SS-L
30D, in 48-inch widths and in such lengths as will
result in a minimum of joints. 2. Fire-Retardant Wallboard: Provide Type 111, Grade X,
Class 1, 5/8 inch thick.
3. Water-Resistant Wallboard: Provide Type VII, Grade W
or X as required, Class 2, 5/8 inch thick except as may be shown otherwise on the Drawings.
B. Shaft Walls: Where so indicated on Drawings, provide USG
cavity shaft wall system in the dimensions shown or
otherwise required.
C. Sheathing: Where gypsum wallboard sheathing is indicated
on the Drawings, provide gypsum wallboard complying with Fed Spec SS-L-30D, Type 11, Grade W, Class 2.
2.02 METAL TRIM
A. Form from zinc-coated steel not lighter than 26 gage,
complying with Fed Spec QQ-S-775, Type I, Class D or E.
Carlsbad Fire Gypsum Wallboard Syster
Station No. 5 09260 - ’
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B. Casing Beads:
1. Provide channel shapes with an exposed wing, and with
2. The exposed wing may be covered with paper cemented tc a concealed wing not less than 7/8 inch wide.
the metal, but is to be suitable for joint treatment,
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C. Corner Beads: Provide angle shapes with wings not less
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than 7/8 inch wide and perforated for nailing and joint treatment, or with combination metal and paper wings bonded together, not less than 1-1/4 inch wide and suitable for joint treatment.
D. Edge Beads For Use at Perimeter of Ceilings:
1. Provide angle shapes with wings not less than 3/4-incl
2. Provide concealed wing perforated for nailing, and
3. Exposed wing may be factory finished in white color.
wide.
exposed wing edge folded flat.
2.03 JOINTING SYSTEM
A. Provide a jointing system, including reinforcing tape and
compound, designed as a system to be used together and as recommended for this use by the manufacturer of the gypsur wallboard approved for use on this Work.
B. Jointing compound may be used for finishing if so
recommended by its manufacturer.
0 2.04 FASTENING DEVICES
A. For fastening gypsum wallboard in place on metal studs an(
metal channels, use flat-head screws, shouldered,
specially designed for use with power-driven tools, not less than 1 inch long, with self-tapping threads and self. drilling points.
B. For fastening gypsum wallboard in place on wood, use l-l/<
inch Type W bugle-head screws, or use annular ring type nails complying with ASTM C514 and of the length required by governmental agencies having jurisdiction.
2.05 ACCESS DOORS
A. In partitions and ceilings installed under this Section,
provide doors where required for access to mechanical installations and electrical installations.
B. Types:
1. Unless otherwise approved, provide 24 x 24 inch metal
access doors Model WB manufactured by J.L. Industries
4450 W.78th Street Circle, Bloomington, MN 55435 (612
835-6850, with concealed hinges to metal frame, and
with screwdriver-operated lock.
Carlsbad Fire Gypsum Wallboard Systei
Station No. 5 09260 -
2. For piercing fire-rated surfaces, provide access dooi having the same fire rating as the surface being pierced.
3. For tile surfaces and toilet rooms, provide stainlesz
steel access doors and frames, with satin finish.
4. For other installations, provide prime-coated steel access doors and frames for finish painting to be performed at the job site under Section 09900 of the: Specifications.
2.06 OTHER MATERIALS
A. Over all exposed surfaces of gypsum wallboard installed
under this Section, provide "USG First Coat" applied in accordance with the manufacturer's recommendations. €3. Provide other 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
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the Work of
this Section will be performed. Correct conditions
detrimental to timely and proper completion of the Work.
Do not proceed until unsatisfactory conditions have been corrected.
3 . 02 INSTALLATION
A. General:
1. Install the gypsum wallboard in accordance with the Drawings and with the separate boards in moderate contact but not forced into place.
2. At internal and external corners, conceal cut edges o the boards by overlapping covered edges of the abutting boards. 3. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical corners.
B. Ceilings:
1. Install the gypsum wallboard to ceilings with the lon dimension of the wallboard at right angles to the supporting members.
parallel to supporting members that are spaced 16 inches on centers when attachment members are provide at end joints.
2. Wallboard may be installed with the long dimension
Carlsbad Fire Gypsum Wallboard Systel Station No. 5 09260 -
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C, Walls:
1. Install the gypsum wallboard to studs at right angles
2. Make end joints, where required, over framing or
to the furring or framing members.
furring members.
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D. Attaching:
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1, Drive the specified screws with clutch-controlled power screwdrivers, spacing the screws 12 inches on
centers at ceilings and 16 inches on centers at walls,
2. Where framing members are spaced 24 inches apart on
walls, space screws 12 inches on centers. 3. Attach double layers in accordance with the pertinent codes and the manufacturer's recommendations as approved by the Architect.
4. Attach to wood as required by governmental agencies
having jurisdiction.
E. Access Doors: 1. By careful coordination with the Drawings and with thc trades involved, install specified access doors where required.
achieve an installation flush with the finished
surface.
2, Anchor firmly into position and align properly to
3.03 JOINT TREATMENT
A. General:
1, Inspect areas to be joint treated, verifying that the
gypsum wallboard fits snugly against supporting
framework. 2. In areas where joint treatment and compound finishing
will be performed, maintain a temperature of not less
than 55 degrees F for 24 hours prior to commencing tht
treatment, and until joint and finishing compounds
have dried.
3. Apply the joint treatment and finishing compound by machine or hand tool,
4. Provide a minimum drying time of 24 hours between
coats, with additional drying time in poorly ventilated areas.
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B. Embedding Compounds: 1. Apply to gypsum wallboard joints and fastener heads il
2, Spread the compound not less than 3 inches wide at a thin uniform layer,
joints, center the reinforcing tape in the joint, and
embed the tape in the compound. Then spread a thin
layer of compound over the tape.
embedding compound to joints and fastener heads, spreading in a thin uniform coat to not less than 6 inches wide at joints, and feather edged.
3. After this treatment has dried, apply a second coat 0.
4, Sandpaper between coats as required.
Carlsbad Fire Gypsum Wallboard Systel
Station No. 5 09260 -
5, When thoroughly dry, sandpaper to eliminate ridges ar high points,
C. Finishing Compounds:
1. After embedding compound is thoroughy dry and has be6
completely sanded, apply a coat of finishing compounc
to joints and fastener heads.
inches wide.
smooth surface, taking care not to scuff the paper surface of the wallboard.
2, Feather the finishing compound to not less than 12
3. When thoroughly dry, sandpaper to obtain a uniformly
3.04 CORNER TREATMENT
A. Internal Corners: Treat as specified for joints, except
fold the reinforcing tape lengthwise through the middle
and fit neatly into the corner.
B. External Corners:
1, Install the specified corner bead, fitting neatly OVE
the corner and securing with the same type fasteners used for installing the wallboard.
and drive through the wallboard into the framing or
furring member.
treat the corner with joint compound and reinforcing tape as specified for joints, feathering the joint compound out from 8 to 10 inches on each side of the
corner .
2, Space the fasteners approximately 6 inches on centers
3. After the corner bead has been secured into position,
3.05 OTHER METAL TRIM
A. General: The Drawings do not purport to show all locations and requirements for metal trim. Carefully study the Drawings and the installation, and provide all
metal trim normally recommended by the manufacturer of th
gypsum wallboard approved for use in this Work.
3.06 CLEANING UP
A. In addition to other requirements for cleaning, use
necessary care to prevent scattering gypsum wallboard
scraps and dust, and to prevent tracking gypsum and joint finishing compound onto floor surfaces.
B. At completion of each segment of installation in a room o space, promptly pick up and remove from the working area all scrap, debris, and surplus material of this Section.
END OF SECTION
Carlsbad Fire Gypsum Wallboard Syste
Station No. 5 09260 -
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SECTION 0931 1
CERAMIC TILE FLOOR FINISH I
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PART 1 GENERAL
1.01 SECTION INCLUDES
1.
A. Ceramic tile floor and base finish using both the thinset and full bed application methods as indicated on the Drawings and specified herein.
1 -02 RELATED SECTIONS
A. Section 07115 - Elastomeric Sheet Waterproofing.
B. Section 09312 - Ceramic Tile Wall Finish.
1.03 REFERENCES
A. ANSI/TCA A108.5 - Ceramic Tile Installed with Dry-Set
B. ANSI/TCA Al18.1 - Dry-Set Portland Cement Mortar.
C. ANSI/TCA Al37.1 - Specifications for Ceramic Tile.
D. TCA (Tile Council of America) - Handbook for Ceramic Tile
Portland Cement Mortar or Latex Portland Cement Mortar.
Installation.
1.04 SUBMITTALS
A. Submit samples of tile and grout colors under provisions
of Section 01 300.
1 . 05 QUALITY ASSURANCE
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1 A. Conform to ANSI/TCA Al37.1
B. Conform to TCA Handbook for Ceramic Tile Installation.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in the manufacture of
products specified in this Section with minimum three
years experience.
B. Installer: Company specializing in applying the work of
this Section with minimum five years experience.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
01 600.
Carlsbad Fire Ceramic Tile Floor Finis1 I Station No. 5 09311 -
B. Store and protect products under provisions of Section
01 600.
C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Do not install adhesives in a closed, unventilated environment.
B. Maintain 50 degrees F (10 degrees C) during installation
of mortar materials.
PART 2 PRODUCTS
2.0 1 TILE MANUFACTURER
A. American Olean Tile.
B. Substitutions: Under provisions of Section 01600.
2.02 TILE MATERIAL
A. Tile T-I: American Olean Tile, "Distinctions" 8 x 8 x 5,
inch glazed floor tile, color #214 Rose Dusk.
B. Tile T-2: American Olean Tile, "Radiance Collection"
1 x 1 inch unglazed mosaic floor tile; Pattern
#403 - Seamist, Marine, Agean.
2-03 MORTAR AND GROUT
A. As manufactured by Custom Building Products. Grout color
complementary to tile; see Drawings for color(s).
B. Substitutions: Under provisions of Section 01600.
2.04 GROUT SEALER
A. As manufactured by Custom Building Products.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work.
B, Beginning of installation means installer accepts
condition of existing substrate.
3.02 PREPARATION
Carlsbad Fire Ceramic Tile Floor Finis1
Station No. 5 09311 -
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A. Protect surrounding work from damage or disfiguration.
3.03 INSTALLATION - THINSET METHOD
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A. Install adhesive, tile, and grout in accordance with TCA
Handbook for Ceramic Tile Installation.
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B. Cut and fit tile tight to penetrations through tile. Forn
corners and bases neatly. Align floor, base, and wall joints.
C. Place tile joints uniform in width, subject to variance ir
tolerance allowed in tile size.
without voids, cracks, excess mortar, or excess grout.
D. Sound tile after setting. Replace hollow sounding units.
E. Allow tile to set for a minimum of 48 hours prior to
Make joints watertight,
grouting.
F. Grout tile joints.
G. Apply sealant to junction of tile and dissimilar materials
and at junction of dissimilar planes.
3.04 INSTALLATION - FULL MORTAR BED METHOD
A. Install mortar bed, tile, and grout in accordance with TCI 0 Handbook for Ceramic Tile Installation.
B. Cut and fit tile tight to penetrations through tile. Forr corners neatly. Align floor, base, and wall joints.
C. Place tile joints uniform in width, subject to variance ir
tolerance allowed in tile size. Make joints watertight
without voids, cracks, excess.mortar, or excess grout.
D. Sound tile after setting. Replace hollow sounding units.
E.
F. Grout tile joints.
G. Apply sealant to junction of tile and dissimilar materials
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1 and junction of dissimilar planes.
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Carlsbad Fire Ceramic Tile Floor Finis1 1 Station No. 5 09311 - :
3.05 GROUT SEALER
A. Seal grout in accordance with grout/grout sealer
manufacturer's instructions.
3.06 CLEANING
A. Clean work under provisions of 01700.
B. Clean tile surfaces.
3.07 PROTECTION
A. Protect finished installation under provisions of Sectio
01 500.
B. Do not permit traffic over finished floor surface.
END OF SECTION
Carlsbad Fire Ceramic Tile Floor Finie
Station No. 5 09311 -
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SECTION 0931 2
CERAMIC TILE WALL FINISH 1
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PART 1 GENERAL
1.01 SECTION INCLUDES
A. Ceramic tile walls, wainscot finish using the thinset application method.
1.02 RELATED SECTIONS
A. Section 09311 - Ceramic Tile Floor Finish
B. Section 09220 - Portland Cement Plaster - Base coat for ceramic tile finish,
1 -03 REFERENCES
A. ANSI/TCA A108.5 - Ceramic Tile Installed with Dry-Set
Portland Cement Mortar or Latex Portland Cement Mortar.
B. ANSI/TCA A137.1 - Specifications for Ceramic Tile.
C. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation.
@ 1.04 SUBMITTALS I A. Submit samples under provisions of Section 01300.
1.05 QUALITY ASSURANCE
A. Conform to TCA Handbook for Ceramic Tile Installation. I 1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in the manufacture of
products specified in this Section with minimum three
years experience.
B. Installer: Company specializing in applying the work of this Section with minimum five years experience.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
B. Store and protect products under provisions of Section
01600.
01 600.
Carlsbad Fire Ceramic Tile Wall Finis?
Station No. 5 09312 - ’
C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Do not install adhesives in a closed, unventilated environment.
B. Maintain 50 degrees F (IO degrees C) during installation of mortar materials.
PART 2 PRODUCTS
2.01 MANUFACTURERS - TILE
A. American Olean.
B. Substitutions: Under provisions of Section 01600.
2.02 TILE MATERIAL
A. Tile T-3: American Olean Tile, "Satinglo" 2 x 2 inch glazed wall tile; Color D20 Heather.
B. Tile T-4: American Olean Tile, "Satinglo" 2 x 2 .inch
glazed wall tile; Color D37 Marine.
C. Base: Match mosaic wall tile for moisture absorption, surface finish, and color; 6 inches high; coved bottom.
D. Wainscot Cap: Match mosaic wall tile for moisture
absorption, surface finish, and color, bullnosed top edgc
2.03 MANUFACTURERS - MORTAR AND GROUT
A. Custom Building Products.
B. Substitutions: Under provisions of Section 01600.
2.04 GROUT MATERIALS
A. Grout: Cementitious type with latex additive; color whit6
2.05 MORTAR MIX AND GROUT MIX
A. Mix and proportion pre-mix setting bed and grout material in accordance with TCA Handbook for Ceramic Tile Installation.
Carlsbad Fire Ceramic Tile Wall FiniE
Station No. 5 09312 -
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I 2.06 GROUT SEALER
A. As manufactured by Custom Building Products.
PART 3 EXECUTION
3.01 EXAMINATION
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A. Verify that surfaces are ready to receive work.
B. Beginning of installation means installer accepts condition of existing substrate.
3.02 PREPARATION
A. Protect surrounding work from damage or disfiguration. 1 B. Clean existing substrate.
3.03 INSTALLATION - THINSET METHOD
A. Install adhesive, tile, and grout in accordance with
B. Lay tile to pattern indicated on Drawings. Do not
TCA Handbook for Ceramic Tile Installation.
interrupt tile pattern around openings.
C. Allow tile to set for a minimum of 48 hours prior to grouting.
D. Grout tile joints.
E. Apply sealant to junction of tile and dissimilar material:
and at junction of dissimilar planes.
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3.04 GROUT SEALER
A. Seal grout in accordance with grout/grout sealer
manufacturer's instructions.
3.05 CLEANING
A. Clean work under provisions of 01700.
B. Clean tile surfaces.
END OF SECTION
Carlsbad Fire Ceramic Tile Wall Finis' 1 Station No. 5 09312 -
SECTION 09331
QUARRY TILE FINISH
PART 1 GENERAL
1 . 01 SECTION INCLUDES
A. Quarry tile finish at barbeque countertop using the full
mortar bed application method.
B. Section 11400 - Food Service Equipment.
1 -02 REFERENCES
A. ANSI/TCA A108.3 - Quarry Tile and Paver Tile Installed
With Portland Cement Xortar.
B. ANSI/TCA A137.1 - Specifications for Ceramic Tile
1.03 SUBMITTALS
A. Submit sample of tile under provisions of Section 01300.
B. Submit manufacturer's installation instructions under provisions of Section 01300.
1.04 QUALITY ASSURANCE
A. Conform to ANSI/TCA A137.1
B. Conform to ANSI/TCA A108.3.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in the manufacture of
products specified in this Section with minimum three
years experience.
this Section. B. Installer: Company specializing in applying the work of
1-06 DELIVERY, STORAGE, AND HANDLING
A. Deliver pro6ucts to site under provisions of Section
01600.
B. Store and protect products under provisions of Section
01600.
C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.
Carlsbad Fire Quarry Tile Finis1
Station No. 5 09331 - '
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1.07 ENVIRONMENTAL REQUIREMENTS
A. Maintain 50 degrees F during installation of mortar
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PART 2 PRODUCTS
2.01 IWUFACTURERS - TILE
A. Quarry Tile Company, distributed by Dal-Tile Corporation.
Northwest Series, 8x8 inch and 4x8 inch quarry tile; Coloi
Glacier with clear glaze.
ordering.
B. Note to Contractor: 8-week lead time required for
C. Substitutions: Under provisions of Section 01600.
2.02 MANUFACTURERS - MORTAR AND GROUT I A. Custom Building Products; see Drawings for color.
B. Substitutions: Under provisions of Section 01600.
PART 3 EXECUTION I 3 . 01 EXAMINATION
A. Verify that surfaces are ready to receive work.
B. Beginning of installation means installer accepts condition of existing surfaces.
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3 . 02 PREPARATION 1
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A. Protect surrounding work from damage or disfiguration.
B. Clean existing surfaces. I 3.03 INSTALLATION - FULL MORTAR BED METHOD
A. Install mortar bed, tile, and grout in accordance with manufacturer's instructions.
B. Apply mortar bed over surface to a thickness of 5/8 inch.
C. Lay tile to pattern indicated on Drawings.
D. Sound tile after setting. Replace hollow sounding units.
E. Allow tile to set for a minimum of 48 hours prior to
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Carlsbad Fire Quarry Tile Finis1
Station No. 5 09331 - :
F. Grout tile joints.
3.04 CLEANING
A. Clean work under provisions of 01700.
B. Clean tile surfaces.
3.05 PROTECTION
A. Protect finished installation under provisions of Sectior
01 500 .
END OF SECTION
Carlsbad Fire Quarry Tile Finis
Station No. 5 09331 -
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SECTION 0951 1
SUSPENDED ACOUSTICAL CEILINGS I
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1.01 WORK INCLUDED
A.
B. Acoustical panels.
C. Lay-in plastic louvers and lenses.
Suspended metal grid ceiling system.
t D. Perimeter trim.
E. Hanger wires for lay-in ight fixtures.
1.02 RELATED WORK
A. Sprinkler heads in ceiling system (design build per Drawings).
B. Section 15800 - Mechanical, HVAC: Air diffusion devices
C. Section 16000 - Electrical: Light fixtures in ceiling
I in ceiling system.
system.
1.03 REFERENCES 0
A. ASTM C635 - Metal Suspension Systems for Acoustical Tile
and Lay-in Panel Ceilings.
B. ASTM C636 - Installation of Metal Ceiling Suspension
Systems for Acoustical Tile and Lay-in Panels. 1 1.04 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacture of
ceiling suspension systems and ceiling panels with three
years minimum experience,
1 approved by manufacturer.
B. Installer: Company with three years minimum experience
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for combustibility requirements
for materials.
Carlsbad Fire Suspended Acoustical Ceilings
Station No. 5 09511 - 1
1 .06 SUBMITTALS
A. Provide product data on metal grid system components,
acoustic units, and plastic louvers and lenses. Comply with provisions of Section 01300.
B, Submit manufacturer's installation instructions under provisions of Section 01300.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Maintain uniform temperature of minimum 60 degrees F (16
degrees C), and humidity of 20 to 40 percent prior to, during, and after installation.
1.08 SEQUENCING/SCHEDULING
A. Do not install acoustical ceilings until building is
enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved.
B. Schedule installation of acoustic units after interior wz
work is dry.
1.09 EXTRA STOCK
A. Provide extra quantity of acoustic units under provision:
of Section 01700.
B. Provide one carton of extra panels of each type to Owner,
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM
A. Chicago Metallic Corporation.
B. Substitutions: Under provisions of Section 01600.
2.02 SUSPENSION SYSTEM MATERIALS
A. Grid: ASTM C635, heavy duty, non-fire rated exposed T; components die cut and interlocking; "1800 System" as manufactured by Chicago Metallic Corporation.
B. Grid Materials: Cold rolled aluminum.
C. Grid Finish:: Color #22, "Pumice".
D. Support Channels and Hangers: Galvanized steel; size ar type to suit application, to rigidly secure acoustic
ceiling system including integral mechanical and electrical components with maximum deflection of 1/360.
Carlsbad Fire Suspended Acoustical Ceilinc
Station No. 5 09511 -
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2.03 ACCEPTABLE MANUFACTURERS - ACOUSTIC UNITS
A. Armstrong - "Ceramaguard 602A" Panels.
B. Armstrong "Minaboard Designer Series 734" Panels.
C. Substitutions: Under provisions of Section 01600.
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A. Ceramaguard 602A Acoustic Panels; conforming to the following:
1. Size: 24 x 48 inches.
2. Thickness: 5/8 inches. 3. Composition: High-density ceramic. 4. NRC Range: -55 to .65 5. STC Range: 40 to 44 (continuous ceiling)
6. Edge: Square. 7. Surface Color: White. 8. Surface Finish: Perforated.
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B. Minaboard Designer Series 734 Panels; conforming to the following: 1, Size: 24 x 48 and 24 x 24 inches. 2. Thickness: 5/8 inches. 3. Composition: Mineral.
4. NRC Range: -50 to .60.
5. STC Range: 30 to 34.
6. Edge: Square. 7. Surface Color: White.
8. Surface Finish: "Designer" Textured Finish.
2.05 ACCEPTABLE MANUFACTURERS - PLASTIC LOUVERS AND LENSES
A. American Luminous Ceilings, 3265 Regent Road, Cleveland,
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Ohio 441 27, (21 6) 641 -851 1.
2.06 PLASTIC LOUVERS AND LENSES
A. "Prismalouve" 2x2 panels as manufactured by American
B. "Lumaflex" 2x2 panels, chrome plated, as manufactured by
Luminous Celings.
American Luminous Ceilings.
C. "Prismalense" 2x2 panels, #12 Pattern, as manufactured by American Luminous Ceilings
PART 3 EXECUTION
3 . 01 INSPECTION
A. Verify that existing conditions are ready to receive work,
Carlsbad Fire Suspended Acoustical Ceiling! Station No. 5 09511 - .
B. Verify that layout of hangers will not interfere with
C. Beginning of installation means acceptance of existing
other work.
conditions.
3.02 INSTALLATION
A. Install sys'tem in accordance with manufacturer's instructions, as supplemented in this Section, and as indicated on the Drawings. Locate different panels
specified where indicated on the Drawings.
deflection of 1/360 maximum. B. Install sys'tem capable of supporting imposed loads to a
C. Install after major above ceiling work is complete.
Coordinate the location of hangers with other work.
D. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members,
E. Where ducts or other equipment prevent the regular spacir of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance.
F. Locate system on room axis according to reflected plan.
G. Do not support components on main runners or cross runnel if weight causes total dead load to exceed deflection
capability.
H. Do not eccentrically load system, or produce rotation of runners .
I. Install edge molding at intersection of ceiling and
vertical surfaces, using longest practical lengths. Mite corners. Provide edge moldings at junctions with other
interruptions.
J. Fit acoustic units in place, free from damaged edges or
other defects detrimental to appearance and function.
K. Install acoustic units level, in uniform plane, and free from twist, warp and dents.
L. Lay acoustic insulation for a distance of 48 inches eithe side of acoustic partitions.
Carlsbad Fire Suspended Acoustical Ceiling:
Station No. 5 09511 -
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3.0 3 TOLERANCES
A. Variation from Flat and Level Surface: 1/8 inch in 10 ft
B.
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Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. I*
3.0 4 SCHEDULE
A. "Ceramaguard" panels located in wet areas as shown on the
B. "Minaboard" panels located in other areas as shown on the
C. "Prismalouve" , "Lumaf lex", and "Prismalense" panels
D. Refer to reflected ceiling drawings for grid sizes.
Drawings.
Drawings.
located in luminous systems where indicated on the Drawin I
END OF SECTION
0
Carlsbad Fire Suspended Acoustical Ceiling
Station No. 5 09511 -
SECTION 09650
RESILIENT FLOORING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Resilient sheet flooring.
B. Resilient base.
1.02 RELATED SECTIONS
A. Section 03001 - Concrete: Floor substrate surface.
B. Section 09688 - Glue Down Carpet: Termination edging of
adjacent floor finish.
C. Section 09260 - Gypsum Board Systems: Wall materials to receive base.
1 . 03 REFERENCES
A. FS SS-T-312 - Tile, Floor: Asphalt, Rubber, Vinyl, Vinyl
Composition.
B. FS SS-W-40 - Wall Base: Rubber and Vinyl Plastic.
1.04 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame/fuel/smoke rating
requirements in accordance with ASTM E84.
1 . 05 SUBMITTALS
A. Submit samples under provisions of Section 01300.
B. Submit manufacturer's installation instructions under provisions of Section 01 300.
1-06 OPERATION AND MAINTENANCE DATA
A. Submit cleaning and maintenance data under provisions of
Section 01 700.
B. Include maintenance procedures, recommended maintenance
materials, and suggested schedule for cleaning, strippin
and re-waxing.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Store materials for three days prior to installation in area of installation to achieve temperature stability.
Carlsbad Fire Resilient Floori
Station No, 5 09650 -
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B. Maintain ambient temperature required by adhesive
manufacturer three days prior to, during, and 24 hours
after installation of materials.
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PART 2 PRODUCTS I. 2.01 MANUFACTURERS - SHEET FLOORING
A. Tarkett Flooring - "Designer/Optima", color as noted on the Drawings.
B. Substitutions: Under provisions of Section 01600.
2.02 ACCEPTABLE MANUFACTURERS - BASE MATERIALS
A. Burke Rubber; colors as noted on the Drawings. I 2.03 BASE MATERIALS
I coved; premolded external corners.
A. Base: Type I rubber;. 4 inch high; 1/8 inch thick; top set
B. Base Accessories: Premolded end stops and external
corners, of same material, size, and color as base.
2.04 ACCESSORIES
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A. Primers and Adhesives: Waterproof; types recommended by 0 flooring manufacturer.
B. Edge Strips: Where flooring meets carpeting, use vinyl "Carpet Companion" as detailed on the Drawings .
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are smooth and flat with maximum
variation of 1/8 inch in 10 ft (3 mm in 3 m), and are 1 ready to receive Work.
B. Verify concrete floors are dry to a maximum moisture content of 7 percent, and exhibit negative alkalinity,
carbonization, or dusting.
C. Beginning of installation means acceptance of existing 1 substrate and site conditions.
3.02 PREPARATION
A. Remove sub-floor ridges and bumps. Fill low spots,
cracks, joints, holes, and other defects with subfloor I@ filler.
Carlsbad Fire Resilient Floorin
Station No. 5 09650 -
B. Apply, trowel, and float filler to leave a smooth, flat,
hard surface.
C. Prohibit traffic from area until filler is cured.
D. Vacuum clean substrate.
3.03 INSTALLATION - SHEET MATERIAL
A. Install in accordance with manufacturers' instructions.
B. Spread only enough adhesive to permit installation of materials before initial set.
C. Set flooring in place, press with heavy roller to attain
full adhesion.
D. Lay flooring with joints and seams parallel to building
lines to produce minimum number of seams.
E. Terminate flooring at centerline of door openings where
adjacent floor finish is dissimilar.
F. Install edge strips at unprotected or exposed edges, and
where flooring terminates.
G. Scribe flooring to walls, columns, cabinets, floor
outlets, and other appurtenances to produce tight joints
a. Install edge strips where indicated. Fit joints tightly
3.04 INSTALLATION - BASE IATERIAL
A. Fit joints tight and vertical.
B. Install base on solid backing. Bond tight to wall and
floor surfaces.
C. Scribe and fit to door frames and other interruptions.
3 . 05 PROTECTION
A. Prohibit traffic on floor finish for 48 hours after
installation.
3.06 CLEANING
A. Remove excess adhesive from floor, base, and wall surfact
without damage.
B. Clean, seal, and wax floor and base surfaces in accordanc
with manufacturer's instructions.
END OF SECTION
Carlsbad Fire Resilient Floorir
Station No. 5 09650 -
SECTION 09688
CARPET - GLUE DOWN I
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PART 1 GENERAL
1.01 SECTION INCLUDES
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A. Carpeting glue down method. I B. Accessories.
1.02 REFERENCES (AS APPLICABLE)
A, ANSI/ASTM E648 - Critical Radiant Flux of Floor Covering
B. FS DDD-C-95 - Carpets and Rugs, Wool, Nylon, Acrylic,
C. FS DDD-C-0095 - Carpet and Rugs, Wool, Nylon, Acrylic,
D. FS DDD-C-1559 - Carpet, Loop, Low Pile Height, High
Systems Using a Radiant Heat Energy Source.
Modacrylic.
Modacrylic, Polyester, Polypropylene.
Density, Woven or Tufted with Attached Cushioning.
1 . 03 SUBMITTALS
A. Provide product data on specified products, describing
physical and performance characteristics; sizes, patterns, colors available, and method of installation.
Submit product data under provisions of Section 01300.
B. Submit samples under provisions of Section 01300.
C. Submit manufacturer's installation instructions under
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provisions of Section 01300.
1.04 OPERATION AND MAINTENANCE DATA 1 A.
B. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning and
shampooing.
1.05 QUALITY ASSURANCE
Submit maintenance data under provisions of Section 01700,
A. Manufacturer: Company specializing in woven carpet with three years minimum experience.
B. Installer: Company approved by manufacturer.
Carlsbad Fire Carpet - Glue DOW
Station No. 5 09688 -
1.06 REGULATORY REQUIREMENTS
A. Conform to ANSI/ASTM E648.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Store materials for three days prior to installation in
area of installation to achieve temperature stability.
B. Maintain minimum 70 degrees F (21 degrees C) ambient temperature three days prior to, during, and 24 hours after installation of materials.
PART 2 PRODUCTS
2 , 0 1 MANUFACTURERS
A. Bentley Carpet Mills, "Berwick Upon Tweed" loop carpet.
B. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Carpet: Conforming to the following criteria:
Type Multi-Level Textured Loop Manufacturing Technique Ultra Loop Machine Guage 1/8 inch Pile Height High: -250 Low: .187
Yarn Weight/Tufted 36 02. Total Weight 79 02. Yarn Content BSF Zeftron 500 ZX Nylon Primary Backing Polypropylene
Secondary Backing Action Bac
Static Control Zefstat Anti-Shock Control
Width 12 feet
Colorfast Warranty 10-Year Light
5-year Atmospheric
Contaminants
Flame Resistance Passes Methenamine Pill Test
Flooring Radiant Panel Critical Radiant Flux 0.94
Wear Performance Zefwear 10-Year Wear Warrant: Performance Certification Class I11 - Heaviest Traffic
(ASTM E648)
2.03 ACCESSORIES
DOC-FF? -70
watts/sq cm
A. Primers and Adhesives: Waterproof; of types recommended I carpet manufacturer.
B, "Carpet Companion'' as noted on Drawings.
Carpet - Glue Dol Carlsbad Fire
Station No. 5 09688 -
PART 3 EXECUTION
3.01 EXAMINATION I
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A. Verify that substrate surfaces are smooth and flat with
maximum variation of 1/8 inch in 10 ft (3 mm in 3 m) and
are ready to receive work.
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B. Verify concrete floors are dry to a maximum moisture
content of 7 percent; and exhibit negative alkalinity,
carbonization, or dusting.
substrate and site conditions. C. Beginning of installation means acceptance of existing
3.02 PREPARATION
A, Remove sub-floor ridges and bumps. Fill low spots,
cracks, joints, holes, and other defects with sub-floor
filler.
B. Apply, trowel, and float filler to leave smooth, flat,
C. Prohibit traffic until filler is cured.
D. Vacuum floor surface.
hard surf ace.
I 3.03 INSTALLATION
A. Apply carpet and adhesive in strict accordance with
manufacturers' instructions.
B. Lay out rolls of carpet.
C. Verify carpet match before cutting to ensure minimal
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D. Double cut carpet, to allow intended seam and pattern
match. Make cuts straight, true, and unfrayed. 1 E. Locate seams in area of least traffic.
F. Fit seams straight, not crowded or peaked, free of gaps.
G. Lay carpet on floors with run of pile in same direction a!
anticipated traffic,
H. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of color or pattern between rooms under doo: centerline.
I. Cut and fit carpet around interruptions.
Carlsbad Fire Carpet - Glue Dsw
Station No. 5 09688 -
J. Fit carpet tight to intersection with vertical surfaces
without gaps.
base. Terminate top of carpet with special lipped base gripper strip.
K. Extend carpet as base finish up vertical surfaces to for
L. Where carpeting meets resilient flooring, join using
carpet companion" as indicated on the Drawings. I1
3.04 CLEANING
A. Remove access adhesive from floor, base, and wall surfac
without damage.
B. Clean and vacuum carpet surfaces.
3.0 5 PROTECTION
A. Prohibit traffic from carpet areas for 24 hours after
installation.
END OF SECTION
Carlsbad Fire Carpet - Glue Do1 Station No. 5 09688 -
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SECTION 09900
PAINTING
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I. PART 1 GENERAL
1.01 WORK INCLUDED
A. Surface preparation.
B. Surface finish schedule.
1 ,02 RELATED WORK
A. Section 02584 - Pavement Marking.
B. Section 09955 - Vinyl Coated Fabric Wall Covering.
C. Section 08331 - Overhead Coiling Doors: Shop paint finish,
D. Division 15 - Mechanical Identification.
E. Division 16 - Electrical Identification,
1.03 REFERENCES
A. ANSI/ASTM Dl6 - Definitions of Terms Relating to Paint,
B. ASTM D2016 - Test Method for Moisture Content of Wood.
1 Varnish, Laquer, and Related Products.
1 -04 DEFINITIONS
A. Conform to ANSI/ASTM Dl6 for interpretation of terms used
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1.05 QUALITY ASSURANCE
A. Product Manufacturer: Company specializing in manufacturing quality paint and finish products with
three years experience.
B. Applicator: Company specializing in commercial painting
and finishing with five years experience.
1.06 REGULATORY REQUIREMENTS
A, Conform to applicable code for flame/fuel/smoke rating requirements for finishes.
Carlsbad Fire Paintin! I Station No. 5 09900 - *
1 . 07 SUBMITTALS
A. Samples: Provide samples under provisions of Section 01300. Provide six sample panels, 8 inches long
10 inches wide, illustrating special coating color, texture, and finish according to Finish Schedule on Drawings.
B. Product Data: Submit materials list of items proposed t be provided under this Section.
1. Submit manufacturer's specifications and other data needed to prove compliance with the specified requirements.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
01600.
B. Store and protect products under provisions of Section
01 600.
C. Deliver products to site in sealed and labelled
containers; inspect to verify acceptance.
D. Container labelling to include manufacturer's name, type
of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, anc
instructions for mixing and reducing.
E. Store paint materials at minimum ambient temperature of
degrees F (7 degrees C) and a maximum of 90 degrees F (3 degrees C), in well ventilated area, unless required
otherwise by manufacturer's instructions.
F. Take precautionary measures to prevent fire hazards and spontaneous combustion.
1 . 09 ENVIRONMENTAL REQUIREMENTS
A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrec F for 24 hours before, during, and 48 hours after
application of finishes, unless required otherwise by
manufacturer's instructions.
B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions.
C. Minimum Application Temperatures for Latex Paints: 45
degrees F (7 degrees C) for interiors; 50 degrees F (10
degrees C) for exterior; unless required otherwise by
manufacturer's instructions.
Carlsbad Fire Paintii
Station No. 5 09900 -
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D. Provide lighting level of 80 ft candles measured mid- m height at substrate surface.
1 . 10 EXTRA STOCK
A. Provide a one gallon container of each color and surface
texture to Owner.
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B. Label each container with color, texture, room locations,
and the architectural reference number (P- ) on the
Drawings, in addition to the manufacturer's label.
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PART 2 PRODUCTS
2 . 01 PAINT MATERIALS
A. Acceptable Materials:
1. Except that certain items of exterior metal are callec
for to receive a Kynar finish, and overhead coiling doors to receive a Frazee "Aro-Plate" industrial enamel finish, the Painting Schedule in Part 3 of this Section is based, in general, on products of the Sinclair Paint Company.
2. Equal products of other manufacturers approved in advance by the Architect may be substituted in accordance with the provisions of the Contract, and ir
accordance with pertinent provisions of Section 01600.
3. Where products are proposed other than those specifiec
by name and number in the Painting Schedule, provide under the product data submittal required by Article
1.07 of this Section a new painting schedule compiled in the same format used for the Painting Schedule
included in this Section.
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B. Undercoats and Thinners:
1. Provide undercoat paint produced by the same
2, Use only the thinners recommended by the paint
3. Insofar as practicable, use undercoat, finish coat,
manufacturer as the finish coat.
manufacturer, and use only to the recommended limits.
and thinner material as parts of a unified system of
paint finish.
2.02 FINISHES
A. Refer to the Drawings for surface finish and color schedule ,
2-03 APPLICATION EQUIPMENT
A, For application of the approved paint, use only such
equipment as is recommended for application of the
particular paint by the manfacturer of the particular
paint, and as approved by the Architect.
Carlsbad Fire Pa in t in! 09900 - : Station No. 5
B. Prior to the use of application equipment, verify that tl
proposed equipment is actually compatible with the material to be applied, and that integrity of the finish will not be jeopardized by the use of the proposed
equipment.
2.04 OTHER MATERIALS
A. Provide other materials not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of tht Architect.
PART 3 EXECUTION
3 . 01 INSPECTION
A. Verify that surfaces or substrate conditions are ready tc receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.
C. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture
content of surfaces are below the following maximums:
1 , Plaster and Gypsum Wallboard: 12 percent.
2, Masonry, Concrete, and Concrete Unit Masonry: 12
percent D
D. Beginning of installation means acceptance of existing
surfaces.
3.02 PREPARATION
A. Remove electrical plates, hardware, light fixture trim,
and fittings prior to preparing surfaces or finishing.
B. Correct minor defects and clean surfaces which affect WOI of this Section.
C. Shellac and seal marks which may bleed through surface
D. Asphalt, Creosote, or Bituminous Surfaces Scheduled for
finishes.
Paint Finish: Remove foreign particles to permit adhesion
of finishing materials. Apply compatible sealer or prime
prime defects after repair.
E. Gypsum Board Surfaces: Latex fill minor defects. Spot
F. Galvanized Surfaces: Remove surface contamination and oil and wash with solvent. Apply coat of etching primer.
Carlsbad Fire Paintin
Station No. 5 09900 -
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G. Interior Wood Items Scheduled to Receive Finish: Wipe off
dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes
and cracks after primer has dried; sand between coats.
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H. Exterior Wood Scheduled to Receive Paint Finish: Remove
dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted
exterior calking compound after prime coat has been applied.
I, Wood and Metal Doors Scheduled for Painting: Seal top and
bottom edges with primer.
J. Overhead Coiling Doors to Receive Shop Paint Finish: Clean
doors with mix of 1/3 cup detergent, 2/3 cup sodium
phosphate, and one quart of sodium hypochloride (5 percent
solution). Rinse with water, then wipe with mineral I spirits.
3 . 03 PROTECTION
A. Protect elements surrounding the work of this Section from
damage or disfiguration.
B. Repair damage to other surfaces caused by work of this
Section.
C. Furnish drop cloths, shields, and protective methods to
prevent spray or droppings from disfiguring other
surf aces .
D. Remove empty paint containers from site.
3.04 APPLICATION
A. General:
1.
1. Touch up shop-applied prime coats which have been
damaged, and touchup bare areas prior to start of finish coat application.
a. Do not apply additional coats until the completed
b. Only the inspected and approved coats of paint
3, Sand and dust between coats to remove defects visible
4. On removable panels and hinged panels, paint the back
2. Slightly vary the color of succeeding coats.
coat has been inspected and approved.
will be considered in determining the number of coats applied.
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 recommended by the material manufacturer
to suit adverse weather conditions.
Carlsbad Fire Painting I Station No. 5 09900 - 5
2. Consider oil-base or oleo-resinous solvent-type pain.
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 (
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 .
2. Cloudiness, spotting, holidays, laps, brush marks, an even film.
runs, sag, ropiness, and other surface imperfections
will not be acceptable.
D. Spray Applications:
1. Except as specifically otherwise approved by the
Architect, confine spray application to metal
framework and similar surfaces where hand brush work would be inferior.
provide the hiding equivalent of brush coats.
film thickness of two coats in one pass.
E. For completed work, match the approved Samples as to
2. Where spray application is used, apply each coat to
3. Do not double back with spray equipment to build up
texture, color, and coverage. Remove, refinish, or repair
work not in compliance with the specified requirements.
F. Miscellaneous Surfaces and Procedures:
1. Exposed Mechanical Items: a, Finish electrical panels, access doors, conduits, pipes, ducts, grilles, registers, vents, and iten
of similar nature to match the adjacent wall and
ceiling surfaces, or as directed.
registers, and grilles flat back.
coats of alkyd enamel.
2. Exposed Pipe and Duct Insulation:
b, Paint visible duct surfaces behind vents,
c. Wash metal with solvent, prime, and apply two
a. Apply one coat of latex paint on insulation whict has been sized or primed under other Sections; apply two coats on such surfaces when unprepared,
b, Match color of adjacent surfaces.
e. Remove band before painting, and replace after
pa int ing .
3. Hardware: a. Paint prime coated hardware to match adjacent
b. Paint metal portions of head seals, jamb seals,
surfaces;
and astragal seals to match the color of the door
frame unless otherwise directed by the Architect.
4. Wet Areas: a, In toilet rooms and contingous areas, add an approved fungicide to paints,
Carlsbad Fire Paintir
Station No. 5 09900 -
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b. For oil base paints, use 1 percent phenolmercuric
c. For water emulsion and glue size surfaces, use 4 or 4 percent tetrachlorophenol.
percent sodium tetrachlorophenate.
5. Interior: Use "stipple" finish where enamel is
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6. Exposed Vents: Apply two coats of heat-resistant
7. Kynar Finishes: Apply in strict accordance with the paint approved by the Architect.
recommendations of the manufacturer of the finish, and
as approved in advance by the Architect.
3.05 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A. Refer to Divisions 15 and 16 requirements for color codinc
and identification banding of equipment, ductwork, piping, and conduit.
B. Paint both sides and edges of plywood backboards for
electrical and telephone equipment before installing
equipment.
C. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing.
3.06 CLEANING
A. As Work proceeds, promptly remove paint where spilled, e splashed, or spattered.
B. During progress of Work maintain premises free of
unnecessary accumulation of tools, equipment, surplus
materials, and debris.
C. Collect cotton waste, cloths, and material which may
constitute a fire hazard, place in closed metal container:
and remove daily from site.
3.07 PAINTING SCHEDULE
A. Provide the following paint finishes.
B. Exterior Wood:
1. Semi-Gloss: a. First Coat ........... 289 Exterior Wood Primer
b. Second Coat 4800 Aqua Sash
c. Third Coat ........... 4800 Aqua Sash
..........
2. Stain (Oil Type):
3. Gloss (Alkyd):
a. First and Second Coats 3900 Stainteke
a. First Coat ........... 289 Exterior Wood Primer b. Second Coat .......... 250 Sash & Trim Enamel
C. Third Coat 250 Sash & Trim Enamel ...........
Carlsbad Fire Paint in?
c. Interior Concrete Block (Acrylic/Water Base):
1. First Coat ............... 1010 Vinyl Block Primer
2. Second Coat .............. 1790 Aqua coater
3. Third Coat ............... 3000 Aqua Suede Enamel
1. Gloss (Alkyd):
D. Exterior Metal (Ferrous):
a. First Coat ........... 15 Chrome Oxide Primer b, Second Coat .......... 248 Sash & Trim Primer c. Third Coat ........... 250 Sash & Trim Enamel
E. Exterior Metal (Galvanized):
a. Pretreatment .......... 7113 Vinyl Wash Primer b. First Coat ........... 25 Zinc Dust Primer c. Second Coat .......... 248 Sash & Trim Primer d. Third Coat ........... 250 Sash & Trim Primer
F. Special Exterior Netal:
1. Kynar: Apply in strict accordance with the
application recommendations of the Kynar manufacture: as approved in advance by the Architect. Colors as indicated on Drawings.
Enamel, Code Number 621 Semi-Gloss, color to match paint color P-3 as indicated on the Drawings; two
coats; for finish of Over'head Coiling Doors, Section
08331, Doors come factory-primed and ready for shop painting; no field painting will be permitted.
2, Frazee "Aro-Plate" Interior/Exterior Industrial
G. Interior Wood:
1, Semi-Gloss (Alkyd):
a. First Coat ........... 975 Sinco Prime Undercoatc b. Second Coat .......... 1800 Sinco Satin Enamel
c. Third Coat ........... 1800 Sinco Satin Enamel
H. Gypsum Wallboard
1, Eggshell (Acrylic/Water Base): (Typ. wall finish
throughout except as noted in 2. below.) a. First Coat ........... 1770 Pigmented PVA Sealer; b. Second Coat .......... 1790 Aqua Coater c, Third Coat ........... 3000 Aqua Suede Enamel
a. First Coat ........... 1770 Pigmented PVA Sealer
b. Second Coat .......... 975 Sinco Prime Undercoatc
2. Semi-Gloss (Alkyd): (At toilet rooms, showers, janitc
closet, and kitchen):
c. Third Coat ........... 1800 Sinco Satin Enamel
I. Interior Metal (Ferrous): (Hollow metal doors & frames)
1, Semi-Gloss (Alkyd):
a. First Coat ........... 15 Chrome Oxide Primer b. Second Coat .......... 975 Sinco Prime Undercoat€ c. Third Coat ........... 1800 Sinco Satin Enamel
Carlsbad Fire Paintin
Station No. 5 09900 -
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J. Interior Metal (Galvanized, Aluminum)
I. Semi-Gloss (Alkyd):
a. First Coat 28 White Prime
b. Second Coat .......... 1800 Sinco Satin Enamel
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3.08 SCHEDULE - COLORS
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1 A. Colors are indicated on the Drawings.
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END OF SECTION
0
Carlsbad Fire Paintin
Station No. 5 09900 -
SECTION 09955
VINYL COATED FABRIC WALL COVERINGS
PART 1 GENERAL
1.01 WORK INCLUDED
A. Surface preparation and prime painting.
B. Wall covering.
1.02 RELATED WORK
A. Section 09260 - Gypsum Board Systems: Wall substrate.
B. Section 09900 - Painting: Priming of substrate surfaces.
1 . 03 REFERENCES
A. ANSI/ASTM E84 - Test Method for Surface Burning
Characteristics of Building Materials.
B. FS CCC-W-408 - Wall Covering, Vinyl Coated.
1.04 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacturing
commercial wall fabrics with five years experience.
B. Applicator: Company specializing in installing wall
fabrics with five years experience.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame/fuel/smoke ratings c
25/35/50 when tested to ANSI/ASTM E84.
1 . 06 SUBMITTALS
A. Submit samples under provisions of Section 01300.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
01 608.
B. Store and protect products under provisions of Section
01600.
C. Inspect roll materials on site to verify acceptance.
D. Protect packaged adhesive from temperature cycling.
Carlsbad Fire Vinyl Coated Fabric Wall Covering
Station No. 5 09955 -
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E. Do not store roll goods on end.
1.08 ENVIRONMENTAL REQUIREMENTS
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A. Provide continuous ventilation and heating facilities to
maintain substrate surface and ambient temperatures above 60 degrees F, unless required otherwise by manufacturer's
instructions.
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B. Do not apply adhesive when substrate surface temperature
or ambient temperature is below 60 degrees F or relative
humidity is above 40 percent. I
C. Maintain these conditions 24 hours before, during, and
D. Provide lighting level of 80 ft candles measured mid-
after installation of adhesive wall covering.
height at substrate surfaces.
PART 2 PRODUCTS
2-01 ACCEPTABLE MANUFACTURERS AND PRODUCTS
A. Wall Covering VWC-1: Kinney Wall Covering "Genon" Vinyl;
color and locations as indicated on Drawings.
B. Wall Covering WC-2: B.F, Goodrich Koroseal "Muratone" Vinyl; color and locations as indicated on Drawings.
C. Wall Covering VWC-3: Wolf Gordon Acoustical Wall Carpet,
"Austin"; color and locations as indicated on Drawings.
D. Substitutions: Under provisions of Section 01600.
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PART 3 EXECUTION I 3.01 INSPECTION
A. Verify that substrate surfaces are prime painted and
ready to receive work, and conform to requirements of the
wall covering manufacturer.
B, Verify flatness tolerance of surfaces does not vary more than 1/8 inch in 10 feet nor vary at a rate greater than
1/16 inch/ft.
C, Beginning of installation means acceptance of existing
surfaces.
3.02 PREPARATION
A. Fill cracks and smooth irregularities with filler; sand
smooth.
Carlsbad Fire Vinyl Coated Fabric Wall Covering:
Station No. 5 09955 - :
B. Wash surfaces with trisodium phosphate, rinse and
C. Sand glossy surfaces. Shellac marks which may bleed.
D. Clean surfaces of loose particles.
neutralize; wipe dry.
3.03 INSTALLATION
A. Apply adhesive and wall covering in accordance with
B. Razor trim edges on flat work table. Do not razor cut 01
C. Apply wall covering smooth, without wrinkles, gaps or
manufacturer's instructions.
gypsum board surfaces.
overlaps. Eliminate air pockets and ensure full bond to substrate surface. Butt edges tight.
D. Horizontal seams are not acceptable.
E. Do not seam within 2 inches of internal corners or withir
6 inches of external corners.
F. Install wall covering before installation of bases,
hardware, or items attached to or spaced slightly from wall surface. Do not install wall covering more than 1/L
inch below top of resilient base.
G. Cover spaces above and below windows, above doors, in
sequence from roll.
3. Remove excess wet adhesive from seam before proceeding tc
next wall covering sheet. Wipe clean with dry cloth.
3.04 CLEANING
A. Clean wall coverings of excess adhesive, dust, dirt, and
i3. Replace wall plates and accessories removed prior to work
other contaminants.
of this Section.
3.05 PROTECTION
A. Protect finished installation under provisions of Section
01500.
3.06 SCHEDULE
A. Refer to Drawings.
END OF SECTION
Carlsbad Fire Vinyl Coated Fabric Wall Covering
Station No. 5 09955 -
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SECTION 101 65
PLASTIC LAMINATE TOILET COMPARTMENTS
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PART 1 GENERAL
1.01 SECTION INCLUDES
1.
A. Ceiling hung plastic laminate toilet partitions. I B. Attachment hardware.
1.02 RELATED SECTIONS
A. Section 06112 - Framing and Sheathing: Above ceiling
B. Section 10800 - Toilet and Bath Accessories.
framing for ceiling hung partitions. I
1.03 REFERENCES
A. ANSI A208.1 - Mat Formed Wood Particleboard.
B. NEMA LD-3 - High Pressure Decorative Laminates.
1.04 SUBMITTALS I A. Submit product data under provisions of Section 01300.
B. Submit product data for components, hardware, and accessories.
C. Submit samples under provisions of Section 01300.
D. Submit two samples 3 x 6 inch in size illustrating panel
E. Submit manufacturer's installation instructions under
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colors.
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provisions of Section 01300.
1.05 FIELD MEASUREMENTS
A. Verify field measurements are as shown on Drawings.
PART 2 PRODUCTS I 2.0 1 MANUFACTURERS
A. Bobrick Washroom Equipment. Product: 1048 Series Ceiling
B. Substitutions: Under provisions of Section 01600.
Hung Plastic Laminate Toilet Partitions.
Carlsbad Fire Plastic Laminate Toilet COmpartmentr
Station No. 5 10165 - '
2 . 02 MATERIALS
A. Wood Particle Board Core: Three-ply resin impregnated
particle board.
B. Plastic Laminate: NEMA LD-3 General Purpose type 1/16 in(
thick.
2.03 ACCESSORIES
A. Shoe: ASTM A167, Type 304 22 gage stainless steel, 4 inch high with adjustable screw jack.
B. Attachments, Screws, and Bolts: Stainless steel, heavy duty extruded aluminum brackets.
C. Through Bolts and Nuts: Stainless steel.
2 . 04 HARDWARE
A. Hinges: Non-ferrous cast pivot hinges, gravity type,
adjustable for door close positioning, nylon bearings.
B. Latch and Keeper: Thumb turn door latch, door strike and
keeper with rubber bumper.
C. Coat Hook: Cast alloy hook with rubber bumper tip.
2.05 FABRICATION
A. Fabricate partitions by applying single sheet plastic
laminate finish to faces and edges of core material usins
adhesive and pressure bonding. Seal edges of cut-outs. Bevel corners and edges.
B. Reinforce stiles with 11 gage steel core reinforcement
sandwiched within particle core at attachment points. Router cut openings as required.
C. Thickness of Partition Panels and Doors: One inch.
D. Thickness of Stiles: One inch.
2.06 FINISHES
A. Plastic Laminate: Matte finish color as selected.
B. Stainless Steel Surfaces: Satin finish.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that openings are ready to receive work.
Carlsbad Fire Plastic Laminate Toilet Compartment
Station No. 5 10165 -
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I B. Verify field measurements are as shown on Drawings.
C. Verify correct location of built-in framing, anchorage, bracing, and plumbing fixtures.
D. Beginning of installation means installer accepts existin<
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conditions.
3.02 ERECTION
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I A. Erect in accordance with manufacturer's instructions.
B. Install partition components secure, plumb and level.
C. Attach panel brackets securely to walls and ceilings usin:
appropriate anchor devices.
D. Attach panels and pilasters to brackets with through bolt:
and nuts.
E. Provide 1/2 inch space between wall surface and panels or stiles.
F. Support stiles from above ceiling framing using two adjustable hanging studs to provide vertical levelling.
Conceal ceiling fastenings with pilaster shoes.
G. Equip each toilet stall door with top and bottom hinges,
and door latch.
H. Install door strike keeper on each stile in alignment
with door latch.
I. Equip each toilet stall door with one coat hook and bumpe:
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3.03 ERECTION TOLERANCES 1 A. Maximum Variation From Plumb or Level: 1/8 inch.
B. Maximum Misplacement From Intended Position: 1/8 inch.
3.04 ADJUSTING
A. Adjust and align door hardware to uniform clearance at vertical edges of doors. Clearance space not to exceed
3/16 inch.
B. Adjust door hinges so that free movement is attained and
will locate in-swinging doors in partial open position when unlatched.
Carlsbad Fire Plastic Laminate Toilet Compartment
Station No. 5 10165 -
3.05 CLEANING
A, Clean work under provisions of Section 01700.
B. Remove protective coverings.
C. Clean surfaces and hardware.
3.06 PROTECTION OF FINISHED WORK
A. Protect finished installation under provisions of Sectior
01 500.
B. Field touch-up of finished surfaces will not be permittee
Replace damaged components.
3.07 SCHEDULES
A. See Schedule on the Drawings.
END OF SECTION
Carlsbad Fire Plastic Laminate Toilet Compartment:
Station No, 5 10165 -
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SECTION 10350
FLAGPOLES
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PART 1 GENERAL
1.01 WORK INCLUDED
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A. Aluminum flagpoles. I B. Ground mount.
C. Halyards and accessories.
1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS
A. Furnish anchor devices and foundation tube sleeve to Section 03001 - Concrete for placement.
1.03 RELATED WORK
A. Section 0.3001 - Concrete: Concrete base construction.
I . 04 REFERENCES
A. ASTM B241 - Aluminum and Aluminum-Alloy Seamless Pipe and
Seamless Extruded Tube.
1.05 SYSTEM DESCRIPTION I A. Type: Ground set; fixed type.
B. Pole Design: Cone tapered.
C. Nominal Height: 25 ft measured from top of base.
D. Halyards: Internal type.
1 . 06 PERFORMANCE
A. Pole Without Flag: Resistant without permanent deformatioi
90 miles/hr wind velocity.
1 . 07 QUALITY ASSURANCE
A. Design flagpole foundation under direct supervision of a
Professional Structural Engineer experienced in design of this work, registered in the State of California I
1.08 SUBMITTALS
A. Provide product data on pole, accessories, configurations base attachment details, anchor requirements, and imposed 1. loads.
Carlsbad Fire Flagpole
Station No. 5 10350 -
B. Submit manufacturer's installation instructions under
provisions of Section 01300.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 016
B. Store and protect products under provisions of Section
01 600.
c. Spiral wrap flagpole with protective covering and pack ii
protective shipping tubes or containers.
D. Protect flagpole and accessories on site from damage or
moisture .
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. American Flagpole Division of Kearney-National, Inc.
B. Acme Flagpoles Co. Div. of Lingo, Inc.
C. Babcock-Davis Associates, Inc.
D. Substitutions: Under provisions of Section 01600.
2.02 POLE MATERIALS
A. Aluminum: 6063 alloy, T6 temper.
2.03 COMPONENTS AND ACCESSORIES
A. Finial Ball: 14 gage spun aluminum; 6 inch diameter.
B. Truck Assembly: Cast aluminum; revolving; stainless steel ball-bearings; non-fouling; and two 2-3/8 inch diameter
sheaves .
C. Cleats: 9 inch size, aluminum with aluminum steel
fastenings, two per halyard.
D. Cleat Box: Aluminum, with built-in hinge and hasp
assembly, attached to pole with tamperproof screws inside box.
E. Halyards: 5/16 inch diameter polypropylene, braided, white. Provide two each, with two "Quiet Halyard" flagclasps.
Flagpole Carlsbad Fire
Station No. 5 10350 -
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2.04 MOUNTING COMPONENTS
A. Foundation Tube Sleeve: AASHTO M-36, corrugated 16 gage
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steel, galvanized, depth as indicated by flagpole manufacturer.
B. Provide metal flash collar.
C. Lightning Ground Rod: 3/4 inch diameter attached to base
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plate. I 2.05 POLE FABRICATION
A. Outside Butt Diameter: 5-1/2 inches.
B. Outside Tip Diameter: 3-1/2 inches.
C. Nominal Thickness: -188 inches.
2.06 FINISHES
A. Metal Surfaces in Contact With Concrete: Asphaltic paint.
B. Concealed Steel Surfaces: Galvanized to 1.25 oz/sq ft.
C. Finial: Spun aluminum finish.
1 PART 3 EXECUTION
3.01 INSPECTION
A. Verify that concrete foundation is ready to receive work
and dimensions are as instructed by the manufacturer.
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B. Beginning of installation means acceptance of existing
conditions. 1 3 . 02 PREPARATION
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A. Coat metal sleeve surfaces below grade and surfaces in
contact with dissimilar materials with asphaltic paint.
3.03 INSTALLATION
A. Install flagpole, base assembly, and fittings in strict
accordance with manufacturer's instructions. 1 B. Electrically ground flagpole installation.
C. Install metal flash collar for flagpoles base set in concrete base. Fill foundation tube sleeve with sand and
compact .
Carlsbad Fire Flagpole
Station No. 5 10350 -
3 0 4 TOLERANCES
A. Maximum Variation From Plumb: [One inch.
3.05 ADJUSTING AND CLEANING
A. Clean surfaces.
B. Adjust operating devices so that halyards function smoot
3.06 SCHEDULE
A. Location of flagpole indicated on the Drawings.
END OF SECTION
Carlsbad Fire Flagpole:
Station No. 5 10350 - 1
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SECTION 10400
IDENTIFYING DEVICES I
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PART 1 GENERAL
1.01 SUMMARY
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A, Provide identifying devices where shown on the Drawings, as specified herein, and as needed for a complete and proper installation.
1 -02 SUBMITTALS
A.
B. Submit sample of shop-painted lettering for acceptance by
C. Submit shop drawings of post and panel signs showing
Comply with pertinent provisions of Section 01300.
I the Architect,
sizes, lettering sizes, and mounting method.
D. Submit manufacturers' written mounting instructions, I 1.03 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 PRODUCTS
2.01 APPROVED MANUFACTURERS
A, Building Identification, Address Identification, and Sign
Plaques: Designs based on use of standard products manufactured by Architectural. Signing, Inc,, 3082 Glencoe Avenue, Marina Del Rey, California 90261, and trade names
of that manufacturer are used herein. Except for Post and
Panel Signs specified in B. below, these identifying devices are to be of the same manufacturer.
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B. Post and Panel Signs: Best Sign Systems, Montrose,
C. Provide the products upon which designs are based, or
Colorado (800) 235-2378.
provide equal products of another manufacturer approved ir advance by the Architect,
2.02 BUILDING IDENTIFICATION
A. Provide two sets of raised hollow LF Series primed steel letters, shop-painted to match paint color P-3, where indicated on the Drawings, and with the following attributes.
Carlsbad Fire Identifying Device< I Station No. 5 10400 -
1. 10 inches high x 2 inches deep;
2. All seams solder sealed, sanded, and finished so no
exposed edges are visible.
3. Use "Venus Medium Extended" style, all caps.
4. Graphics: City of Carlsbad Fire Station No. 5.
B. Provide one set of raised hollow LF Series primed steel letters, shop-painted to match paint color P-3, where
indicated on the Drawings, and with the following
attributes.
1. 6 inches high x 1 -1/2 inches deep;
2. All seams solder sealed, sanded, and finished so no
3. Use "Venus Medium Extended" style, all caps.
4. Graphics: City of Carlsbad Fire Station No. 5.
exposed edges are visible.
2.03 ADDRESS IDENTIFICATION
A. Provide one set of raised hollow LF Series primed steel
address numbers, shop-painted to match paint color P-3, where indicated on the Drawings, and with the following attributes.
1 ,, 6 inches high x 1 -1/2 inches deep;
2. All seams solder sealed, sanded, and finished so no
3. Use "Venus Medium Extended" style, all caps.
4. Graphics: Refer to Drawings.
exposed edges are visible.
2.04 SIGN PLAQUES
A. Sign plaque at public entrance to fire station; ASP
process, SPE construction; wall-mounted where indicated (
Drawings.
1, Size: 9 inches wide x 4 inches deep.
2. Lettering: "Venus Medium Extended" style, black
3. Plaque Color: SC-801 Medium Seige.
4, Graphics: "RING BELL FOR ASSISTANCE"
letters, all caps.
2.05 POST AND PANEL SIGNS
A. Posts: "Frame 3800" of extruded alurninum, 4 inches x 2 inches, 3/16-inch side walls, black anodized finish; as manufactured by Best Sign Systems.
9. Panels: Fiberglass sign panel, 1/4 inch thick, 3-ply laminate with contrasting core. Black panel with white
letter fill; as manufactured by Best Sign Systems.
C. Letter Style: Helvetica Mediun.
Carlsbad Fire Identifying Devicc
Station No. 5 10400 -
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D. Provide three signs, sized as detailed and where located
on the Drawings, with wording as follows:
1. "EMERGENCY VEHICLES ONLY - DO NOT ENTER"
2. "ONE WAY - DO NOT ENTER" 3. VISITOR PARKING"
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PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the work of this Section will be performed. Correct conditions
detrimental to the tinely and proper completion of the
Work. Do not proceed until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Install the work of this Section in strict accordance wit?
the manufacturers' recommendations as approved by the
Architect, using only the approved mounting materials, an(
locating all components firmly into position, level and
plumb.
END OF SECTION
0
Carlsbad Fire Identifying Device I Station No. 5 10400 -
SECTION 10500
LOCKER ROOM BENCHES
PART 1 GENERAL
1.01 SUMMARY
A. Provide five (5) fiberglass locker room bench for Locker
Room 214 where indicated on the Drawings and as specifiec herein.
1.02 SUBMITTALS
A. Submit manufacturer's product data under provisions of
Section 01 300.
1.03 DELIVERY, STORAGE, AND HANDLING
A. Comply with provisions of Section 01600.
PART 2 PRODUCTS
2.0 1 MANUFACTURER
A. Goldshield Fiberglass, 11 751 Industry Avenue, Fontana, CI
B. Substitutions: Comply with provisions of Section 01600.
92335, (71 4) 681 -31 31 .
2.02 BENCH
A. Provide five fiberglass benches 6 feet long, movable.
B. Colors: By Cook Paint & Varnish Company; Polycor-Gel
Coat. Both top and base N-200.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install where indicated on the Drawings - without sand
placed into bases; not required.
END OF SECTION
Carlsbad Fire Locker Room Benche
Station No. 5 10500 -
B
SECTION 10522
FIRE EXTINGUISHERS AND CABINETS I
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1. PART 1 GENERAL
1.01 WORK INCLUDED
A, Fire extinguishers; two types.
B. Cabinets; two types as indicated herein and noted on the
Drawings.
1 . 02 RELATED WORK
A. Sections 06112 - Framing and Sheating, and 09260 - Gypsu Board Systems: Roughed-in wall openings.
I . 03 REFERENCES
A. NFPA 10 - Portable Fire Extinguishers,
1-04 QUALITY ASSURANCE 1
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A, Conform to NFPA 10 requirements for extinguishers.
1 . 05 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Include physical dimensions, operational features, color and finish, wall inounting brackets with mounted measurements, anchorage details, rough-in measurements,
location, and details.
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C. Submit manufacturer's installation instructions under
provisions of Section 01300.
1.06 OPERATION AND MAINTENANCE DATA
A. Submit manufacturer's operation and maintenance data unde:
provisions of Section 01700.
B. Include test, refill or recharge schedules, procedures, I and re-certification requirements.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Do not install extinguishers when ambient tempertures may
cause freezing.
Carlsbad Fire Fire Extinguishers and Cabinet I Station No. 5 10522 -
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. J.L. Industries, 4450 W. 78th St. Circle, Bloomington, M
55435, (612) 835-6850.
B. Substitutions: Under provisions of Section 01600.
2.02 EXTINGUISHERS
A. Dry Chemical Type: Heavy duty steel tanks, manufactured J.L. Industries; with pressure gage.
1. "Cosmic E5", UL rated 2A1 OBC, 5 lb. capacity.
2. "Cosmic ElO", UL rated 4A60BC, 10 lb. capacity.
2 . 0 3 CABINETS
A. (FEC-1) Cabinet: Formed sheet steel, 18 gage, recessed type, size IO-1/2 x 24 x 6 inches. White epoxy-coated co rolled steel door, with double strength (DS) glass; "Embassy #5614V10" as manufactured by J.L. Industries.
B. (FEC-2) Cabinet: Formed sheet steel, electrostatic whit epoxy finish; surface mounted, trimless, size 10-1/2 x 2
x 6 inches; with identity door, 3/16-inch frameless,
aluminum backed textured obscure acrylic with die-cut lettering arranged vertically along hinge on the back; r
background, white letters; "Panorama #lo1 3P46" as manufactured by J.L. Industries.
C. Mounting Hardware: Appropriate to cabinet.
D. Graphic Identification: On cabinet noted in paragraph B
above, "Fire Extinguisher" located as specified.
2.04 FINISHES
A. Extinguishers: Red enamel.
B. Cabinet Trim and Door: White epoxy coated cabinets;
cabinet with door with glass insert - white epoxy coated
PART 3 EXECUTION
3.01 INSPECTION
A. Verify rough openings for cabinet are correctly sized an( located.
B. Beginning of installation means acceptance of existing
conditions.
Carlsbad Fire Fire Extinguishers and Cabine Station No. 5 10522 -
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3.02 INSTALLATION
A. Install cabinets plumb and level in wall openings, or
3. Secure rigidly in place in accordance with manufacturer's
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surface mount, as indicated on the Drawings.
instructions.
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END OF SECTION
a
Carlsbad Fire Fire Extinguishers and Cabinet
Station No. 5 10522 -
SECTION 10800
TOILET AND BATH ACCESSORIES
PART 1 GENERAL
1 . 01 SECTION INCLUDES
A. Toilet, bath, shower, and washroom accessories.
B. Attachment hardware.
1 . 02 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide product data on accessories describing size, finish, details of function, attachment methods.
C. Submit manufacturer's installation instructions under provisions of Section 01300.
1-03 KEYING
A. Supply three keys for each accessory to Owner.
B. Master key all accessories.
1.04 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough1
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.
PART 2 PRODUCTS
2 . 01 MANUFACTURERS
A. Bobrick Washroom Equipment.
B. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Anchors and Fasteners:
1. Provide anchors and fasteners capable of developing a
retaining force commensurate with the strength of the accessory to be mounted, and well suited for use with the supporting construction.
head fasteners with finish matching the accessory. 2. Where exposed fasteners are permitted, provide oval
Carlsbad Fire Toilet and Bath Accessorie
Station No. 5 10800 -
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B. Except as otherwise noted, provide stainless steel with I
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satin finish on all items of this Section.
C. Refer to the schedule on the Drawings accessories to be
provided; locate as indicated on the Drawings.
PART 3 EXECUTION
3 . 01 EXAMINATION
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A. Verify that site conditions are ready to receive work and
dimensions are as indicated on shop drawings and as instructed by the manufacturer. Notify Architect of any
conflicts.
B. Beginning of installation means acceptance of existing
conditions.
3.02 PREPARATION
A. Deliver inserts and rough-in frames to site at appropriah
time for building-in.
B. Provide templates and rough-in measurements as required.
C. Verify exact location of accessories for installation.
3.03 INSTALLATION
A. Install fixtures, accessories and items in accordance wit1
B. Install plumb and level, securely and rigidly anchored to
0
manufacturers' instructions.
substrate.
3 . 0 4 SCHEDULE
A. See Drawings.
I END OF SECTION
Carlsbad Fire Toilet and Bath Accessorie
Station No. 5 10800 -
SECTION 11 01 2
VACUUM CLEANING SYSTEMS
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor and materials necessary to completely install built-in central vacuum systems, including hoses and attachments, ready to operate, where shown on the Drawings and as specified herein.
B. Related Work:
1. Documents affecting the Work of this Section include,
but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections ir Division 1 of these Specifications.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Submit:
1. Manufacturer's specifications, installation instruc-
tions, and other product data needed to prove compliance with the specified requirements.
2. Shop Dra.wings showing in complete detail the method o
installing and attaching the equipment, and locations
of cleaning system collection units, inlet valves, an other components.
3. Operation and maintenance manual.
1.03 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01600.
1.04 WARRANTY
A. Provide manufacturer's one-year guarantee against defects
in material or factory workmanship; and manufacturer's
Lifetime Warranty.
PART 2 PRODUCTS
2.01 EQUIPMENT
A. Two (2) Central Vac Model CV-11-LVA Built-in Vacuum Systems, with automatic inlet valves (quantity as indicated on Drawings), 2-inch PVC vacuum tubes and
fittings; as manufactured by Central Vac International;
distributed by Central Systems Inc., 3232 East Olympic
Boulevard, LQS Angeles, CA 90023, (213) 264-2772.
Carlsbad Fire Vacuum Cleaning System$
Station No. 5 11012 - 1
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1. Provide 35-foot hose and complete set of attachments for each system. 1
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1 Station No. 5 11012 -
1. 2.02 OTHER MATERIALS
A. Provide other 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 I 3.01 EXAMINATION
A. Examine the areas and conditions under which the Work of this Section will be performed. Correct conditions detrimental to the timely and proper completion of the Work. corrected. Do not proceed until unsatisfactory conditions are
3.02 INSTALLATION
A. Install the Central Vac system in accordance with the
manufacturer's installation recommendations, where
indicated on the Drawings.
B. Provide the number of inlet wall valve assemblies indicated and where shown on the Drawings. 0
3.03 FIELD QUALITY CONTROL
A. Vacuum test the complete system as outlined by the
manufacturer prior to release for use. I
3.04 DEMONSTRATION
A. Demonstrate to Owner's personnel the proper use and
maintenance of the systems in accordance with the manufacturer's recommendations.
I END OF SECTION
Carlsbad Fire Vacuum Cleaning System
SECTION 11 132
PROJECTION SCREENS
PART 1 GENERAL
1.01 SUMMARY
A. Provide a projection screen as specified herein.
1.02 SUBMITTALS
A. Submit product data and manufacturer's mounting
instructions according to provisions of Section 01300.
1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 PRODUCTS
2.01 PROJECTION SCREEN
A. Provide a "Luma" Spring Roller Operated Classroom .Size
Projection Screen, as manufactured by Draper, conforming to the following:
1. Viewing Surface: 50 inches high x 50 inches wide;
fiberglass matt white, flame and mildew resistant;
fabric to be attached to one-piece rigid steel roller
with "Fabrik-Lok" spline/groove construction. Bottom
of viewing surface to be securely mounted on tubular
steel slat, with ends protected by vinyl caps.
2. Overall Case Length: 52-1/8 inches.
3. To have 22 gage pentagonal steel case of flat back
design, with vinyl wa1nut.woodgrain finish. To have
specially designed friction-free closure. 16 gage chrome-plated end caps to have integral roller
brackets, fully concealing roller ends. Furnish with matching universal mounting brackets. 4.
PART 3 EXECUTION
3 . 01 SCHEDULE
A. Mount projection screen in cabinet where indicated on the Drawings.
END OF SECTION
Carlsbad Fire Projection Screen5
Station No. 5 11132 - 1
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SECTION 11 400
FOOD SERVICE EQUIPMENT 1
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I. PART 1 GENERAL
1.01 SUMMARY
A. Provide food service equipment where shown on the
Drawings, as specified herein, and as needed for a complete and proper installation.
B. Related Work: Providing utility services is part of the
work of Sections in Divisions 15 and 16 of these
Specifications.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Product Data - Submit:
1. Materials list of items proposed to be provided under
this Section; 2. Manufacturer's specifications and other data needed tc
prove compliance with the specified requirements;
3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become thc basis for accepting or rejecting actual installation
procedures used on the Work. 0
C. Operation and Maintenance Data: Upon completion of this portion of the Work, and as a condition of its acceptance deliver to the Architect all operation and maintenance
manuals which accompany the installed equipment.
1 . 03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughl:
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.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
Carlsbad Fire Food Service Equipmen
Station No. 5 11400 -
PART 2 PRODUCTS
2.01 RANGE
A. Where indicated on the Drawings, provide one "Wolf
Challenger Line" range, Model No. CHSS-4-218-F.T.22,
double-oven 45-inch wide range from Wolf Range
Corporation, Compton, California (213) 637-3737, with
stainless steel hi-shelf, four open to? burners, 22-inch mirror-steel griddle. Wolf Range Gorp. representative is Hicks & Company, 5082 Bolsa Avenue, Suite 107, Huntington
Beach, California 92649, (714) 891-8609.
2.02 EXHAUST HOOD
A. Where indicated on the Drawings, provide one Model pWV24
slopeline "Vent-A-Hood Magic Lung" exhauster, of size to
accommodate Viking Range specified herein; with 12-inch
tall straight extension to ceiling, stainless steel
construction, and with two Model 200 dual exhausters
centered over burners and griddle of range below, or
provide an equal exhaust hood approved in advance by the Architect. 1. Provide duct exhaust stacks of 16 gage metal, welded
2. Cooperate as necessary with the work of Division 15 c
and seamless.
these Specifications to provide makeup air at hood.
2.03 PATIO BARBEQUE
A. Where indicated on the Drawings, provide one 4-burner "Turbo" Model Gas Barbeque with self-starting electronic
ignition and roll-top hood of porcelain enamel. Model
manufactured by B.B.Q.'s Galore, 2338 Harbor Boulevard, Costa Mesa, Calif. , (71 4) 545-6080.
2.04 GARBAGE DISPOSER
A. Where indicated on the Drawings, provide In-Sink-Erator "Classic" garbage disposer, or provide equal item o€ othe manufacturers as approved in advance by the Architect.
2.05 REFRIGERATOR
A. "Defiance" Model B24R - 15.5 cu ft, 24 inch wide
refrigerator; as manufactured by Defiance International,
Ltd., and distributed by Western Wholesale Appliances,
1234 Simpson Way, Escondido, 92025, (619) 743-7677;
installed were indicated on the Drawings.
Carlsbad Fire Food Service Equipinen
Station No. 5 11400 -
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2.06 FREEZER
A. "Defiance" Model B24F - 15.5 cu ft, 24 inch wide freezer;
as manufactured by Defiance International, Ltd., and distributed by Western Wholesale Appliances, 1234 Simpson Way, Escondido, 92025, (619) 743-7677; installed were indicated on the Drawings.
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I 2.07 BUILT-IN MICROWAVE OVEN
A. Amana Built-In "Radarange" Oven, 700-watt cooking power,
Model No. R01020 with R027TK 27-inch trim kit; installed in cabinet where indicated on the Drawings. I
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2.08 OTHER MATERIALS
A, Provide other 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
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the Work of
this Section will be performed. Correct conditions detrimental to tirnely and proper completion of the Work.
Do not proceed until unsatisfactory conditions have been corrected.
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3.02 INSTALLATION, GENERAL
A. Except as modified by requirements of governmental
agencies having jurisdiction, install in accordance with
recommendations of the manufacturer as approved by the
Architect, and the pertinent UL design requirements,
B. Cooperate as needed with adjacent trades to assure proper
and adequate provision in the work of those trades for
interface with the Work of this Section,
C. Put all items of equipment through at least five complete cycles of operation, adjusting as needed to assure proper I operation.
3.03 INSTALLATION, RANGE
A. Install a wrap-around insulated heat shield on three side
of range leaving the front exposed, in accordance with 1 range manufacture's recommendations.
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Carlsbad Fire Food Service Equipmen
Station No. 5 11400 - I
3 . 04 CLEANING UP
A. In addition to other stipulated requirements for cleaning
completely remove fingerprints and traces of soil from th
surfaces of all Work of this Section, using only those
cleaning materials recommended for the purpose by the
manufacturer of the material being cleaned.
END OF SECTION
Carlsbad Fire Food Service Equipmen
Station No. 5 11400 -
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SECTION 1251 2
HORIZONTAL LOUVER BLINDS I
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p PART 1 GENERAL
1.01 SUMMARY
A. Provide horizontal louver blinds where shown on the Drawings, as specified herein, and as needed for a complete and proper installation.
1-02 SYSTEM DESCRIPTION
A. Horizontal metal slat louver blinds installed at window
openings, manual control of raising and lowering by cord; blade angle adjustable by control wand. I 1.03 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
B. Deliver blinds wrapped and crated in a manner to prevent
01600.
damage to components or marring of surfaces.
C. Store and protect products under provisions of Section
01 600.
D. Store in a clean, dry area, laid flat and blocked off ground to prevent sagging, twisting, or warping.
PART 2 PRODUCTS
1.
I 2.01 MANUFACTURERS
A. Levolor Lorentzen, Inc. "Microblinds".
B. Substitutions: Under provisions of Section 01600.
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A. Louver Slats: 1/2-inch (15mm) wide; 0.010 inch thick spring tempered prefinished aluminum horizontal slats, I with manufacturing burrs removed.
I configuration. B. Slat Support: Braided polyester yarn, ladder
C. Head Rail Housing: Prefinished, formed aluminum box,
internally fitted with hardware, pulleys and bearings for
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I Carlsbad Fire Horizontal Louver Blind:
Station No. 5 12512 - '
D. Cord: Of braided high-strength synthetic fibers of
diameter commensurate to size of rout hole in slat.
E. Control Wand: "Magic Wand Guardian Tilter", transparent plastic with hexagonal cross section, 5/16 inch across flats for comfortable grip.
F. Accessory Hardware: Type recommended by blind manufacture
2.03 FACTORY FINISHING
A. Blind Slats and Head Rail Housing: Levelor Microblind
Color No. 312 Greige (S)T.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive the work.
B. Do not commence fabrication until field measurements are confirmed.
C. Ensure structural supports are correctly placed.
D. Beginning of installation means installer accepts existin surf aces.
3.02 INSTALLATION
A. Install blinds in accordance with manufacturer's
instructions.
3 . 03 TOLERANCES
A. Maximum Variation of Gap at Window Opening Perimeter:
B. Maximum Offset From Level: 1/8 inch.
1/4 inch.
3.04 ADJUSTING
A. Adjust blinds for smooth operation.
3.05 CLEANING
A. Clean work under provisions of 01700.
END OF SECTION
Carlsbad Fire Horizontal Louver Blind
Station No. 5 12512 -
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SECTION 15300
BREATHING AIR COMPRESSOR 1
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F PART 1 GENERAL
1 . 01 SECTION INCLUDES
A. Contractor Responsibilities: Provide and place where
indicated on the Drawings a breathing air compressor unit with associated air storage system and filling station as specified.
B, Manufacturer Responsibilities: The manufacturer will makt
high pressure connections between FS-17, the fill station,
and ASME receivers; also final electric hookup in the unil
control box and run-check of the entire system.
1, Electric power supply to unit control box. C. Products Installed But Not Furnished Under This Section:
1.02 SYSTEM DESCRIPTION
A. Design Requirements: Upon completion, system will delivei 1 Grade E air as tested by an independent laboratory.
1 . 03 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B, Submit manufacturer's product data and installation instructions.
C. Project Closeout: Upon completion, provide the Owner wit1
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parts and service manuals on all components.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store unit according to pertinent provisions
of Section 01600.
1.05 WARRANTY
A. Provide the manufacture's one-year warranty on all parts
and labor,
1 PART 2 PRODUCTS
2 . 0 1 MANUFACTURERS
A. The complete unit and components specified herein are those manufactured by Bauer Compressors, San Francisco,
(41 5) 887-1 927.
Carlsbad Fire Breathing Air Compresso
Station No. 5 15300 -
2.02 COMPRESSOR UNIT
A. Bauer FS17-E3 Compressor with:
1. K15 compressor block with a filling rate of 17 cubic
feet per minute; 2. Full gauge panel, including stage pressure gauges foi
each stage, oil pressure gauge, and hour running
meter; 3, High temperature shut-down control unit;
4. Low oil pressure shut-down control unit;
5, AutomatLC condensate drain system; 6. Securus purification control system; 7. P5 securus purification system capable of processing
8.
9. Inlet filter change indicator;
10. Electronic CO monitor.
180,000 SCF of air; Fully enclosed sound cabinet designed for placement
against a wall;
B. One Air Storage System: Complete #SAS-2 (mounted under
C, One BF-500 Filling Station as manufactured by Bauer.
compressor), as manufactured by Bauer.
2.03 COMPONENTS AND ACCESSORIES
A. Also provide: 1. Solberg inlet filter #CSL-C275387-1.25 HC;
2. One remote amber light on fill station to indicate
3. One remote alarm located on fill station to indicate
4. One spare set of purification filters;
5. One gallon of synthetic Bauer compressor oil; 6. One high-pressure tee located on ASME receivers for
7, One adjustable high-pressure regulator, 100 to 6,000
when filters need changing;
high CO level;
supply to SCBA room;
psi, with 10-foot filling whip complete with CGA fill fitting.
PART 3 EXECUTION
3 , 01 INSTALLATION
A. Coordinate the work of this Section with that of other
trades where applicable, and with the compressor manufacturer who will connect the system and make final electrical hookup, all in accordance with the manufacturer's instructions.
Carlsbad Fire Breathing Air Compress0
Station No. 5 15300 -
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3.02 FIELD QUALITY CONTROL
A. Upon completion, the system is to be tested by an
independent testing laboratory; comply with pertinent
provisions of Secton 01 400.
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3.03 DEMONSTRATION
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A. After the system is fully operational, the manufacturer
will conduct a training session for fire department personnel on the operation and maintenance of equipment.
E END OF SECTION
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Carlsbad Fire Breathing Air Compresso E Station No. 5 15300 -
SECTION 15400
PLUMBING
PART 1 -- GENERAL
1-01 GENERAL REQUIREMENTS:
A. This section of the specification shall be considered a part of the entire specification and all applicable portions of General Conditions, Special Conditions, ar Division 1 shall apply.
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B. Before commencement of work this contractor shall determine the exact location, size, elevation, .and
availability of all utilities relevant to the plumbin<
work and immediately notify the Architect of any
discrepancies. In addition, this Contractor shall
contact all involved utility companies, make all necessary arrangements for service, and pay all fees incurred due to connection of services,
1.02 SCOPE OF WORK:
A. Work under this section includes all labor, equipment,
material, services, transportation, etc. required for reasonably incidental to the complete and satisfactor] installation of all of the Plumbing Systems as indica1 on the Drawings or specified herein.
B. Work Under This Section Includes:
1. All plumbing systems, materials, fixtures, and equipment and the complete installation thereof including all piping, final connections to all
mechanical equipment, and rough-in where indicated.
2, All utilities including water, gas, and sewer lines
and all necessary permits for utility service.
3. Excavation and backfilling for all underground line
4. Rough-in and final connections of equipment furnish by others.
5. Roof drains, internal rain water leaders, and underground storm drain piping as indicated.
Carlsbad Fire PLUMB
Station No, 5 1540
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6. All access panels, yard boxes, and other accessorie
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furnished complete and installed.
7. All required backflow prevention and pressure reduc
devices.
8. All gas, water and indirect waste piping to mechani
equipment.
, 9. Piping isometric or riser diagrams shall be by
Contractor where required by local authority. I C. Work Not Included:
1. Electrical work.
2. General cutting and patching.
3. Concrete work.
1.03 SUBMITTALS AND SHOP DRAWINGS:
A. Materials and Equipment: As soon as possible and with
21 days after award of the contract, and before their
purchase, the Contractor shall submit to the Architect bound booklets for approval containing a complete list
materials, specialties and equipment he is to furnish the installation. All submittals shall be made at one
time.
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B. Each item shall be identified by manufacturer, brand 2
trade name, number, size, rating and whatever other de
are necessary to properly identify and check the
materials and equipment. The words, "as specified" wj
not be considered sufficient identification.
C. Accessories, controls, finish, etc., not submitted or
identified with the submitted equipment shall be
furnished and installed as specified.
1.04 AS-INSTALLED DRAWINGS:
A. The Contractor shall arrange and pay for one set of wl
prints of the plumbing drawings which he shall alter j
red to show all changes made to the original layout.
These drawings shall be kept current.
Carlsbad Fire PLUM1
Station No. 5 154(
B. The Contractor shall deliver these completed to the 00
when the job is finished and accepted prior to final
payment.
1.05 GUARANTEES:
The Contractor, in accepting this contract, binds himself replace or repair at his own expense any defect in
workmanship or material which may appear within a period
building, and to pay for all resulting damage which shall appear within the said period; provided always that the
Contractor shall not be liable for anything attributable acts of the servants and agents of the Owner, or for
ordinary wear. Also, given date of work performed by the Contractor be accepted as complete, he shall agree to
correct any deficiencies or omissions in respect of the plans or specifications which may appear in the afore-mentioned twelve month period.
I one year from the date of the final acceptance of the
1.06 LOCAL CONDITIONS:
A. The Contractor and trade submitting tenders on this wc shall visit and will be deemed to have visited the sit to ensure that they are familiar with all conditions relating to the work. no way relieve the successful Contractor of the necess
of furnishing any material or performing any work that may be required to complete the work in accordance wit
the drawings and specifications without additional cos
to the Owner.
B. Existing conditions, including inverts of drains, size and locations of existing sewers, water mains, gas mai grades, etc., shall be examined by the Contractor pric to any installation or fabrication, and it shall be
understood that the price quoted shall include all WOI
necessary to provide a complete workable system within
the requirements of appropriate codes and fully adapte to the existing conditions. The Contractor shall
disconnect, seal off and remove any existing services where no longer required, and reroute services where necessary.
1.07 RULES AND REGULATIONS:
Failure to visit the site will
Carlsbad Fire PLUMB
Station No. 5 1540
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A. All Work and materials shall be in full accordance wit1
the 1atestUniform Plumbing Code, Uniform Building Code and local rules and regulations, State Fire Marshal regulations, the safety orders of the Division of
Industrial Safety; the National Electric Code; the
Standards of the National Fire Protection Association;
and other applicable laws, codes, or regulations.
Nothing in these performance specifications shall be
construed to permit work not conforming to these codes
B. Electrical Work: Motors, electrica1,apparatus and wir. specified in this section shall conform to the Nationa
Electrical Manufacturer's Standards and the National
Electric Code and bear the Underwriter's label of
approval.
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C. The Contractor shall furnish, without extra charge, an additional material and labor when and where required comply with these rules and regulations, though the wo be not mentioned in these specifications or shown on tl Drawings. When these Specifications or Drawings call or describe materials or construction of a better qual
or larger sizes than required by the above mentioned rules and regulations, the provisions of these specifications and accompanying drawings shall take
precedence.
1.08 FEES AND PERMITS:
The Contractor must obtain and pay all fees for permits,
licenses, inspections, etc., which are required by any legally constituted authority.. Co-ordinate exact requirements with the Owner and/or General Contractor pri to bid.
1.09 COORDINATION:
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A. Following the general arrangement indicated on the Drawings as closely as possible, the Contractor shall coordinate with the architectural, structural, mechanical, plumbing, electrical and all other trades prior to installation of the materials and equipment t verify adequate space available for installation of th work shown. The Architect and Engineer shall be immediately notified if an area of conflict occurs between trades.
Carlsbad Fire PLUME
Station No. 5 154C
B. The Contractor shall bear all costs incurred for work
that must be relocated due to conflicts between trade
1.10 DRAWINGS:
A. The work shall be installed as indicated on Drawings, however, changes to accommodate installation of this
with other work, or in order to meet architectural or
structural conditions, shall be made without addition
cost to the Owner.
B. For the purpose of clarity and legibility, the Drawin are essentially diagrammatic to the extent that many
off-sets, bonds, unions, special fittings and exact
locations are not indicated. The Contractor shall ma
use of all data in all of the Contract Documents, and
shall verify this information at the site.
1.11 INSPECTION:
A. The Contractor shall not allow or cause any of his wo:
to be covered up or closed in until it has been
inspected, tested and approved by all authorities hav.
jurisdiction.
B. Should any of his work be covered up or closed in befc
such inspection, he shall, at his own expense, uncove: the work to the satisfaction of the inspection party.
All related repair work cost shall be borne by the Contractor. c--
1.12 DELIVERY AND STORAGE:
A. Place orders for all equipment in time to prevent any delay in construction schedule or completion of projec If any materials or equipment are not ordered in time,
additional charges made by equipment manufacturer's tc complete their equipment in time to meet construction schedule, together with any special handling charges, shall be borne by this Contractor.
B. Materials shall be delivered in ample quantities from time to time as may be necessary for the uninterruptec progress of the work. They shall be stored so as to cause the least obstruction to the premises and distributed so as to prevent overloading to any portic
of the structure.
Carlsbad Fire- PLUME
Station No. 5 154(
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C. The Contractor shall provide temporary storage and sho areas that are required at the site for the safe and proper storage of materials, tools, and other items us in the performance of this work. These areas shall be
constructed only in approved locations and shall not
interfere with the work of any other Contractor.
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D. All work, equipment and materials shall be protected a all times. The Contractor shall make good all damage caused either directly or indirectly by his own workme The Contraotor shall also protect hi's own work from damage. He shall close all pipe openings with caps or plugs during installation. He shall protect all of hlI equipment and materials against dirt, water, chemical mechanical injury. Upon completion, all work shall be thoroughly cleaned and delivered in a new condition.
1.13 DEFINITION OF "PIPING" :
The term "piping" as used in these Specifications or on f
Drawings shall mean all pipe, fittings, nipples, valves,
unions, etc., as may be required for a complete and
functional system.
1.14 DAMAGE BY LEAKS, ETC.:
The Contractor shall be responsible for all damage to ani part of the premises or work of other Contractors, causa leaks or breaks in the piping or equipment furnished and! installed under this section, during the construction am guarantee period.
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PART 2 -- PRODUCTS
2.01 GENERAL:
A. All materials and equipment shall be new and of the 0c . of their respective grades, free from all defects and the make, brand or quality herein specified or as accepted by the Architect.
B. All materials and equipment shall be identified by manufacturer's name or name plate data. Unidentified
material or equipment shall be removed from the site.
C. Equipment specified by manufacturer's number shall
Carlsbad Fire PLUM.
Station No. 5 1541
include all accessories, controls, etc., listed in th
catalog as standard with the equipment. Optional or
additional accessories shall be furnished as specifie
D. Where no specific make of material or equipment is
mentioned, any first class product of a reputable
manufacturer may be used, provided it conforms to the
requirements of the system and meets with the approva
the Architect.
E. Equipmen-t and materials damaged during transportation
"totally damaged" and shall be replaced with new. An
variance from this clause shall be made only with wri
approval of the Architect.
, installation and operation shall be 'considered as
F. Exact locations and mounting heights of all fixtures
shall be obtained from the Architectural drawings.
G. Water closets, urinals, lavatories, etc, shall be as
manufactured by American Standard, Kohler, or Eljer.
H. Furnish all fixtures complete with necessary trim and
stops, chrome plated brass, including tailpieces, tra]
and escutcheons.
1. Water closet carriers shall be of commercial quality l
shall be as manufactured by J.R. Smith, Zurn or Josam
J. For specific fixtures and equipment to be furnished ai
installed, see the fixture schedule on the Drawings ai
co-ordinate with the Owner prior to bid.
2.02 PIPE AND FITTINGS:
A. Water Piping (Inside and Outside): Type "L" copper
tubing, hard drawn, 95/5 solder with cast wrought coz
solder fittings and adapters for screw pipe connectior
(Type, "K" with silver brazed fittings below slabs).
E. Waste Piping (Sanitary Sewer System):
1. Inside Building and Within 5'-0" of Building Line:
No-hub, cast iron Soil Piping and Fittings, asphalt coated and shall meet Commercial Standard CS188-66.
Joints below grade shall be made with M.G. coupling
Joints above ground shall be made with Ideal stain1
carlsbad Fire PLUME
station No. 5 154C
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steel bands or M.G. couplings.
2. Underground From 5'-0" Outside Building Line: Bell
and spigot vitrified clay pipe with approved flexib
compression joints, Pacific Clay Products, Wedge-lo
Joint, or equal, or cast iron soil pipe as specifie
for inside the building.
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C. Vent Piping:
1. Underground or Concealed in Walls or Above Ceiling
I Spaces: Cast iron pipe and fittings as specified f waste pipe.
2. Exposed: Galvanized steel pipe, Schedule 40, ASTM
A-120, with 125 pound cast iron screwed fittings, A
B 16.4-1949.
D. Roof Drainage Piping: Inside or outside the building shall be cast iron pipe and fittings as specified for waste piping.
E. Gas Piping:
1. Inside Building, Above Floor: Schedule 40 black st pipe, ASTM A-120, with 150 pound bonded malleable i screwed fittings. (Option: Piping 3" and larger n be welded using butt or socket type welding fittir Mitered bends will not be permitted.)
2. Outside Building, Above Ground and on Roof: Schedt
40 galvanized steel, ASTM A-120, with 150 pound bor
malleable iron screwed.fittings,
3. Underground: Schedule 40 PVC approved for gas sen
with solvent weld joints and Schedule 40 galvanizec
steel risers wrapped to 6" above grade with Johns-Manville "Transtex" 10 mil plastic tape.
Provide two layers, half-lapped, for a total thick1
of 40 mil.
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4. As an alternate, underground gas piping may be Schedule 40 black steel pipe, ASTM A-120, with 150
pound malleable iron screwed fittings. Wrap pipe i fittings as specified above (Factory coated pipe "X-Tru Coat" or equal may be submitted for engineei
approval ) .
Carlsbad Fire PLUM1
Station No. 5 154(
F. Indirect waste piping shall be copper Type "L" as specified for cold water pipe inside the building.
2.03 VALVES AND UNIONS:
A. General:
1. Piping systems shall be supplied with valves arran so as to give complete and regulating control of piping systems throughout the building. Each grou
battery of fixtures shall have shut-off valves.
2. Valves shall be installed with the best of workmanship, with neat appearance and grouping, an that all parts are easily accessible and serviceab
3. Valves shall be of commercial quality, and shall b manufactured by Nibco, Appollo, Stockham, Jenkins, Walworth.
B. Water Piping Valves:
1. 2" and Smaller: Nibco No. T-595-Y (threaded) or N
S-595-Y (soldered) ball valve with three piece bod
full port, T.F.E. seats and bronze trim, 150 psi
Class.
2. 2-1/2" to 3": Nibco No. T-136 (threaded) or No. S
(soldered) gate valve with union bonnet, non-risin stem, bronze body, 150 psi Class.
(threaded) or No. S-433 (soldered), horizontal swi renewable discs, and bronze body, 150 psi Class.
3. Check Valves, 4" and Smaller: Nibco No. T-433
C. Gas Cocks:
1. 1/2" to 1-1/4": Crane No. 252, Walworth No. 591.
2. 1-1/2" and Larger: Nordstrom No. 142 and 143, or
Walworth No. 1796 or 1797F.
3. Automatic gas shutoff valve to kitchen range activz by a fusible link located within the vent hood area
D. Unions: Furnish and install at each threaded connecti to all equipment or valves. The unions shall be locat so that the piping can be easily disconnected for remc
of the equipment, tank, or valve, and shall be as
Carlsbad Fire PLUME
Station No. 5 1540
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1. For steel pipe: Grinnell, Stockham, or equal, 250 pound class, galvanized or black steel to match pip
in which union is installed.
Nibco No. 733, or equal by Muelle 2. For copper pipe: or Jenkins.
2.04 MISCELLANEOUS PLUMBING ACCESSORIES:
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A. Hose Bibbs, Outside Building: Acorn or Chicago loose k
3/4" hose end, 1/2" I.P.S. female inlet, vacuum breake
B. Hose Bibbs, Inside Building: Same as for outside exce
C. Vent Pipe Flashing: 4 pound lead with steel boot, cast
iron counter flashing sleeve, Semco 1100-5 with vandal
proof hood; install under "Roofing" Specifications.
I rough brass finish.
with polished chrome finish,
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D. Cleanouts: J.R. Smith or equal by Zurn or Josam.
1. Wall Cleanouts: J.R. Smith No. 4563, stainless st€ for ceramic tiled walls, and J.R. Smith No. 4422 wi chrome plated cover for other types of walls.
J.R. Smith No. 4043 with bronze F
and non-skid top for finished floors; and J.R. Smit
No. 4223 with bronze plug and X-X-H secured non-ski cast iron top for unfinished floors.
X-H bronze plug and X-X-H non-skid cast iron cover
with lifting device set flush with surface for
concrete areas.
be installed with a ring of concrete poured around bottom flange 6" below the surface. Use cast iron
soil pipe on all cleanout risers. For cleanouts Pr
non-traffic areas, terminate cleanout plug in concx
yard box.
2. Floor Cleanouts:
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3, Cleanouts to Grade: .
J.R. Smith No. 4258 or 4253 wi
Asphalt or non-surfaced areas shal
E. Access Panels: J.R. Smith, Zurn, or Josam, and shall
12" X 12" minimum for concealed valves and other equipment in walls unless specified otherwise or requl otherwise by field conditions.
Carlsbad Fire PLUME
station No- 5 1540C
Ceiling access panels
shall be 12" X 18" minimum.
1. Wall Access Panels: J.R. Smith No. 4762 with AKL,
2. Ceiling Access Panels: J.R. Smith No. 4760 with Ai
prime coated for plaster and dry wall ceilings; anc J.R. Smith No. 4790 with AKL for acoustical tile ceilings.
stainl.ess steel finish.
I F. Escutcheans unless otherwise specifked shall be steel flange with locking device and chrome plated finish, Beaton Cadwell No. 10 or equal by Grinnell,
G. Yard boxes for water and gas shut-off valves shall be Brooks Products with cast iron cover and name of sen: clearly marked on cover. Box shall be of size to perr easy removal of valve or valves contained therein.
H. Insulation:
1. Hot Water Piping: Insulate all hot water piping w:
Mianvil-le "Micro-Lock'' 650-APT with pressure sensit:
tape. 1" thich for sizes up to 2", 1-1/2" thick :
sizes 2-1/2" and above. All fittings and valves SI
be insulated with premolded "Zeston" PVC covers wi-
factory supplied fiberglass inserts. Insulation SI
conform to the Manufacturers recommendations. Hot
water piping below floor or grade shall be insulatl with "Protexulate" per Manufacturers recommendatioi
2. Hot Water Heater: Insulate with calcium silicate
equal to Johns-Manville Thermobestos or Owens-Corn.
Kaylo 10, 2" thick. Install per manufacturers
recommendations. Provide 8 ounce canvas over
insulation and size with lagging adhesive. Factor; fabricated jacket may be submitted for engineers approval.
3. All exposed insulation shall be covered with a .01[
thick aluminum jacket.
I. Water Hammer Arresters: J.R. Smith 5000 Series or P.1
model P-2, with engraved model number. Install at all
quick closing valves and where shown on drawings.
Install behind access panel.
Carlsbad Fire PLUM1
Station No. 5 1540(
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J. Dielectric Isolators: Sam Dexter Co. and shall be
provided between all connections of ferrous and non-ferrous materials.
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K. Temperature and Pressure Relief Valves: McDonnell or equal.
L. Pipe supports, unless specified otherwise, shall be as follows :
1. Seismic bracing shall be per the,State of Californj
1 Requirements.
A. Single pipe supports shall be "Super Strut" approval R.003 or equal.
B. Trapeeze supports shall be "Super Strut" approvE I R.020 or equal.
2. Pipe Hangers shall be as follows:
A. Horizontal waste, vent and storm drain piping SI
be:
1. 10" and smaller: Super Strut No. C-711 or
equal.
2. 12" and larger: Super Strut No. C-710 or
equal.
equal.
B. Horizontal Gas Piping: Super Strut No. C-711 0:
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C. Horizontal Cold Water Piping: Super Strut No.
C-711F or equal.
D. Horizontal Hot Water Piping: Super Strut No. C
with C-790 or equal.
E. Vertical Piping: Super Strut No. C-720 or equa:
F. Parallel Multiple Pipe Runs: Super strut No.
A-1202 channels with No. 702 pipe clamps for stc pipe and No. 701 pipe clamps for copper pipe. i 3, Isolators: Semco Series 100 or Super Strut No. C-'
4. Connectors:
Carlsbad Fire PLUM
Station No. 5 1540
A. Bolt on locations and structure shall be Super Strut No. C-755-L or U-563 or equal.
B. Cast in place inserts shall be Super Strut No. A
or No. C-302 or equal.
C. Steel Deck Inserts shall be Super Strut No. C-47
or equal.
5. Hanger Rods: Shall be Carbon St,eel Cold Drawn,
M. Traps, Strainers and Tailpieces: Every sanitary fixtc
unless otherwise specified, shall be provided with a 1
gauge chromium tailpiece, a Los Angeles pattern cast
brass trap, and wall flanges. Provide chromium plated brass casing between the trap and wall flanges with ea f Jxture.
continuous threads, Super Strut H-104 or equal.
N. Fixture Supplies:
l., Supplies to lavatories, sinks and flush tank water closets shall be rigid and shall be equipped with chromium plated and polished screwed type angle compression stops with loose key square shank stems and lock shields extending beyond the stem as manufactured by "T & S Brass" or "Chicago" or appro equal.
2, Each supply om: pipe which passes through or into wa
floor, ceiling, or furred space shall be equipped w
a chromium plated and polished cast brass flange wi
a set screw.
PART 3 -- EXECUTION
3.01 EXCAVATION AND BACKFILLING:
A. Before laying of any pipe or digging of any trenches, Contractor shall determine by actual excavation and
measurement the exact locations and depth of existing
utility and service lines to which he is to connect. event depth of existing soil and waste lines is not
sufficient to permit installation of piping as detaile
on drawings or to make connection in manner indicated,
the Contractor shall confer with the Architect and
Carlsbad Fire PLUMB
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Owner's representative before proceeding with this worl
excavation, shoring, backfilling, and compaction requi
for the proper laying of the pipe lines.
1. Backfill shall be clean soil free from rocks and
B. This Contractor shall do all necessary trenching,
1.
debris. Compact to 90% of surrounding soil. Vitrified clay sanitary sewer lines and PVC lines shall be installed in a sand bed and shall be cover with 6" of sand prior to backfill.
2. PVC and VCP piping shall have 30" of cover minimum,
and all other pipe shall have not less than 18" of
cover unless otherwise indicated on the drawings.
C. Trenches:
Dig straight to line and grade, bottom smoothed of any
rock points. Where rock is encountered, excavate 3"
below grade of the pipe and lay entire length on
undisturbed original earth or packed sand. The bottom
trenches shall be shaped or packed for the pipe and du
fittings, hubs and couplings, using templates to fit t
outside periphery of the lower third of the piping or
ductwork.
D. Shoring:
t,
All necessary shoring, sheeting and pumping shall be p
of the work of this section.
E. Trees: When it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible
care to avoid injury to trees and roots. Where a
ditching machine is run close to trees having roots sm than 2" in diameter, the wall of the trench adjacent t
the trees shall be hand trimmed making clean cuts thkc
the roots. All cuts through roots 1/2" and larger
diameter shall be painted with "Tree-Seal", or equal.
Trenches adjacent to trees should be filled within 24
hours after excavation, but where this is not possiblc
the side of the trench adjacent to the tree shall be J
shaded with burlap or canvas. Stockpiling of earth 03
building materials within the drip line of trees is
prohibited. Where any roots 2" and larger are encountered, the Contractor shall hand tunnel under rc
Carlsbad Fire PLUM1
Station No. 5 1540(
and protect it by burlap wrapping.
3.02 PIPING, FIXTURES AND EQUIPMENT:
A. Pipe joints and connections:
1. Approved elastomeric ring joints, flexible compres joints, and no-hub couplings are acceptable and sh
be by M.G, Ideal, or approved equal.
2. Copper tubing with solder joints shall be made up
recommendations for the service intended. Threaded
adapters shall be used where required.
3 95/5 solder in accordance with manufacturer's
B. All piping passing through finished floors, ceilings, partitions or walls exposed to view shall be provided
with chromium plated escutcheons. Escutcheons for
insulated pipes shall fit over the insulation.
C. Isolate all water piping from clamps and pipe hangers
with "SEMCO" Series 100 or by "Super Strut" No. C-715
Trisolators.
D. Where pipes pierce roof, extend pipe 7" above fininsh
roof, except where specifically required to exceed th
dimension by the applicable plumbing code, and providl
roof flashing.
E. Pipe Sleeves:
1. All piping through any concrete floors, walls and : shall have pipe sleeves installed before the concrc
is poured. Space between piping and sleeve shall 1 packed with non-combustible material. Sleeves thrc floors shall be made watertight with mastic.
2. All piping through any partition shall have 1/4" minimum clearance all around. Install sleeves to
protect piping from being anchored by the partiti01
material. Pack space between sleeve and pipe with
noncombustible material.
3. Piping through any sound partition shall have 1/2" clearance between pipe and wall construction, this
space shall be solidly caulked both sides of the Wi
Carlsbad Fire PLUM1
Station No. 5 15401
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4. Pipe penetrations through any existing concrete sha
be core drilled. The opening through concrete shal
be approximately 3/4" larger than pipe O.D. Space
between pipe and concrete shall be caulked to full
concrete thickness with a fire rated material. For vertical penetrations, caulk so that as little dama
as possible shall be done to existing and remaining
walls, floors, ceilings, and structural members.
1.
F. Screwed steel piping shall be properly reamed. Pipe joint compound shall be "Rectorseal" and shall be appl
to male threads only.
G. Copper tubing shall be cut with copper tube cutters si
with a sizing tool and throughly cleaned before
application of flux or solder. E
H. Welded pipe shall be plain end and with beveled end fittings complying with ASA B16-9.
I. Copper tubing systems shall have IPS red brass pipe 01 nipples at all connections requiring rigidity (at equipment, through roof, at anchors, etc.) E
J. Unions and Flanges:
Provide union and flanges at each connection to equipn and downstream of each valve. Install unions at both ends of valves, strainers, etc., when the valves, etc. could not be turned due to an obstruction.
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K. Piping in any partitions, through plates, studs, etc., shall have sufficient clearance from the structure to allow for expansion and contraction of the piping. Nc
bare piping shall touch wood, concrete, etc., at any
time,
L. All closet bands, trap arms below floor, etc, shall bc
adequately blocked and secured. All piping installed above grade within buildings shall be secured to structural framing with Unistrut or pipe clamps to provide a rigid installation.
M. Isolate all Water Piping from structure with minimum 2
N. Pipe Hangers and Supports:
thick felt pads,
Carlsbad Fire PLUM1
Station No. 5 15401
1. Securely fasten piping and equipment to building
construction with hangers, supports, guides anchor sway braces to maintain pipe alignment, maintain
rigidity and to prevent noise or escessive strain piping due to uncontrolled movement under operatin
conditions. Supports shall be designed for safety factor of 5 to 1 for gross weight of piping system including fluid and insulation.
2. Fasten rods to structural steel members with suita
beam clamps or to concrete inserts set flush with
the concrete insert. Do not burn, weld or drill structural member unless prior approval is obtaine from the Architect.
3. Where hanger rods are longer than 18 inches, provi lateral brace every fourth hanger. Do not support
piping by wire, rope, wood or other makeshift devi Provide adequate additional steel support. Where
building construction does not permit the hanger
spacing as scheduled, submit location details for
review.
4. Each :hanger shall be adjusted to carry its proper
share of the load.
5. Provide sway bracing at every fifth hanger.
Additional supports and/or braces shall be install
if, during test or normal operation, the piping sh
sway, crawl or vibrate.
6. Piping below any ductwork shall be supported from or on a trapeze with hanger rods outside of ductwo
7. All piping, including valves, etc., shall be suppo independently of equipment; no piping weight or st
due to expansion and contraction shall be transmit
to the equipment.
Strut No. C-790 steel protection sheilds between
insulation and pipe hangers.
t surface; Install a reinforcing rod through openin
8. All insulated piping shall be provided with Super
9. Pipe Hanger Spacing:
Carlsbad Fire PLUM
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a. Vertical risers shall be supported at their base
b. Horizontal piping spacing shall be as follows
and at each floor minimum. 8.
unless otherwise noted:
Material Size Center to Cer
Steel 1/2" 6 feet Steel 3/4" TO 1" 8 feet Steel 1-1/4" and larger 10 feet Copper 1/2" - 1-1/2" 6 feet Copper 2" and larger ' 10 feet Cast Iron 1-1/2" and larger 5 feet ar at each fittd
c, Hanger Rods, threaded:
Pipe Sizes (inches) Rod Sizes (inch diamel
2" and smaller 3/al*
2-1/2" and 3" 1/2"
6 *I 3/4" 'm 8" and larger 7/a"
4 VI 5/8"
d. Install a hanger within 12" of each change or direction and for each branch 5'-0" and longer. I M. Installation of plumbing fixtures:
1. Install each fixture at the exact height and locat shown on the Architectural drawings.
2. Set fixtures, supplies, traps and trap outlets squ with the wall, in line with fixture outlets withou
offsets, angles, or bends.
3. Grout joint between fixture and wall or floor with
silicone sealant to provide a smooth, even, and
watertight seal.
4, Watertight joints for drainage connections to all fixtures shall be made in accordance with the Unif
Carlsbad Fire PLUM
Station No. 5 1540
Plumbing Code.
5. Furnish all fixtures complete with necessary trim stops, chrome plated brass, including tailpieces,
traps and escutcheons.
6. Connections to fixtures shall be in accordance wit: code requirements except as exceeded herein or on I Drawings, and in no case smaller than the supply si size. Minimum waste sizes shall be 4" for water closets and 2" for lavatories.
1 7. Steel plate supports for wall hung fixtures shall 1 3/8" thick by 6" wide steel plate recessed and lag screwed into wood studs or welded to steel studs ar tapped for fixture bolts, Length and number of pli shall be as required to satisfactorily support the fixture to be installed. Plate shall be anchored I not less than three studs.
N. All vibrating equipment shall be provided with flexibl pipe connections. Submit for approval prior to installation.
0. All equipment, fixtures, etc... shall be installed in
strict accordance with the manufacturers recommendatic
P. Flexible gas piping will not be permitted.
3.03 INTERRUPTION OF SERVICES:
Interruption of any existing services shall be kept to a
minimum. Shutdowns shall be made only with approval of i
at times designated by the Owner. The Contractor shall
include overtime work cost in his bid for this work,
3.04 TEMPORARY SERVICES:
Provide temporary services when any existing services are interrupted in connection with work of this section beyon the period of time acceptable and approved by the Owner.
3.05 CANNING OPENINGS AND HANGER INSERTS:
A. The Contractor is to make out, subject to the approval
the Engineer, the exact dimensions and positions of cannings which may be required in floors, roofs, ceili
Carlsbad Fire. PLUMB Station NO. 5 15400
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or walls for the passage of piping, tubes, etc. The a:
of any opening is not to be larger than absolutely
necessary for the proper fitting of the piping, tubes, etc. The Contractor shall furnish plans and elevation: where necessary, showing the sizes and locations of a1 cans and required fittings through the building structure, and the locations and sizes of all inserts hanger rods, anchors and other suspension points.
I.
3.06 TESTING:
A. The contractor shall furnish all labor, materials, and
equipment necessary and perform all -required testing o
all piping,' fixtures, equipment, and accessories
installed under this section of the specification. A1
such plumbing installations shall be tested, repaired,
and adjusted to the satisfaction of the Owner's representative and all governing authorities. .
B. The Contractor shall perform all pressure tests requir by codes, utility companies, and local governing authorities.
C. Leaks shall be repaired by remaking with new material. No makeshift leak stopping methods are acceptable.
D. Should any piece of equipment or material fail in any the tests, it shall be immediately removed and replace with new: the system shall again be tested by the Contractor. Damaged equipment and materials shall be
considered as "totally damaged" and any variance from
this clause shall be made only with written approval o
the Architect.
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E. Provide a "Holiday" leak detection test on all underground wrapped steel piping prior to backfill.
3.07 STERILIZATION OF DOMESTIC WATER LINES:
A. Sterilize all domestic water lines from the meter to E
outlets. This work shall be performed by an independz
company specializing in this work.
B. Submit sterilization report to Architect for approval
indicate that the Coliform-Aerogenes organisms are negative, that the total plate count is less than 100
bacteria per cc, that the water is safe for consumptic
Carlsbad Fire PLUM1
Station NO. 5 1540(
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and the job location.
3.08 COMPLETION OF INSTALLATION:
A. Clean all equipment and materials thoroughly.
B Flush each unit of water supply and distribution syst thoroughly with clean water at the highest velocities attainable.
C. Clean all piping, valves, traps, strainers, water heaters, tanks, etc. thoroughly and flush or blow out until free of scale, oil, silt, sediment, pipe dope, i all foreign matter of and kind.
D. The Contractor shall provide a brass tag at each valvt
identifying the service by name and the valve by numb( The Contiractor shall provide a typewritten 1og.and a I showing the locations of all the numbered valves
identifying their service and function and shall give this to the Owner's representative before the complet:
of the job.
E. The Contractor shall prepare and submit to Owner
equipment maintenance manuals which shall include all
necessary or pertinent data, such as:
1. Part numbers of all replaceable items.
2. Oiling and lubrication instructions.
3. Water flow balance record.
4. Control diagram and operation sequence, together wi
labeling of controls and instruments to match the diagram.
5. A maintenance schedule which shall list all require maintenance on all equipment furnished under this Section of the Specifications and the intervals at
which the work is to be performed.
END OF SECTION
carlsbad Fire PLUMB
station No. 5 15400
SECTION 15500
I
1 FIRE PROTECTION SPRINKLER SYSTEM
PART 1 GENERAL
1.01 SUMMARY
I.
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A. Design, fabricate, install, and secure required approvals
of a complete fire protection automatic sprinkler system
where shown on the Drawings, as specified herein, and as needed for a complete and proper installation in accordance with pertinent requirements of the Fire Rating Bureau and governmental agencies having jurisdiction.
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1 . 02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Submit: 1. Materials list of items proposed to be provided under
this Section;
2. Design drawings, stamped as having been approved by
the Fire Rating Bureau having jurisdiction, showing
the complete overhead sprinkler system and indicating
ceiling air diffusers, lighting fixtures, and beams;
3. A plan drawing showing locations of underground
connections, control valves, and related items;
4. Details and sections as required to clarify design.
C. Record Drawings:
'e
1. Comply with pertinent provisions of Section 01700.
2. Include a copy of the Record Drawings in each copy of
the operation and maintenance manual described below.
D. 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 01700 of these Specifications. 4 1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough1 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.
Carlsbad Fire Fire Protection Sprinkler Systc
15500 - 1 Station No. 5
€3. In addition to complying with pertinent codes and regulations of governmental agencies having jurisdiction,
comply with:
1. Recommendations of the Fire Rating Bureau having
2. Pertinent recommendations contained in NFPA Pamphlet jurisdiction;
No. 13, "Standards for Sprinkler System Installations
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 PRODUCTS
2.01 DESIGN
A. Provide a design which is complete in all regards
including, but not necessarily limited to:
1. Underground piping pertaining to the Work of this
Section including required pipe, valves, trenching, backfilling, and similar items;
vittings, and similar items;
2. Connection to utility main including required valves,
3. Overhead sprinkler system.
B. Arrangement:
1. In areas having ceilings, conceal all pipes.
2. In storage and service areas, pipe may be exposed but hold to the minimum practicable distance below the
cei 1 ing .
2 . 02 MATERIALS
A. Sprinkler Heads:
1. Provide 1/2-inch automatic closed type sprinkler head: of "ordinary degree" temperature rating, complying
with NFPA Pamphlet No. 13.
chromed plated, with white "Metlock" escutcheon plate: manufactured by Metcalfe Industries.
4. Do not locate sprinkler heads in any luminous ceiling. Devise methods for sprinklering such areas as approved
by the Fire Rating Bureau and governmental agencies
having jurisdiction.
2. Above ceilings, provide standard upright type.
3. In finished ceilings, provide semi-recessed type,
B. Valve Seals, Tags and Charts:
1. Seals: Provide brass cross-link chain, all brass padlock, and two keys for each manually operated shut- off valve required to be sealed in the open position.
design, fastened securely at designated locations in
accordance with NFPA Pamphlet No. 13.
2. Signs: Provide identification signs of standard
Carlsbad Fire Fire Protection Sprinkler System
Station No. 5 15500 - 2
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3, Tags: Provide 2-inch diameter brass tags, stamped with designation numbers, secured with 12 gage copper wire to spindle of the control valve.
4. Charts:
a. Provide two copies of the approved "as built" sprinkler system diagram and valve chart, giving designated number, function, and location of each valve;
directed by the Architect.
1.
b. Mount in painted glass frames and locate where
C. Provide supports, hangers, inserts, and associated items to properly support sprinkler piping in accordance with pertinent provisions of NFPA Pamphlet No. 13.
D. Provide post indicator valve and associated items, and connect to water main as indicated on the Drawings,
2.03 OTHER MATERIALS
A. Provide other 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
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which the 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.
1.
3.02 INSTALLATION
A. Coordinate as necessary with other trades to assure prope
and adequate provisions in the work of those trades for interface with the Work of this Section.
Perform trenching and backfilling required for the Work c
this Section in accordance with pertinent provisions of Sections 02223 and 02225.
B.
C. Install the Work of this Section in strict accordance wit the approved design drawings and the requirements of the Fire Marshal, governmental agencies, and Fire Rating Bureau having jurisdiction,
Carlsbad Fire Fire Protection Sprinkler Systt
15500 - 1 Station No. 5
3.03 TESTING AND ACCEPTANCE
A. Upon completion of the installation, provide necessary
personnel and equipment, and test and retest the completc system, making adjustments as required, and secure all
necessary approvals.
B. When the system has been completely approved, secure a
letter of final acceptance from the Fire Rating Bureau having jurisdiction, and forward two copies of the lettei
to the Architect.
END OF SECTION
Carlsbad Fire Fire Protection Sprinkler Syste
Station No. 5 15500 -
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SECTION 15800
MECHANICAL (H.V.A.C.) I.
PART 1 -- GENERAL
1.01 GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS and DIVISION 1 of these Specifications apply to this Division 1' 1.02 SCOPE OF WORK:'
A. Work under this section includes all labor, equipment, material, services, transportation, controls, etc. required for and reasonably incidental to the Complete and satistactory installation and operation of all of Mechanical Systems as indicated on the Drawings and/or
specified herein.
B. Items Required, but are not necessarily limited to the 1 following:
1. Heating, Ventilating, and Air Conditioning Equipmer
2. Ductwork.
3. Diffusers, Grilles and Dampers.
4. Insulation.
5. Controls.
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C. WORK NOT INCLUDED:
1. General Cutting and Patching.
2. Framing of Roof, Floor or Wall openings.
3. Platforms for Equipment.
4. Painting, except as otherwise noted.
5. Electrical Work.
6. Concrete Work.
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Carlsbad Fire MECHAN
Station No. 5 158
1.03 SUBMITTALS AND SHOP DRAWINGS:
A. As soon as possible and within 21 days after award of
contract, and before their purchase, the Contractor SI
submit to the Architect 6 bound booklets for approval containing a complete list of materials, specialties i: equipment he is to furnish for the installation. All submittals shall be made at one time, individual submittals will not be accepted.
trade name, number size, rating and whatever other dat are necessary to properly identify and check the materials and equipment. The words "as specified" wil not be considered sufficient identification.
\ B. Each item shall be identified by manbfacturer, brand i
C, Each submitted item shall refer to the specification
Section and paragraph in which the item is specified.
D. Accessories, controls, finish, etc., not submitted or
identified with the submitted equipment shall be
furnished and installed as specified or required for proper operation of the mechanical systems.
E. Place orders for all equipment in time to prevent any delay in construction schedule or completion of projec If any materials or equipment are not ordered in time, additional charges made by equipment manufacturers to complete their equipment in time to meet construction schedule , together with any special handling charges,
shall be borne by this Contractor.
F. The manufacturers' names, item numbers, or trade names
hereinafter given are used to indicate general design
only are not restrictive. Items by other manufacturer: of similar design capacities, dimensions, etc., designated are minimum requirements.
G. The manufacturers' names, item numbers, or trade names hereinafter given are used to indicate general design only are not restrictive. Items by other manufacturer! of similar design capacities, dimensions, etc.,
designated are minimum requirements.
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1.04 WARRANTIES AND SERVICES:
A. Warranty the entire Heating, Ventilating and Air Conditioning system for a period of one year after fin
acceptance and start up against defects in material an
workmanship. If during this period any materials,
equipment or any part of the system fails to function
properly, make good the defects promptly and without a
expense to the Owner. Also, before final acceptance,
guarantee that the specific quantities of air on the Drawings will be supplied as indicaeed; that each apparatus will deliver the capacities specified. The size of all equipment, piping, duct supply outlets,
return and exhaust grilles, etc., are minimums and shz
not be decreased in anyway. I
B. Hermetic refrigeration compressors shall carry a full certified five year warranty by the manufacturer with documents delivered to the Architect for approval.
C. This work shall cover a complete one year maintenance service contract covering all labor and materials aftc final acceptance of the systems. Submit maintenance i service contract documents to Architect for approval.
1. labor and Parts to cover all equipment, materials i
system functions, including but not limited to the following:
a. Filter changes by Filter Service Company every :
b. Preventative Maintenance calls shall be done evc
'0
a weeks. Additional changes to be paid by Owner.
two months to cover entire system function and 1 operation.
c. Lubrication and maintenance as required and
recommended by the Manufacturer.
d. Refrigerant charge including necessary refriger(
e. Control(s) including operation and calibration.
f. Emergency Service calls as required by the Owne
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Carlsbad Fire MECHAN
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2. Copies of all service calls within the one year contract shall be sent to the Architect or his designated representative.
1.05 AS-INSTALLED DRAWINGS:
A. The Contractor shall arrange and pay for one set of wh prints of the mechanical drawings which he shall alter
red to show all changes made to the original layout.
These drawings shall be kept current.
B. The Contractor shall deliver these completed Drawings the Owner when the job is finished and accepted.
1.06 SITE CONDITIONS:
A. The Contractor and trade submitting tenders on this wo
shall visit and will be deemed to have visited the sit
to ensure that they are familiar with
all conditions relating to the work. Failure to visit the site will in no way relieve the Contractor'of the necessity of furnishing any material or performing any work that may be required to complete the work in accordance with the drawings and specifications withou additional cost to the Owner.
1.07 RULES AND REGULATIONS:
A. All Work and materials shall be in full accordance wit the latest Federal, State Uniform Codes and local rule and regulations, State Fire Marshal regulations, the safety orders of the Division of Industrial Safety; th
National Electric Code; the Standards of the National Fire Protection Association; and other applicable laws codes, or regulations. Nothing in these performance specifications shall be construed to permit work not conforming to these codes.
B. Electrical Work: Motors, electrical apparatus and wir
specified in this section shall conform to the Nationa Electrical Manufacturer's Standards and the National Electric Code and bear the Underwriter's label of approval.
C. The Contractor shall furnish, without extra charge, anj additional material and labor when and where required t comply with these rules and regulations, though the WOI
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be not mentioned in these specifications or shown on t Drawings. When these Specifications or Drawings call or describe materials or construction of a better qual or larger sizes than required by the above mentioned
rules and regulations, the provisions of these specifications and accompanying drawings shall take precedence.
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1.08 FEES AND PERMITS:
The Contractor.must obtain and pay all fees for permits,
licenses, inspections, etc., which are required by any legally constituted authority. I 1.09 COORDINATION:
A. Following the general arrangement indicated on the Drawings as closely as possible, the Contractor shall
coordinate with the architectural, structural, plumbin electrical and all other trades prior to installation the materials and equipment to verify adequate space available for installation of the work shown. The Architect and Engineer shall be immediately notified i an area of conflict occurs between trades. €3. The Contractor shall bear all costs incurred for Mechanical work that must be relocated due to failure co-ordinate with other trades.
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1.10 DRAWINGS:
A. The work shall be instal1e.d as indicated on Drawings, however, changes to accommodate installation of this u with other work, or in order to meet architectural or structural conditions, shall be made without additiom cost to the Owner.
B. For the purpose of clarity and legibility, the Drawin<
are essentially diagrammatic to the extent that many off-sets, bonds, unions, special fittings and exact
locations are not indicated. The Contractor shall mak
use of all data in all of the Contract Documents, and
shall verify this information at the site.
C. All dimensions and locations of equipment, doors, partitions, grilles, etc., are to be taken from the plans, but shall be verified at the work site.
Carlsbad Fire MECHAN:
Station No. 5 158(
1.11 DELIVERY AND STORAGE:
A. Place orders for all equipment in time to prevent any delay in construction schedule or completion of projec
If any materials or equipment are not ordered in time,
additional charges made by equipment manufacturer's tc
complete their equipment in time to meet construction
schedule, together with any special handling charges,
shall be borne by this Contractor.
I B. Materials shall be delivered in ample quantities from time to time as may be necessary for the uninterrupted
progress of the work. They shall be stored so as to
cause the least obstruction to the premises and distributed so as to prevent overloading to any portio
of the structure.
C. The Contractor shall provide temporary storage and sho areas that are required at the site for the safe and proper storage of materials, tools, and other items us in the performance of this work. These areas shall be constructed only in approved locations and shall not interfere with the work of any other Contractor.
D. Protection of materials and equipment, furnished under this section, either stored or installed, shall be the responsibility of this Contractor until final acceptant of the project as a whole.
PART 2 -- PRODUCTS
2.01 MATERIALS AND EQUIPMENT:
A. All materials and equipment shall be new and of the be of their respective grades, free from all defects and the make, brand or quality herein specified or as accepted by the Architect.
B. All materials and equipment shall be identified by manufacturer's name or name plate data. Unidentified material or equipment shall be removed from the site.
C. Equipment specified by manufacturer's number shall
include all accessories, controls, etc., listed in the
catalog as standard with the equipment. Optional or
additional accessories shall be furnished as specified
Carlsbad Fire MECHANIl 1580( Station No. 5
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D. Where no specific make of material or equipment is mentioned, any first class commercial quality product f a reputable manufacturer may be used, provided it conforms to the requirements of the system and meets w the approval of the Architect.
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E. Equipment and materials damaged during transportation,
installation and operation shall be considered as
"totally damaged" and shall be replaced with new at no
additional cost. Any variance from $his clause shall made only with written approval of the Architect. 1'
F. All piping supports, hangers, hanger rods, etc., shall
as per manufacturer's recommendations for pipe full of water, with a minimum safety factor of 5. TraDeze hangers where indicated shall be installed.
G. Verify availability of all equipment with the
manufacturers prior to bid. 1 2.02 WEATHERPROOFING:
Provide all equipment, duct work, controls, motors, berarings, V-belts or other materials requiring protectio from weather when located outside of building, with adequ weatherproof protection. Obtain approval of Architect pr to installation of protection. Construct weatherproof
protection to prohibit water from standing or puddling on
equipment and ductwork.
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1 2.03 DUCTWORK:
A. Furnish and install all duct work indicated on Drawing
All ductwork shall be galvanized steel, conforming to ASTM A527 with full compliance with Tables 10-A, 10-B, 10-E of the Uniform Mechanical Code and S.M.A.C.N.A.
standards.
B. Unless otherwise noted on Drawings, make take-offs frc main and branch ducts with either spin-in connectors c
45 degree taps and provide with volume dampers- Cross
break all panels to insure rigidity. Install the inte
ends of all slip joints in the direction of flow. P1e
all braces, stiffeners, and hangers outside of the duc
Use Pittsburgh lock type girth joints for rectangular
ducts. Button punch snap-lock type longitudinal seams
Carlsbad Fire MECHANI
Station NO. 5 158(
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are acceptable for ducts constructed of 24 gauge or
heavier galvanized steel. All longitudinal duct, seal and transverse joints shall comply with the Uniform Mechanical Code Sections as listed hereinbefore.
C. Conform to the following requirements for sheet metal
Largest Duct Maximum Duct U.S. Stand
gauges:
Dimension (Inches) Diameter (Inches)* Gauge
1 Up to 13 26 14 thru 22 24 22
37 thru 50 20
' 18
up to 12 13 thru 30
31 thru 54 23 thru 36 55 thru 84
85 and over 51 thru 60
* All round ducts shall be of spiral construction.
Construct all plenum of 18 gauge.
D. All round ductwork and fittings shall be Spiro-Duct a2 manufactured by Glass Insulation Co., Inc. or approvec equal, made of galvanized steel, or equivalent by
Reliable Steel. Contractor fabricated fittings will r
be accepted.
1. Where necessary, to make field connections, provide
2. Construct duct and fittings in accordance with the
slip joint connectors.
Glass Insulation Standard drawings. drawings for approval prior to installation.
Submit shop
3. Joint Connection: Sheet metal screw all field made
joints. Spacing of screws not to exceed 12" O.C. 1.
spin-in type fittings at rectangular duct take off, complete with extractor and locking type volume damper.
E. Flexible air duct (concealed areas only) maximum 7'-0" length may be provided for final connections to outlet Duct shall be factory pre-insulated with a minimum of fiberglass blanket, vinyl faced, Glass-Flex ABL-181 or approved equivalent. Make connections to round sheet metal branch run-outs with high pressure duct sealant
secure in place with 1/2" wide positive locking steel strap. For connections directly into rectangular duct
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provide spin-in connectors. Submit for approval the method of connecting into the ceiling outlets and sidewall registers.
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F. Duct Supports:
Maximum Diameter or Sides Minimum Support Max
of Rectangular Duct Material Dis anc Max. Max. Max. Dia. One, Other Side Side 20 If 18" 36" 16 ga. GI strap 1" wide 7'- 36" 46" 16 ga. GI strap 1" wide 7'- 48 I' 60" 16 ga. GI strap 1.5" wide 7'- Over 48" Over 60" 16 ga. GI strap 1.5" wide 6'-
two opposite sides of each duct and rivet, bolt or
metal screw to each side of the duct at not more th
12" intervals. The angle iron supports shall proje
beyond the opening in the floor.
1. Install vertical duct supports 1-1/2 x 1-1/2 x 1/8
2. Turn hanger straps under bottom of rectangular duct and attach with sheet metal screws at this point as well as minimum two additional screws into sides of
duct for sizes above 18" (typical for each strap),
For ducts in sizes above 36" run straps continuous under bottom of duct, Run straps for round duct
completely around underside of duct and secure in place with minimum of two sheet metal screws each
side. Support round duct exposed in occupied areas
steel rods and clip angles in lieu of straps.
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3. Flexible Duct Supports: Support flexible ductwork
4'-0" O.C. with 3" wide galvanized metal band and 1
gauge sheet metal strap, 1" wide. Metal bands shal
have hemmed edges to prevent cutting flexible duct.
Secure flexible duct to connectors with 1/2" wide
positive locking steel straps and high pressure duc
sealer as specified hereinbefore.
4. Strap Installation (Contractor may request approval alternate supporting methods to types specified. 5 I drawings will be required).
Carlsbad Fire MECHAN
Station No. 5 158r
a. Steel and Wood Framing: Provide beam clamps as manufactured by Hilti, Fee and Mason, or approve equivalent. For wood construction, secure stras to sides of joist in shear. Where necessary, SF heams with angle iron to provide support.
b. Concrete: Straps may be secured with shut-ins f ducts up to 18 x 12 or 18" in diameter. Provide inserts for larger ducts.
c. Where'the method of duct hanging cannot be in accordance with previous paragraphs becuase of structural difficulties, submit details of an
alternate method, as approved by SMACMA, to the Architect and Engineer for approval before the w
is done.
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d. Laterally brace all ductwork to prevent swaying
lateral movement.
G. Duct Tape and Sealer: All joints shall be made air tic by either caulking or taping. Tape shall be Dura-Dyne
F7-2 applied over S-2 sealer or Benjamin Foster Arabol
paste with canvas.
H. Access Doors:
1. Where required, or as indicated on Drawings install airtight sheet metal access doors in ducts and casings. Construct all doors of at least the same weight sheet as the duct or casing. Install reinforcing where required to prevent distortion an( vibration. Fit all doors with felt strips to insurc airtightness.
2. Provide doors with Ventlock latches or approved
3. Where no other means of ceiling access is provided,
equivalent.
furnish and install Air Factors or Controlaire metal access doors and frames, of sufficient size to permi
easy access to dampers, fire dampers, valves, etc. i
other furred equipment which requires access to the
same. Doors in acoustic ceilings shall be acoustic tile type with screwdreiver operated spring loaded catches. Other doors shall be 16" x 16" Controlaire type AD. All access panel locations shall be verifi
Carlsbad Fire MECHANIC 15800- Station No. 5
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with the Architect prior to installation. 1.
I. Extractors: Titus, Barbex-Colman or Air Factors with I adjustment made from register or diffuser face.
J. Turning Vanes: All elbows having a centerline radius less than the width of the duct to be square elbows wi.
turning vanes of proper radius and spacing. These turning vanes shall be Duro--Dyne hollow vane type and carefully installed in accordance wi$h the manufacture
instuctions; Contractor may submit for approval shop
fabricated double vanes conforming to the latest SMACN.
standards.
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1 2.04 DAMPERS:
A. Volume Dampers:
1. Provide and install volume dampers on all ducts as indicated on Drawings and as required for proper
2. Volume dampers provided in ducts exceeding 8" in de shall be factory made, opposed action multi-blade
type; Air Louvers, Ltd. Series 225 or Pacific Air
Products Model OBMD-100. Provide Duro-Dyne KS-12
damper regulator set, or approved equivalent.
3. Provide single blade volume dampers in round ducts
rectangular ducts 8" and under, Construct dampers galvanized steel, 22 gauge with Duro-Dyne KS-145L hardware for dampers not larger than 10 inches; and gauge with KS-385L hardware for dampers larger than inches. Drill openings in duct for bearings,
I balancing of the system.
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4. Mark ducts to indicate permanent damper position af
the system has been tested and balanced. Each vonu I damper shall be lockable.
B. Fire Dampers:
1. Fire dampers shall conform to the requirements of t
State of California and NFPA requirements and fire
dampers shall be approved by and bear the label of Underwriters laboratories. Provide fire dampers at all fire rated penetrations.
Carlsbad Fire MECHANJ
1580C Station No. 5
2.05 DIFFUSERS, REGISTERS AND GRILLES:
A. Make, model and capacities of all diffusers, registers and grilles shall be as specified on the drawings, or approved equal.
B. Finish of all ceiling air distribution outlets shall b off-white baked-on enamel unless specified otherwise. Co-ordinate all finishes with the Architect prior to al installation.
2.06 FILTERS:
A. Unless specified otherwise provide all Forced Air unit: with replaceable media fiberglass type filters, FARR
30/30 or approved equal.
B. Filter frames shall be designed and fabricated to be attached to the Air Conditioning units furnished. Fil
section slhall be located where readily accessible.
C, Provide oine (1) extra set of filter media for each uni
2.07 CONTROLS:
A. Provide aind install complete, automatic, control systex for the proper interlock operation and control of the i conditioning systems, all as required for a complete ai
properly operating control system throughout.
coordination of all control work and electrical work i~ connection therewith. He shall also be responsible fo:
the proper operation of the entire system.
B. The Contractor shall be responsible for the proper
C. The Electrical Contractor shall furnish and install a1 low and line voltage wiring and all conduit. Wire siz and length of run shall be co-ordinated with the manufacturer and Electrical Engineer.
D. Operating Instructions: Provide operation instruction:
including diagrammatic layouts of the temperature conti system. Show all control equipment and the function oi
each control system.
E. Electrical Work: All electric relays, hand-off automal
switches, all electrical wiring and all conduit will bc
carlsbad Fire MECHANI(
15800- Station No. 5
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provided under the Electrical Section, except as
otherwise specified. Furnish and install additional
conduit, wiring, relays, hand-off automatic switches m
necessary by the use of approved substituted equipment under this Section with no additional cost to the Ownei
F. This Contractor shall be responsible for co-ordinating
all control systems requirements with work under the
"Electrical" section.
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2.08 INSULATION:
A. Insulation shall be as manufactured by John- Manville,
Owens- Corning, or approved equal.
B. Supply Ducts: Concealed supply air ducts shall be
insulated with 1" thick, 3/4 lb. per cubic foot densit!
glass fiber flexible external duct insulation.
C. Plenums, supply and return ductwork where indicated on the Drawings to be internally lined shall be insulated with 1" thick, 1-1/2 pound per cubic foot density fibe:
duct liner with a vinyl coating. Lining shall be
Owens-Corning Aeroflex Duct Liner or equal, Transversc
joints shall be neatly butted and there shall be no interruptions or gaps. Installation shall be per effective edition of "Duct Liner Application Standard"
published by the Sheet Metal and Air Conditioning Contractors National Association (SMACNA).
D. Supply and return ducts exposed with-in the building shall be insulated as specified for concealed ducting.
joints lapped 2" and secure with 18 gauge galvanized annealed wire on 12" centers. All insulation shall be installed in accordance with the manufacturers
recommendations.
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E, Neatly wrap insulation entirely around ducts with all
F. Plenums supply and return ductwork where indicated on Drawings to be internally lined shall be insulated wit
1-1/2" thick, 1-1/2 pound per cubic foot density fiber
duct liner with a vinyl coating. Lining shall be
Owens-Corning Aeroflex Duct Liner or equal, Transvers joints shall be neatly butted and there shall be no interrruptions or gaps. Installation shall be per
effective edition of "Duct Liner Application Standard"
Carlsbad Fire MECHANI
Station No. 5 15800
published by the Sheet Metal and Air Conditioning
Contractors National Association (SMACNA).
2.09 Equipment: (Refer to Schedules on the Drawings.)
A. All equipment shall have maintenance and model number labels affixed to the casing.
PART 3 -- EXECUTION
3.01 INSTALLATION: >
A. The location of equipment, and ductwork indicated on
Drawings is approximate and shall be changed to meet Architectural and Structural conditions as required,
B. Equipment: Installation:
1. Install all equipment provided under this Section :
strict accordance with the manufacturer's
recommendations.
2. Should the Drawings or Specifications indicate the
equipment is to be installed in a manner not in accordance with the manufacturer's recommendations, obtain direction from the Architect prior to proceeding with the installation. If installation proceeds without obtaining direction from the Architect, make all required corrections to the
installation at no additional cost to the Owner.
C. Coordinate framed openings in walls, floor and roof fc Furnish any additior ductwork in advance of the work. drawings required showing the correct dimensions and locations of the required openings.
D, Piping and/or Ductwork Systems: Such systems shall be worked into a complete and integrated arrangement witf like elements arranged to make a neat appearing and finished piece of work with adequate head room and passageways free from obstructions. Such systems shal be installed by labor experienced in the respected trc
involved.
E. Equipment: All equipment shall be accurately set and leveled. Supports shall be neatly placed and proper11 fastened. All equipment shall be fastened in place wi
Carlsbad Fire MECHANI
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bolts. No allowance of any kind will be made for negligence on the part of the Contractor to foresee me; of bringing in and installing equipment into position inside the building.
1.
3.02 FIELD QUALITY CONTROL:
A. Do not allow or cause any of this work to be covered u before it has been duly inspected, tested and approved the Architect, or any other authorized inspectors havi
jurisdiction over this work. Should,the Contractor fa
to observe the above, the work shall be uncovered, and after inspection, testing and approval, recovered at n additional expense,
3.03 TESTING AND BALANCING:
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A. Perform all tests to the entire satisfaction of the
Architect.
B. Regulating and Adjusting Air Systems:
1, The Contractor shall have an experienced independen testing company specializing in air conditioning system testing completely balance the air systems prior to final ceiling installation so that the vol of air indicated on the drawings is being delivered the outlets. He shall adjust and re-adjust this pa of the work until the operation complies with the requirements of the drawings and specifications,
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2. Testing Procedure: Procedures shall conform to A.A.B.C. standards. The following test data shall taken and three (3) copies submitted in tabulated f to the Architect for each system:
a) Test and adjust all supply, return and exhaust
b) Test and record all motor full load amperes.
c) Test and record system static pressures, suctior
d) Test and adjust system for design recirculated i
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blower RPM to design requirements.
and discharge.
CFM .
Carlsbad Fire MECHAN:
Station No. 5 1580(
e) Test and adjust system for design CFM outside ai
f) Adjust all supply and return oulets to within 5P design CFM.
C. Calibration of Controls:
1. The Conrols Contractor shall carefully calibrate ar adjust all controls as required to maintain comfort conditions and maximum energy conservation.
I 3.04 SOUND AND VIBRATION ISOLATION:
A. All vibrating equipment shall be sound isolated from t
B. The Contractor shall submit all necessary data’for eac
structure.
vibration isolator, including static deflection and weight loading, for equipment in operation.
C. All vibrating equipment shall be provided with flexibl
pipe connections. installation.
Submit for approval prior to
3.05 Operations and Maintenance:
A. Prepare an operations and maintenance manual, for all
equipment and controls and prepare a diagram of the
entire control system with a full description of the
heating, ventilating and air conditioning system. Aft approval of the Engineer, mount the control diagram an complete operating instructions under glass and insta where directed. Include the following in the operatio and maintenance manuals:
1. Part numbers of all replaceable items.
2. Oiling and lubrication instructions.
3. Air balanced record.
4. Control diagram and operation sequence, together wi labeling of controls and instruments to match the diagram.
5. A maintenance schedule listing all required maintenance on all equipment furnished under this
MECHANI
15800
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Section and the intervals at which the items are to
performed.
3.06 Clean-up:
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A. After all heating, ventilating and air conditioning systems have been tested and approved, thoroughly clea all equipment. Thoroughly clean exposed parts which a to be painted of cement plaster and other materials an remove all grease and oil spots with solvent. Careful brush down all exposed rough metal work with steel brushes to remove rust and other spots and leave in proper condition to recieve painter's finish.
B. Remove all debris from the job site, all cartons, boxe packing crates, excess materials not used occasioned t this work, to the satisfaction of the Owner.
C. If the above requirements of clean up are not to the satisfaction of the Owner, the Owner reserves the rigk to order the work done and the cost of the same shall borne by the Contractor.
END OF SECTION 'e
Carlsbad Fire MECHAN:
Station NO. 5 1580(
SECTION 16000
ELECTRICAL
PART 1 GENERAL
1.01 SUMMARY
A, Provide all electrical work for a complete and operable
system as shown on the Drawings and as specified herein
including but not necessarily limited to the following:
1. Site investigations prior to bidding to establish existing conditions.
2. Temporary power and lighting facilities for construction.
3, Electrical underground service at 120/208 volt, three
phase, four wire. 4, Service metering and distribution system for 208 voll
power, 120 volt lighting and convenience outlets.
5, Branch circuit wiring system including wiring device2 wiring, conduit, disconnect switches, pull boxes, anc equipment connections.
6. Lighting system including light fixtures, lamps,
ballasts, required mounting hardware, dimmers, photo-
cell controls, time switches and relays.
7. Telephone system facility including service requirements, conduit, pull wires, telephone backboard, and grounding.
8, Connection of mechanical equipment and door operator:
line voltage wire and conduit, and 24 volt conduit ar
outlets, Check mechanical plans for additional work required. manufacturer's recommendations ; use "RK5-TD" fuses at
units.
Fuse air conditioning equipment per
9. Fire Sprinkler Supervision. IO. Emergency Electric Generating System, per Section
11. Public Address System, per Section 16770.
11. Adjustment and test of electrical work.
1 2. Guarantee.
1621 6.
1.02 QUALITY ASSURANCE
A. All products and equipment specified herein or indicated on the Drawings are to be new, with UL label, and in
compliance with the National Electrical Code, state and local codes.
1.03 SITE VISITATIONS
A. Prior to submission of the bid, the Contractor is to visi the site and make a thorough examination of the existing conditions and thereby include allowances for this work i this bid.
Carlsbad Fire Electrica
Station No. 5 16000 -
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1.04 PERMITS AND LICENSES
A, The Contractor shall pay for and obtain all necessary
permits, inspections, insurance, and licenses required for the electrical work.
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1 . 05 COORDINATION 1.
A, Contractor to coordinate the electrical work with other
trades. Review the Drawings and Specifications of all equipment requiring electrical connections prior to installation of the electrical system, Verify space, ventilation and clearances required to install electrical
equipment.
1.06 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Submit, at one time and in booklet form, product data sheets for light fixtures, switchboards, panelboards, receptacles, switches, plates, disconnect switches, time switches, wiring devices, and materials list. I
1.07 SUBSTITUTIONS
A. Comply with pertinent provisions of Section 01600.
B, Where manufacturer's name and catalog number are called
out, the phase "or approved equal'' can be assumed, the
burden of proving such equality being the bidder's responsibility.
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1 -08 GUARANTEE
A. Guarantee all electrical work and equipment (except lamps)
for a period of one year from.the date of acceptance; said guarantee to be typed on the Contractor's letterhead, and
turned over to the Owner upon completion and final I acceptance of the job,
I PART 2 PRODUCTS
2 . 01 MAIN SWITCHBOARD
A, 120/208 volt, three phase, four wire indoor type, floor-
standing, dead front and rear sections of 16-inch depth
and 90-inch height of unitized construction finished in
grey, as manufactured by GE, Square D, Westinghouse, or Challenger, Underground Pull Section: 36 inches wide. Service Section: 38 inches wide with metering facilities, CT space, and the main disconnect. Distribution Section:
38 inches wide with switches as indicated, full-length bussing and spaces.
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Carlsbad Fire Electrica: 16000 - : I Station No. 5
1. Install black-on-white micarta nameplates on all
sections, switches and spaces.
2. Metering facilities are to be approved by San Diego
Gas & Electric. 3. Bolt switchboard to the floor.
2.02 SWITCHES
A. Quick-make, quick-break type QMB rated 250 volts with frame size, number of poles and fuses as shown.
2.03 CIRCUIT BREAKERS
A. Bolt-on, molded-case type with thermal magnetic trips
rated 250 volts with frame size, number of poles and trip setting as shown. NEMA interrupting capacity shall be
10,000 AIC unless noted otherwise.
2 . 04 PANELBOARDS
A. Surface or recess-mounted, with bolt-on circuit breakers
type NQOB, with hinged lockable doors and typewritten directories. All multipole breakers are to be single
handle common trip. Use "HACR" circuit breakers for air conditioning loads. Use "SWD" circuit breakers for
lighting circuits controlled from panels. Manufacturer tc
be GE, Square D, Westinghouse, or Challenger.
2.05 CONDUIT
A. Of rigid steel, galvanized for underground, where exposed
up to 5'-0", and in damp locations. Use galvanized EMT in dry concealed locations or where exposed above 5'-0". EM1
connectors are to be watertight compression type. Use galvanized flexible conduit only for motor and fixture connections, in lengths not to exceed 6 feet. Flash and counter flash conduits penetrating roofs. PVC schedule 4C
may be used under floor slabs or underground with rigid galvanized conduit ells and risers half-lap wrapped with
3M "Scotchrap" PVC tape and with ground wire.
underground is to have 24 inches of cover. Service
conduits shall be PVC schedule 40 or as specified by utility companies.
PVC
2.06 OUTLET BOXES
A. Of galvanized pressed steel, 4 inches square by 2-1/8 inches deep minimum, with required device rings, bar
hangers Rayco 900 series or secured to 2x4-inch blocking with two 1-1/'2 inch No. 9 wood screws. Wall outlets with
one conduit entry may be 2-1/8 inches square by 4 inches
high.
Carlsbad Fire Electrical
Station No. 5 16000 - 3
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2 . 0 7 CONDUCTORS I I. 2.08 SPLICES
A. 600 volt insulation, type THW or THHN/THWN copper.
A. For conductors No. 3 or smaller, use Skotchloc spring
connectors and for larger size cables use solderless connectors.
2 . 0 9 RECEPTACLES
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A. 120 volt duplex grouding type, specification grade 15 amp
Hubbel No. 52621. Where indicated "WP", install
weatherproof gasketed cover, mounted on FS box. Provide
ground fault circuit interrupters where required by code. Receptacles with isolated ground are to be 20 amp Hubbell No. IG5362. Provide red receptacles on emergency system.
2.10 LIGHT SWITCHES
A. Toggle type, specification grade, 120/277 volts ac, Hubbel I 12001 series. Provide red switches on emergency system.
2.11 PLATES
A. Ivory phenolic. Provide red plates on emergency system.
2.12 TIME SWITCHES
A. NEMA 1 enclosure with 24-hour (interior circuits) or astrc
dial (exterior or daylight area circuits), mechanical carry-over, omitting device and adjustable (or as
specified under Section 15000), as manufactured by Tork,
Paragon, or Sangamo.
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2.1 3 PHOTO-ELECTRIC CONTROLLERS .
A. As manufactured by Automatic Switch Company, Square D, 1 Tork, Paragon, or Sangamo.
2.1 4 CONTACTORS
A. As manufactured by Automatic Switch Company or Square D.
2.15 CHANNELS
A. As manufactured by Kindorf, Kin-Line or Unistrut, complett
with fittings, accessories, swivels, rods, etc., and installed to structural members as directed by the
structural engineer.
Electr ica Carlsbad Fire 1 Station No. 5 16000 -
2.1 6 DISCONNECT SWITCHES
A. Horsepower rated, type A unfused except where otherwise
indicated 3 pole, 250 volt, in general purpose or
weatherproof enclosures as required.
2.1 7 LIGHTING FIXTURES
A. Furnish and install complete with lamps, ballasts, and
required mounting hardware. Prior to ordering fixtures, verify mounting methods and finishes. All fluorescent fixtures mounted in T-bar ceilings are to be independent1 suspended with two No. 10 steel wires diagonally.
Installations in fire-rated areas are to be done in
compliance with code requirements. Recessed portions of
fixture enclosures, other than at points of support, are
to be spaced at least 1/2 inch from combustible material.
Thermal insulation shall not be installed above the
fixture as to entrap heat and prevent the free circulatio:
of air unless the fixture is otherwise identified for installation within thermal insulation.
2.18 LAMPS
A. As shown on the fixture schedule. Fluorescent lamps are
to be 35 watt energy saver standard white F40W/RS/SS; as
manufactured by G.E., Sylvania or Phillips of sizes as
noted,
2.19 BALLASTS
A. Fluorescent 13allasts: Of premium type CBM certified
and ETL approved, highpower factor and of voltage required; as manufactured by Advance Mark 111, G.E. Maxi- Miser 11, or Universal SLH.
B. HID Ballasts: UL listed for the source, wattage and
position of the lamp provided.
2.20 LENSES AND DIFFUSERS
A. 100% virgin acrylic with 0.125 inch minimum thickness.
Outdoor lenses shall be vandal/weather resistant.
2.21 LIGHT DIMMERS
A. Incandescent Dimmers: Slide type, 2000 watt maximum,
ivory, Lutron #N-2000.
2-22 FLOOR BOXES
A. Fully adjustable flush-floor type, Hubbell B-2503. Provide S-3925 fitting and carpet flange for power, and S- 2525 fitting and carpet flange for telephone.
Carlsbad Fire
Station No. 5
Elec tr ica 1
16000 - 5
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2.23 FIRE SPRINKLER SUPERVISION SYSTEM
A. Quality Assurance: Provide a complete and operable Fire Sprinkler Supervision System which is listed by UL and State Fire Marshal's office. System shall be central station monitored via City system.
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B. Fire sprinkler system to have an exterior electric bell
and remote site supervision by the City. 1, Fire sprinkler contractor is to determine equipment
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and methods as part of shop drawing review.
PART 3 EXECUTION I 3.01 CONDUIT AND WIRING
A. All conduit and wiring shall be installed concealed in walls, above ceilings and below floor slabs or exposed in accordance with applicable regulations and the Electrical Drawings. All penetrations of fire-rated walls or ceilings to be coordinated with Owner, Conduit runs are shown diagrammatically. Exact routing and location of th equipment are to be determined in the field. I 3.02 EXTERIOR EQUIPMENT ' e A, All equipment and wiring outside to be weatherproof.
3 . 03 MOISTURE PROTECTION
A. Where required by regulations, all panelboards, main
switchboards and electrical devices in the spray radius c sprinklers are to be installed with weatherproof
enclosures in compliance with these regulations.
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3 . 04 GROUNDING
A. Ground all all metallic conduits, supports and enclosures
in compliance with the National Electrical Code.
3.05 ELECTRICAL SERVICE FACILITIES
A. Install electrical service and metering facilities in compliance with all requirements of San Diego Gas & 1 Electric.
3.06 TELEPHONE SERVICE FACILITIES
A. Provide service conduits, backboard, grounding, and
receptacles as required by the serving utility company. a B, All telephone conduit is to be 1-inch.
Carlsbad Fire Electric:
16000 - 1 Station No, 5
3.07 TESTING
A. All new circuits are to be tested for short and open circuit to ground with a megger; resistance to ground is to be in compliance with the requirements of the Nationa:
Electrical Code.
3.08 DISPATCH ACTIVATED LIGHT CIRCUITS
A. Telephone vendor to provide a dry contact closure isolate and rated for low amperage to activate a 24-volt relay tc trigger required lights.
END OF SECTION
Carlsbad Fire Electrica
Station No. 5 16000 -
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SECTION 1621 6
EMERGENCY ELECTRIC GENERATING SYSTEM I
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PART 1 GENERAL
1.01 SUMMARY
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A. This Section covers requirements for providing a factory-
built, prototype-tested, production-tested, field-tested, complete and operable emergency electric generating
system, including all devices and equipment specified
herein, shown on the Drawings, and as required for the
service. Materials and equipment are to be new and current, delivered to the site completely wired, tested and ready for installation. This standby electrical powe system is to include:
1. Kohler Model 80ROZ diesel engine-generator set rated
80 KW, complete with outdoor enclosure;
2. Engine-generator control console, resiliently mounted on each generating system, and including complete engine start/stop control and monitoring system;
3. Kohler Model K-168541-0400 automatic transfer switch.
4. Mounted and loose accessories, control devices, and
other equipment as specified herein and as shown on
the Drawings ;
documents, and services as needed to meet performance
5. Such other components, accessories, parts, tests,
0 requirements of this Section.
1.02 QUALITY ASSURANCE
A. Qualifications: 1. Single Manufacturer: This equipment, including the
engine-generator set and automatic transfer switch, i
to be by a single source.manufacturer who has been
regularly engaged in the production of such equipment for a minimum of ten years. The emergency electric
generating system described herein, including these
components, are to be factory-built, factory-tested,
and shipped so there is one source of supply and
responsibility for warranty, parts and service. This manufacturer is to have a local representative who ca provide factory-trained servicemen, required stock of replacement parts, and technical assistance. 1
Carlsbad Fire Emergency Electric Generating Sys%€ I Station No. 5 16216 - 1
2. Controls: All controls are to be the standard of the
manufacturer, who is engaged in the manufacture of engine-generator sets, transfer switches, and
accessories, and who has them available for sale on the open market. Control parts are to be identified by part numbers of this manufacturer, and have second source listing where applicable. Control systems tha are supplied by a sub-vendor or subcontractor of the vendor and are not incorporated within the documenta-
tion drawings of the engine-generator manufacturer ax
not acceptable.
performance to this Section includes the entire syste and cannot be split up among individual suppliers of components comprising the system, but must be assumed solely by the supplier of the system.
B. Regulatory Requirements: The emergency electric generatin
system must meet all requirements of NFPA 110-1985
including design specifications, prototype tests, one-ste
full load pickup, and installation acceptance.
3. Performance Responsibility: The responsibility for
1.03 LITERATURE AND DRAWINGS
A. The manufacturer shall have printed literature and
broclnures describing the standard series specified (not a
one-of-a-kind fabrication). Unless specified otherwise herein, all performance and other information are to be a on the manufacturer's printed literature. Performance information will be the result of test procedures in
accordance with nationally-recognized standards, plus SUC
other procedures that are judged necessary by the manufacturer to insure maximum service reliability for emergency systems. A summary of this information is to b
made available upon request.
B. The manufacturer is to furnis,h complete system schematic and wiring diagrams consisting of the engine-generator set(s) and t.ransfer switch(es) as defined in this Section
PART 2 PRODUCTS
2.0 1 MANUFACTURER
A. The equipment described herein is that as manufactured by Kohler Company, and as supplied by Bay City Electric Works, San Diego, California. All equipment furnished shall be equal in every way to that specified herein including quality, operation, and function. The equipmen space, mounts, electrical wiring, ventilation equipment, fuel and exhaust components must have all been sized and designed around the Kohler equipment.
Carlsbad Fire Emergency Electric Generating Syste
Station No. 5 16216 - 2
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1. If alternate equipment is substituted, the Contractor is responsible for change in the facilities work made necessary from installation of equipment other than
Kohler, without additional cost to the Owner, and the
Contractor is to verify all work with the equipment
manufacturer.
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B. Substitutions: Any bidder wishing to use substitute
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equipment other than the specified Kohler equipment must submit detailed data to the Architect/Engineer for
approval or disapproval, not less than 30 days prior to bid date. Complete shop drawings, diagrams, and details are to be prepared specifically for this project, Standarl and typical drawings will not be accepted. Data for substitute equipment is to include complete information including: 1. Plan drawing to verify that the substitute equipment will fit into the space allocated and allow for removal and service;
2. Allowance for proper cooling and combustion air;
3, In order to verify that all interconnecting wiring an
piping is accounted for, provide complete intercon-
necting wiring diagrams and piping diagrams;
4. Provide the results of engineering to show compliance
with the requirements for "prototype testing; 'I
5. Complete load study and load profile to show that
engine-generator sets will not be overloaded during
any phase of operation, including motor starting and steady-state load conditions;
6. Specification information, factory literature, catalo
sheets, etc, to show compliance with this Section;
7. Deductions or additions to contract price for use on
proposed substitute equipment;
8, Complete list of deviations from this Section;
9. Short circuit study of the load circuits to verify that selective coordination and thermal and magnetic
stresses on components will be equal to that
specified;
five years,
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IO. List of projects using similar equipment for the last
2.02 ENGINE-GENERATOR SET
A. General: This system is to include one (1) Kohler Model 80ROZ Diesel Engine-Generator Set and as represented in the published specifications for that model; rated for 80
KW, 100 KVA at 0.8 PF, 60 HZ, three phase 4 wire, 120/208
volts, 277 amperes on a continuous standby basis; mounted
on a heavy-duty steel base to maintain proper alignment between components; and with vibration isolators incorporated, of the type and quantity as specified by th set manufacturer.
Carlsbad Fire Emergency Electric Generating Systc
16216 - : I Station No. 5
B. Unit Performance Standards:
1. Frequency Regulation: Adjustable isochronous to 5
2. Voltage Reglation: Within +/- 2 percent of rated
3. Recovery: One step load acceptance, 100 percent of
percent.
voltage from no load to full load.
nameplate KW rating, meeting requirements of NFPA 11C paragraph 5-1 4, 2.6.
4. Steady-State Operation: Frequency variation is not t
exceed +/- 0.3 hertz (+/- 5 percent) and voltage
variation +/- 2 percent of its mean value for constar
loads from no load to full load.
at rated load and power factor.
motor starting.
1-22.40 definition.
line, to reduce risk of overheating and of interfer-
ence with sensitive communications equipment.
5. Temperature Rise: Within NEMA MG-1-22.40 definition
6. Peak KVA: A minimum of 360 KVA is to be available fc
7, Telephone Influence Factor: Less than 50 per NEMA MG
8, Waveforni Deviation Factor: Less than 0.06 line to
C. Engine: Sta.tionary, liquid-cooled, diesel for use with number 2 diesel fuel; four-cycle design, six (6) in-line
cylinders, with minimum displacement of 359 cubic inches;
capable of developing BHP at 1800 RPM and driving.a
generator of this rating on a continuous standby basis fo
the duration of normal source interruptions for ambient
conditions of 104 dgrees F (40 dgrees C) at 3300 feet e leva t ion.
D. Engine Components:
1. Remote, two wire starting is to be 12 volt DC,
solenoid shift, electric starter.
2. Engine speed isochronous electronic governing system
to control generator frequency within +/- 0.25 percen of rated. frequency under .steady-state conditions.
jacket heater to aid in quick starting; rated single
phase, 120 volts, 1500 watts; disconnected whenever
the engine starts. Provide proper circuit from norma
utility power source.
4, Engine protection devices are to have sensing element
located on the engine to initiate the following
preliminary alarms and engine shut-downs: a. Low coolant temperature alarm b. Low lubrication oil pressure alarm c. High coolant temperature alarm
d, Low lubrication oil pressure shutdown e. High coolant temperature shutdown
f. Overspeed shutdown g. Overcrank lockout
3. Engine-mounted thermostatically-controlled water
5, Provide a unit mounted Dah1 water separator Model 200
6. Engine starter battery charging alternator, 12 volt D
37 amp with solid state voltage regulator.
Carlsbad Fire Emergency Electric Generating Syste Station No. 5 16216 - 4
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D. Engine Cooling System:
1. Radiator-cooled by engine-mounted radiator system including belt-driven pusher fan, coolant pump, and thermostat temperature control, coolant corrosion- resistant filters with replacement elements; performance of components as required by set
manufacturer. Radiator is to be provided with a duct
adapter flange permitting the attachment of air
discharge duct directing the discharge of radiator ai through the wall. Provide ducts and flexible duct connection between duct adapter flange and wall louve or damper.
2. Provide 50 percent ethylene glycol antifreeze solutio in engine cooling system.
3. Provide automatic motorized dampers for inlet air and radiator discharge air, located and sized as shown on
Drawings. Dampers for inlet air are to provide
adequate air volume for engine combustion, ventila-
tion, and radiator cooling air; and, operate
automatically to close when engine stops and to open when engine starts.
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E. Engine Exhaust System:
1. Muffler: Of the critical type; mount so its weight i
2. Provide flexible exhaust connection 18 inches.long as
not supported by the engine.
required for connection between engine exhaust
manifold and exhaust line, in compliance with
applicable codes and regulations.
3. Provide an exhaust condensation manual drain valve to
trap and drain off exhaust condensation and to preven condensation from entering the engine.
Provide all necessary flanges and special fittings fc proper installation. 5. Mount and install all exhaust components as shown on
the Drawings and as required to comply with applicabl
codes and regulations. All components are to be
properly sized to assure proper operation without excessive back pressure when installed as shown on th Drawings. Make provisions as required for pipe
expansion and contraction.
4. Provide a suitable rain cap at the stack outlet. I.
F. Engine Fuel System:
1. Provide all fuel system piping sized per Drawings or as required for proper fuel flow to the engine. Provide all supply, vent, and fill lines as shown on the Drawings, along with all fittings. Provide
connections for connecting fuel system to engine, in
compliance with applicable codes and regulations.
Carlsbad Fire Emergency Electric Generating Systg I Station No. 5 16216 - !
2. Provide a sub-base mounted fuel tank, 60-gallon capacity, complete with low fuel contacts and fuel gauge. It must be so designed as to allow removal without disassembly of the skid from the generator
set. Provide low level float, fuel inlet and return
for future remote fuel storage tank.
G. Generator:
1. Single-bearing, self-aligning, two-pole, synchronous type, revolving field, with amortisseur windings, wit direct drive centrifugal blower for proper cooling ar minimal noise, with temperature compensated solid state voltage regulator, and with brushless rotating
rectifier exciter system. No brushes will be allowed
Connect generator directly to engine flywheel housinc
driven through a flexible coupling to insure permaner
alignment; gear-driven generators are not acceptable under this specification. Insulation is to meet NEW standards for Class F. 2. The three phase, broad range, reconnectible generator is to have 12 leads brought out to allow connection k user to obtain any of the available voltages for the
unit.
3. Voltage Regulator: Of solid state design, functioning
by controlling the exciter magnetic-field between
stator and rotor to provide no load to full load
regulation of rated voltage with +/- 2 percent during
steady-state conditions. The engine-generator set an regulator must sustain at least 90 percent of no load voltage for ten (10) seconds with 250 percent of rate
load at near zero power factor connected to its
terminals.
4. The generator, exciter, and voltage regulator are to
be designed and manufactured by the engine-generator set manufacturer so that the characteristics are matched to the torque curve of the prime mover. This design allows the prime mover to use its fullest powe
producing capacity (without exceeding it or over
compensating) at speeds lower than rated, and to provide the fastest possible system recovery from transient speed dips. A system that routinely select
a linear-type (straight line) constant volts/hertz
characteristic, without regard for the engine power
and torque characteristics, will not meet this specification.
heavy-duty silicon diodes mounted on the common rotor shaft and sized for maximum motor starting loads. Systems using three-wire control elements (such as transistors or SCR's) rotating on the rotor are not acceptable.
demonstrated by the prototype short-circuit test as described under "Testing" herein.
5. Exciter: Three phase, full-wave rectified, with
6. Generator Design: Of the self-protecting type, as
Carlsbad Fire Emergency Electric Generating Syste
Station No. 5 16216 - 6
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H. Engine-Generator Set Control:
1. Install an engine and generator instrument panel on the unit with vibration isolators, and include the following: a. Instruments:
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(1) AC voltmeter, 3.5 inch, 2 percent accuracy
(2) AC ammeter, 3.5 inch, 2 percent accuracy
(3) VM/AM phase selector switch
(4) Frequency meter, 3.5 inch, 0.5 percent
(5) DC voltmeter, 2 inch, 2 percent accuracy (6) Engine water temperature, 2 inch, 2 percent
(7) Engine oil pressure, 2 inch, 2 percent
(8) Running time meter
(1 ) Overcrank (red)
(2) High water temperature (red)
(3) Low oil pressure (red)
(4) Overspeed (red) (5) Anticipatory low oil pressure (yellow)
(6) Anticipatory high water temperature (yellow)
(7) Low water temperature (yellow)
(8) Emergency stop (red)
(9) "Not in auto" (flashing red)
(10) Low fuel (red)
(11) System ready (green)
(12) Battery charger fault (red)
(1 3) Low battery volts (red)
(14) Auxiliary lamp (red), spare - for use by
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accuracy, dial type
accuracy
accuracy
b. Indicator Lamps:
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c. Controls: (1) Lamp test switch
(2) Voltage adjusting rehostat
(3) "Run-of f /rest-auto" switch
(4) Panel lamps (2).
d. Alarm horn, with silence switch. Note: Silencing this horn after one fault, such as low fuel, shal not prevent it from sounding again should a
different fault condition occur.
2. "Rodent-proof" the complete control panel to prevent
3, Mainline Breaker: 400 AF, 300 AT, 3 pole, mounted in damage to components by small rodents.
NEMA 1 enclosure on right side of generator.
I. Auxiliary Equipment:
1. Starting Battery: Provide one (1) 12-volt, 72 amp/hr battery, mounted in a battery rack within the engine- generator set skidbase.
2. Mount each engine-generator set on vibration isolator
internal to the set skidbase.
3. Charging Alternator: 12-volt, 35 ampere with
transistorized regulator.
Carlsbad Fire Emergency Electric Generating Syste I Station No. 5 16216 - 7
J. Enclosure: Provide a weatherproof enclosure to complete1 enclose the engine-generator, radiator, control panel, battery box,, battery charger, day tank, fuel level indicating instrument, heaters, and other equipment as shown. Mount the engine silencer above the enclosure, with a structural support for the silencer.
K. Automtic Load Transfer Switch:
1. General:: Transfer switch is to be Kohler Model K-
168541-0400, designed, built, tested, furnished and warranted by the manufacturer of the standby continuous generating equipment to ensure one source of responsibility and equipment compatibility. An approved transfer switch manufacturer is to have beer
regu1arl.y engaged in the production of UL Standard 1008 Listed transfer switches.
2. Testing: To provide proven reliability of the systen
the transfer switch is to be completely tested as
follows : a. Representative production samples of the transfer
switch supplied are to be demonstrable, through tests, of the ability to withstand at least 10,OC mechanical operating cycles; an operating cycle consisting of one (1) electrically-operated
transfer from normal to emergency and back to
normal.
b. During the development of the original transfer switching mechanism for this family of transfer switches, a prototype of the transfer switching
mechanism is to have passed the environmental
tests listed in Military Standard MIL-STD-202E.
These tests include Method 101D-Condition B, Salt
Spray-Corrosion; Method 103B-Condition B,
Humidity; Method 107D-Condition A, Thermal Shock; and Method 1lOA Sand and Dust.
c. The transfer switch is to be UL Listed per
Standard 1008. The minimum WCR (Withstand and
Closing Current Rating) shall meet the
requirements of UL Standard 1008 and be obtained
without contact welding. Where the line side overcurrent protection is provided by circuit brea.kers at 480 volts AC or less, the short circuit WCR shall be 42,000 amp RMS. 3. Ratings: a. Transfer switch is to be UL Listed per Standard 1008, and be suitable for use on emergency and
legally-required standby systems in accordance
with. NEMA ICs 2-447, ANSI-C1, and NFPA-99, rated
for total system load. These loads are to include
motors, electric discharge lamps, resistive loads and tungsten lamps as described in Section 1 of U
Standard 1008.
Carlsbad Fire Emergency Electric Generating Syste
Station No. 5 16216 - 8
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b. Transfer switch is to be 60 Hz with solid neutral,
Refer to Drawings for the location of transfer
switch, number of phases, voltage and ampere ratings.
percent of its rated current continuously when in an enclosure. A transfer switch which must be
derated when installed in an enclosure (due to
integral overcurrent devices or any other reasons does not meet this specification, Transfer switcl is to be rated for continuous operation in ambieni temperatures of -40 degrees F to 142 degrees F.
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c, Transfer switch shall be rated to carry 100 I.
4. Construction: a. Over center operation, of double-throw construc-
tion, positively electrically and mechanically
interlocked by a simple mechanical beam to preven'
simultaneous closing (for break before make
operation), mechanically held in both normal and
emergency positions.
b. Quick-break, quick-amek operation, so that the
speed of opening and closing is not controlled by an operator during manual operation. Transfer switch shall provide a center "Programmed Transition" position for manual switching, and be approved by manual operation under full load by intergral mounted, permanently attached, high dielectric, manual operating handles. Manual
operating handles which are normally stored and
must be installed for manual operation do not mee
this specification. c. The electrical operating means shall be a direct-
acting, constant force in both directions, bi-
directional linear induction motor to provide
minimum friction, straight-line switch action, Motor is to be attached directly to the switching mechanism without the use of gears, cams, or othe
complex mechanical linkage methods, Transfer
switches which use solenoid operators and rely upon gravity, weights, or momentum for closing in either position do not meet this specification. d, Transfer switch is not to contain any integral
overcurrent devices in the main power circuit,
including molded case circuit breakers or fuses.
The transfer switch electrical actuator is to hav
an independent disconnect means to disable the
electrical operation during manual switching,
e. Manual operating handles and controls (other than key-operated switches) are to be accessible to authorized personnel only by opening the key- locking cabinet door. Transfer switches with manual operating handles and non-key-operated
control switches located on the outside of the cabinet do not meet this specification.
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f. Transfer switch shall be mounted in a separate
NEMA 1 cabinet enclosure with key-locking front
doors .
g. Minimum transfer time in either direction to be
six (6) cycles, except where the "Programmed
Transition" feature is furnished.
protective cover to protect operating personnel during manual operation, and to allow an operator
to visually determine that the main contacts are
"Open" or "Closed. 'I i. Main Switch Contacts: Of the no-maintenance typc
and high-pressure silver cadmium oxide to resist
burning and pitting for long life operation.
Switch shall have arc chutes of heat absorbing material and metal leaves for positive extinguishing of arcs quickly and effectively; ar chutes are to have insulating covers to prevent
interphase flashover.
(Single Pole Double Throw), 480 volts auxiliary
switch on both the normal and emergency sides, operated by the transfer switch. These auxiliarq
switches are to be factory-wired to an easy acce:
terminal block, and may be used to monitor
transfer switch position for controlling indicatc
lamps or other peripheral equipment, Specify
additional auxiliary relays as required to provid
proper system functions. k. Provide complete AL-CU (Aluminum-Copper) lugs, UI listed and CSA certified, for both normal and emergency load positions. Top or bottom feed for
load connections shall be provided for slimmer
design, requiring less wall space. Load connec-
tions are to be field changeable, either from tog to-bottom or bottom-to-top. Wiring space at normal, emergency, and load lugs inside the
transfer switch cabinet is to comply with 1984 NE
Table 373-6(b). Full rated neutral bar with lugs for normal, emergency and load neutral conductors
is to be provided inside the cabinet.
h. Provide the transfer switch with a transparent
j. Transfer switch is to have one (1) S.P.D.T.
5. Controls:
a, Mount control accessories, either electronic or
relay, in a separate smaller cabinet mounted on
the inside of the main cabinet door. This is to
allow for ease of service when the main cabinet lockable door is opened, but to prevent access by unauthorized personnel. b. Provide control circuit disconnect plugs to de- energize control circuits to avoid the hazards of electrical shock to personnel while making
adjustments.
Carlsbad Fire Emergency Electric Generating SystE
Station No. 5 16216 - 1
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c. The electronic control, undervoltage and time delay modules shall be a printed circuit board fo ease of service. The solid state undervoltage sensors shall simultaneously monitor all phases o
the normal and emergency power sources to provide
field adjustable range sensors for specific
applications. Voltage pickup settings are to be
adjustable from a minimum of 85 percent to a maximum of 100 percent of nominal voltage. Voltag dropout settings are to be adjustable from a minimum of 74 percent to a maximum of 98 percent
of the pickup setting, with a fixed dropout time
delay of 0.5 second. Voltage sensors are to be o
the temperature compensated type, for maximum
deviation over the temperature range of -25 degre
F to 175 degrees F, and allow for adjustment to
sense partial loss of voltage on any phase of the
normal or emergency power source, even where mot0 feedback voltages exist,
overvoltage and frequency sensing module, shall b
a printed circuit board for ease of service. The solid-state overvoltage sensors are to simultaneously monitor all phases of the normal
and emergency power sources to provide field-
adjustable ranges and voltage pickup, and,dropout
and time delays. Frequency sensors shall simul-
taneously monitor all phases of the normal and emergency power sources to provide field- adjustable ranges of frequency pickup, and dropou
and time delays,
to start upon signal from normal source voltage sensors. Solid-state time delay start shall avoi nuisance engine-generator set start-ups on
momentary voltage dips or interruptions.
f, The transfer switch is to transfer the load to th emergency power system after the engine-generator set reaches proper voltage and frequency has
stabilized,
g. The transfer switch is to retransfer the load to the normal source after normal source power iE restored, allowing normal source to stabilize before retransfer.
h. The controls are to signal the engine-generator set to stop after load retransfer to the normal source, but maintain the availability of the emergency source in the event the normal source fails shortly after retransfer. The controls
shall allow the engine-generator set to run unloaded for a cooldown period prior to shutdown.
retransfer of the load from the emergency source
to the normal source if the emergency source fail when the normal source is available.
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d. The Overvoltage and Frequency Sensing control,
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e. Controls shall signal the emergency power system
i. The controls are to provide an automatic
Carlsbad Fire I Station No, 5
Emergency Electric Generating Systc
16216 - '
j. The transfer switch operating power for transfer
and retransfer shall be obtained from the source to which the load is being transferred. k. Controls are to provide built-in "Control Mode Status" indicators, consisting of LED'S (light emitting diodes) to indicate a sequence of functions such as:
(1) Source 1 OK
(2) 2-Wire Run
(3) Source 2 OK
(4) Timing for transfer
(5) Transfer command
(6) Timing for retransfer
(7) Retransfer Command
(8) Timing for Stop The indicators are to allow the operator to determine that the controls are properly sequencing and assist in determining the sequence
of any malfunctions that might occur.
6. Main cabinet front door-mounted controls and indicatc
lamps are to consist of oil-tight, neon position
indicator lamps (NORMAL - White and EMERGENCY - Ambei
and key-operated Test and Selector switches to provic the following functions: a. TEST - Simulated normal source power loss to
control unit for testing engine-generator. set capability, including transfer of load if so
equipped. Control system is to provide for systen test without load transfer when specified.
b. NORMAL - Normal operating position and also
restores the system to standby operation; and if
load was transferred, retransfers load from
emergency to normal source after test and time
delays.
switch that overrides retransfer time delay to
cause the immediate return to the normal source
after a test or actual power outage.
c. RETRANSFER - Spring-loaded momentary position of
7. Provide exerciser clock to set day-of-week (one week dial minimum), time-of-day, and duration-of-time of
engine-generator set exercise. A period with/without
load selector switch is optional. Exerciser clock ie required for Limited 5-Year Warranty.
PART 3 EXECUTION
3.01 TESTING
A. The intent af this Section is to provide equipment of
proven reliability and compatibility. Three separate
series of tests are to be performed: Factory Prototype
Model Tests, Factory Production Model Tests, and Field
Tests, as described herein.
Carlsbad Fire Emergency Electric Generating SystE
Station No. 5 16216 - 1
I
B. Factory Prototype Node1 Tests: The electric generating
system, consisting of prime mover, generator, governor,
coupling and all controls, must have been tested as a complete unit on a representative engineering prototype model as required by NFPA 110-1975. The tests, being potentially damaging to the equipment tested, must not be performed on equipment to be sold, but on separate prototype models as specified by NFPA 110-1985, paragraph
3-2.1 thru 3-2.1.2, and their accomplishment certified by
means of documentation of the tests accompanying submitta
data. These tests shall have included:
1. Maximum starting power level is to be at least 100 KW
2. Maximum motor starting capacity is to be at least 360
KVA and voltage dip recovery within seven (7) cycles
of applied load is to be a maximum of 10 percent.
3. Structural soundness (Short-circuit and Endurance
Tests) .
4. Torsiograph Analysis: The manufacturer of the engine-
generator set is to verify that the engine-generator
combination, as configured, is free from harmful torsional stresses. The analysis is to include correlation of empirical data from tests on a representative prototype unit. The empirical data mus include spectrum analysis of the torsional transducer output within the critical speed range of the engine- generator set. Results of this analysis are to be
made available to the specifier upon request.
Calculations based on engine and generator separately
are not acceptable.
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5. Engine-generator cooling airflow.
6. Transient response and steady-state speed control and
7. Generator temperature rise per NEMA MG1-22.40.
8. Harmonic analysis and voltage waveform deviation per
9. Three-phase short-circuit test for mechanical and
voltage regulation.
MIL-STD-705B, method 601.4.
electrical strength. With system operating at rated
volts, amps, power factor, and speed, the generator
terminals must be short circuited ten times for a duration of thirty seconds. Engine-generator set mus build up and perform normally without manual
interventions of any kind such as resetting of circui
breakers or other tripping devices when the short
circuit is removed.
10. Failure model test for voltage regulator. With engine
generator set operating at no load, rated speed and
voltage, the AC sensing circuit to the regulator must be disconnected for a period of at least one hour. The engine-generator set must be fully operative afte the test, and with without evidence of damage.
potential electrical and mechanical problems associated with typical operation.
Do
11. Endurance testing is required to detect and correct
Carlsbad Fire Emergency Electric Generating Systf I Station No. 5 16216 - 1
C. Field Test: A start and test is to be performed by
factory-trained technicians. All test equipment, facili- ties and personnel are to be provided by the suppliers
concerned,
1. Check all electrical, exhaust, fuel, and water connections for proper size, continuity and tightness of fittings. Check all fluids for appropriate levels, Check jacket water heater. Start up engine and make initial start-up check of all operational equipment. Upon completion of initial start-up and system check- out, the supplier of the generator set is to perform field test, with the Engineer notified in advance, tc demonstrate load carrying capability, stability,
voltage, and frequency.
2. Connect a load bank equivalent to at least 100 percer
of the nameplate rating at unity power factor. 3. Run the generator set for 1-1/2 hours continuously
with load connected. Load shall not exceed 50 percer of generator-set rating for the first 1/2 hour durinc first initial run for proper engine break-in, and thc 100 percent for 1 hour. Maintain records throughout this period to record water temperature, oil pressure ambient air temperature, voltage, current, frequency,
kilowatts, and power factor. This data is to be
recorded at 15-minute intervals throughout the test.
There is to be a 10-minute unloaded run at the conclusion of the test to allow the engine to cool down before shutdown.
4. Return to normal power source.
5. With prime mover in "Remote Start" condition and utilizing the building load, simulate failure of the
normal power source by opening all breakers and switches.
occurrences and record readings as specified in 3.
above.
the manufacturer.
Engineer .
designated by the Owner. This training is to cover
proper operation of the genset, required preventive
maintenance, and appropriate record keeping methods.
This must be done at the start and test period,
6. Run the generator for two (2) hours. Observe
7. Test all safety devices using methods recommended by
8. Document and forward test results to the Electrical
9. Operator training is to be provided to personnel
3.02 24-HOUR SERVICE
A. The factory-authorized distributor supplying the equipmer is to have full service and parts capability in the fielc on a 24-hour basis, and is to have the capability to instruct the involved contractors on the proper method of installing the generator and transfer switch.
Carlsbad Fire Emergency Electric Generating Systc
Station No. 5 16216 - 1
I
3.03 WARRANTY
A. The complete emergency electric power system, including
1800 RPM engine-generator set equipped with exerciser, an running time meter, shall be warranted for free replacement or repair of parts for a period of five (5) years or one thousand five hundred (1,500) operating hours, and free labor for the first two (2) years. Multiple warranties for individual components (engine, generator, controls and automatic transfer switch) will not be acceptable. Satisfactory warranty documents must
be provided. This warranty is to be detailed in availabl
written documents. In the judgment of the specifying authority, the manufacturer supplying the warranty for th complete system must have the necessary financial strengt
and technical expertise with all components supplied, to
provide adequate warranty support.
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3.04 MAINTENANCE SERVICE CONTRACT
A. The supplier of the engine generator and transfer switche shall include a one (I) year service contract, as described below, at no additional cost to the Owner.
This Service Agreement is entered into by
below, for the purpose of maintaining their emergency
standby generating set and associated equipment in the
best possible operating condition. This will minimize tl-
necessity of emergency attention, thus assuring efficient
upkeep practices by trained technical personnel at a minimum of cost .
Upon acceptance of this Agreement,
will render the service listed
below on this equipment. It will be regularly inspected during business hours at least one time each month that this agreement remains in effect. These inspections will
include :
1. Check all diesel fuel lines from pumps to injectors,
and the generating set owner, named
I.
check belts, replace if necessary.
2. The equipment is to be lubricated, oil and oil filtei
changed as needed, air filter cleaned or replaced, ar fuel filter replaced as needed. I
3. Fuel and oil lines, cooling hoses to be inspected.
4. Check condition of batteries, cables, and connection: clean as needed. (Unit must be exercised once a week and battery water checked by owner's maintenance I department.)
5. Check generator for proper setting and operation.
Carlsbad Fire I Station No. 5
Emergency Electric Generating SYstc
16216 -
6. Clean commutator and slip rings, check brushes.
7. Check automatic transfer switch for proper operation,
clean contacts as needed.
8. Check all instrumentation for proper operation and
accuracy .
9, After all checks and servicing are completed, run generator set and conduct half-hour test on all
equipment.
10. Remove injectors and test once a year. Repair or
replacement of injectors will be paid for by the owner.
11. Submit in writing, a report to the owner of the entii
inspection. Owner will also be advised in writing of
any additional parts or work required.
B. This maintenance service contract shall be renewable at z pre-determined rate with the Owner.
END OF SECTION
Carlsbad Fire Emergency Electric Generating Syste
Station No. 5 16216 - 1
a
SECTION 16770
PUBLIC ADDRESS SYSTEM 1
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PART 1 GENERAL
1.01 SUMMARY
I.
A. Provide public address components and wiring as shown on
the Drawings and as specified herein, including but not necessarily limited to the following:
1. Dispatch System.
2. Music/Radio/Paging System,
3. Telephone System (Private).
B. Related Work:
1. Section 16000 - Electrical.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. As soon as possible, or within 45 days after Award of Contract, the Contractor is to submit booklets containing
all information regarding the equipment and installation
for all items herein specified.
1.03 QUALITY ASSURANCE
A. All products and equipment specified herein or indicated on the Drawings are to be new with UL label and be in compliance with the National Electrical Code, and state
and local codes.
I.
I 1 .04 SUBSTITUTIONS
A. Comply with pertinent provisions of Section 01600.
B. Where the manufacturer's name and catalog number are called out, the phrase "or equal" can be assumed, except the burden of proving equality is on the bidder.
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1 . 05 GUARANTEE
A. Guarantee all electrical work and equipment for a period
of one year from date of acceptance; guarantee to be type on the Contractor's letterhead, and turned over to the Owner upon completion and final acceptance of the job. I
Carlsbad Fire Public Address Syste I Station No. 5 16770 -
PART 2 PRODUCTS
2.01 REQUIRED VENDOR AND EQUIPMENT
A. The three systems and necessary equipment called for in Paragraph 1,Ol.A. above will be provided by:
Telgque Inc.
Rudy Zanas, Owner
4630 Balboa Avenue Encino, CA 91316
(81 8) 789-7782
PART 3 EXECUTION
3.01 GENERAL
A. The Music/Radio/Paging System shall include the speaker
and volume control placement as shown on the Drawings wit wire to the telephone backboard.
B. The Dispatch System is to be clearly intelligble under actual Fire Station operating conditions throughout the
facility. This system shall include the speaker placemen with wire to the telephone backboard.
C. These components shall be compatible with the Owner's amplifiers and dispatch systems.
specified by the City of Carlsbad.
D. The telephone system will be the private one as currently
END OF SECTION
Carlsbad Fire Public Address Syste
Station No. 5 16770 -
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(61! 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 .3ff,ce of the Municipal Projects
Mitg af Mnrlstrftb
ADDENDUM NO, 1
Date issued April 5, 1988
Bid Opening Date April 28, 1988
Project Name Fire Station No. 5 Project No. 3242
The following items shall be added to the constructior
bid package for the above project.
ITEM 1 Add the attached sheet (A-1) to the drawings
ITEM 2 Add the attached Geotechnical Investigatior
ITEM 3 Add San Diego Gas & Electric plans and
If you have any questions please call Don Iler of Danielson Design Group at (714) 493-8320 or Pat Entezari with the City of Carlsbad at (619) 438-1161 Ext. 4385.
Report Book 2 of 2 to your specifications
specifications for gas and electric services
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1 p 2075 LAS PALMAS DRIVE
I (6 CARLSBAD, CALIFORNIA 92009-4859 Page 1 of 4 Office of the Municipal Projects 0
aita af atrlsbnb
ADDENDUM NO. 2
Date issued April 18, 1988 Bid Opening Date April 28, 1988
Project Name Fire Station No. 5
Project No. 3242
The Addendum is issued before award of Contract to inform the bidders of revisions to the Contract Documents and is hereby
made a part of the Contract Documents.
The Following changes, additions and/or clarifications apply to the Drawings and Specifications for the work of the above-
referenced project.
In case of conflict between Drawings, Specifications and this Addendum, this Addendum governs.
All requirements contained in the Contract Documents apply to this Addendum, and the general character of the work called for in the Addendum is the same as originally set fourth in the applicable portions of the Contract Documents for similar
work, unless otherwise specified under this Addendum. All incidental work necessitated by the Addendum as required for the proper completion of the work is to be included in the bids not specifically mentioned in the Addendum.
0
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PAT
PROJECT MANAGER
a
Page 2 of d
0
CARLSBAD FIRE STATION NO. 5
ADDENDUM NO. 2
April 19, 1988
SPECIFICATIONS
1. Section 02225 - Trenching, Article 1.02, Paragraph B.
There is no Section 02218: this paragraph deleted in it:
entirety and subsequent paragraphs re-lettered.
2. Section 08331 - Overhead Coiling Doors, Article 1.01 Paragraph A.
Paragraph revised to read: "Standard overhead coilin5 doors with vision panels: electric operated: factor! precoated and shop painted finish, color as noted 01
Drawings. I'
0
0
Page 3 of 4
SECTION 02225
0 TRENCHING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Excavate trenches for utilities to municipal
B. Compact bed and compacted fill over utilities tc
subgrade elevations.
C. Compaction requirements.
utilities.
1.02 RELATED WORK
A. Section 01400 - Quality Control: Compactior
B. Section 02222 - Excavation: General building
C. Section 02223 - Backfilling: General backfilling.,
D. Section 15400 - Plumbing: Sewer piping fron
E. Section 15400 - Plumbing: Water, Gaspiping frort
requirements of backfill.
qxcavation.
building to municipal sewer.
building to municipal utilities.
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1.03 REFERENCES
A. ANSI/ASTM C136 - Sieve Analysis of Fine and Course Aggregates.
B. ANSI/ASTM Dl556 - Density of Soil in Place by Sand-
C. ANSI/ASTM Dl557 - Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 10 lb. (4.54
kg) Hammer and 18 inch (457 mm) Drop.
D. Geotechnical Report: On file at office of Architect
Cone Method.
1.04 TESTS
A. Tests and analysis of fill materials will be
performed in accordance with ANSI/ASTM Dl557 and
under provisions of Section 01400.
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Carlsbad Fire Trenching Station No. 5 02225-1
Page 4 of 4 SECTION 08331
a OVERHEAD COILING DOORS
0 PART 1 GENERAL
1.01 WORK INCLUDED
A. Standard overhead coiling doors with vision panels:
electric operated: factory precoated and shop
painted finish, color as noted can Drawings.
1.02 RELATED WORK
A. Section 08710 - Finish Hardware: Cylinder core and
keys.
B. Section 09900 - Painting: Shop paint finish.
1.03 REFERENCES
A. ANSI/ASTM A526 - Steel Sheet, Zinc-coated
(Galvanized) by the Hot-dip Process, Commercial
Quality.
Zinc-coated (Galvanized) by the Hot-Dip Process.
$ B. ASTM A525 - General Requirements for Steel Sheet,
1.04 SUBMITTALS
A. Electric motor operated unit with manual override in case of power failure, with door safety device: and with 4 ft X 4 ft vision panel configuration.
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1.05 SUBMITTALS
A. Provide pertinent dimensioning, general construction, component connections and details, anchorage methods, hardware location, and installation details.
B. Submit manufacturer's installation instructions
under provisions of Section 01300.
1.06 OPERATION AND MAINTENANCE DATA
A. Submit manufacturer's operation and maintenance
data under provisions of Section 01700.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. The Cookson Company.
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Carlsbad Fire Overhead Cooling Doors
Station No. 5 08331-1
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CARLSBAD FIRE STATION NO. 5 ADDENDUM NO. 3 April 25, 1988
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SPECIFICATIONS
1. Section 11400-2 - Exhaust Hood Article 2.02, Paragraph A., line
Change Viking Range to Wolf Rang
2. Section 03001 - Concrete, Article 2.03, Paragraph A.
Paragraph revised to read : "Cement ASTM C150, Normal- Type portland, standard grey color."
3. Section 03346 - Concrete Floor Finishing, Article 2.01, Paragrap
Due to new environmental regulations as of January 1, 1988, Sonneborn Building products t *@Sonoplex1I products is not allc for use.
Therefore, the acceptable manufacturer is:
Revoland
1631 South 10th Street
San Jose, Calif. 95112
- Local Representative - Tri-Mate Industries / Terry Cox
3244 East Willow Street Signal Hill, Calif. 92086
(408) 288-8658 0
(213) 427-5000
4. Section 03346 - Concrete Floor Finishing, Article 2.02, Paragrar
Paragraph A revised to read:
'zSeaPer: 100% Solid Epoxy System as manufactured by Revolai color grey.
1. First Coat: Revoplate RP-30 Moisture Barrier, Primer & Sealer: 6-8 mil thickness.
2. Second Coat: Revoplate RP-70 Floor systems; 6-8 mil thickness, with non-slip pumice aggregated finish.
5. Section 16000 - Electrical, Article 3.05, Electrical Service
Facilities:
Add new paragraph B to read:
B. No sawcutting or trenching will be allowed across Way or Impala Drive for electrical service conduit. Co must be installed by boring or jacking. 0
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Carlsbad Fire Station No. 5
Page Two of Three 0 April 25, 1988
SPECIFICATIONS
6. Section 16216 - Emergency Electric Generating System.
A. Article 2.01 K 1. Add ASCO (Kohler) and Russelectric are approved manufactures.
B. Article 2.01 K 3b Revise first sentence to: Transfer switch shall be t with switched neutral.
C. Article 2.01K 4a Add "The items listed in this section are as manufactur6 Russelelctric. The equivalent or similar transfer si with "in-phase monitorqq by ASCO is an approved equal.
D. Article 2.01K 4c Delete last sentence.
E. Article 2.01K 4h Delete paragraph. 0
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Carlsbad Fire Station No. 5
April 25, 1988
Page Three of Three
Addendum No. 3 Listing
DRAWINGS
1. Sheet C-1, Grading Plan
Omit Note 8 - textured concrete at both driveway entrancc locations). These driveway entrances are to be standard concrete at driveways as shown and noted on Site Plan, 5
Note 8 referring to textured concrete across Orion Way is
noted on Site Plan Sheet A-1, to be colored concrete pa\ Its cost, along with sawcut and removal of existing paving, and new colored curb and gutter both sides designated as Item 11 on Bid Form Proposal.
A-1.
2. Sheet P-1, Plumbing Site Plan
Design Note 1 clarifies scope of work between the plun subcontractor and the fire sprinkler subcontractor. The sprinkler contract and work shown in the plans specifications is within the General Contractor's cont with the City.
For questions on required material and entire protection installation and assemblies as directed by DE
Note 2, contact the fire Prevention Officer at the cit
Carlsbad prior to bidding.
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Fire Prevention Officer
Jim Harris
(619) 931-2123
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GEOTECHNICAL INVESTIGATION
CARLSBAD SAFETY CENTER, PHASE I11
CARLSBAD, CALIFORNIA
e FOR m
THE CITY OF CARLSBAD 2075 LAS PALMAS
CARLSBAD, CA 92008
JOB NO. 7079 FEBRUARY 17, 1987
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2 Tesiing Engineers-San Diego q A Dfv/s/on of Unrted States Testmg Company. Inc
3467 KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9647
2956 Industry Street, Oceanside, California 92054 (61 9) 757-0248
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February 17, 1987
Job No. 7079
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THE CITY OF CARLSBAD
2075 Las Palmas I Carlsbad, CA 92008
Attention: Mr. Pat Entezari
Subject : Geotechnical Investigation Carlsbad Safety Center, Phase I11 Carlsbad, California
Gentlemen:
This report presents results of our soil and foundation
investigation of the subject project. The accompanying report
presents our conclusions and recommendations pertaining to the
site, as well as the results of our field exploration and
laboratory tests.
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I In general, we found the site to be suitable for the proposed
development provided the recommendations contained in the body
of this report are followed. Based upon our field investigatio
and conversations with Mr. Don Iler of Danielson Design Group,
Project Architect, previously placed undocumented fill at the 1 site will require removal.
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Carlsbad Safety Center, Phase I11 February 17, 1987 Carlsbad, California Job No. 7079
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We have appreciated the opportunity to be of service to you on
this interesting project and look forward to a continued
association on this and future projects. Please call if you
have any questions. t
Respectfully submitted, TESTING ENGINEERS-SAN DIEGO
&!qyj-bd&/d+ ./v /A
Vincent J. Patula St phen M. Poole, RCE 40219 Project Geologist Geotechnical Department Manager
SMP/VJP/eh
Addressee (4)
cc: Don Iler
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1 Danielson Design Group (2)
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TABLE OF CONTENTS I
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Page
INTRODUCTION ............................................ 1
PROJECT DESCRIPTION .............................. 1
PROJECT SCOPE .................................... 2
REPORT FORMAT .................................... 4
FIELD EXPLORATION ....................................... 5
GEOTECHNICAL CONDITIONS ................................. 6
FILL SOILS ....................................... 6 LADD FORMATION .................................... 7
GRANITE ROCKS .................................... 7
FAULTING ......................................... 7
GEOLOGIC HAZARDS ................................. 8
LABORATORY TESTING ...................................... 10
CLASSIFICATION ................................... 10
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MOISTURE/DENSITY ................................. 10 SHEAR TESTS ...................................... 11
EXPANSION POTENTIAL .............................. 11
CONCLUSIONS ............................................. 13 0 RECOMMENDATIONS ......................................... 15
GENERAL .......................................... 15 SLOPES ........................................... 18
FOUNDATION DESIGN AND CONSTRUCTION ...................... 19
FOOTINGS ......................................... 19
ALLGWABLE BEARING CAPACITY ....................... 21
PAVEMENT SECTION RECOMMENDATIONS ................. 22 RETAINING WALLS .................................. 23 DRAINS ........................................... 25
REVIEW ........................................... 25
INVESTIGATION LIMITATIONS ............................... 26
ENCLOSURES:
Site Location Map Figure 1
Location of Surface Rock Piles Figure 2
Boring and Test Pit Location Map Figure 3 Generalized Subsurface Profiles Figure 4 Figure 5 Recommendation for Filing on Sloping Ground Boring Logs Plates 1 thru 4
Test Pit Logs Plates 5 thru 8
Symbols and Terms Used
Unified Soil Classification Plate 10 1. Shear Test Results Plate 11
on Boring Logs Plate 9
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Carlsbad Safety Center, Phase I11 Page No. 1 Carlsbad, California February 17, 1987
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Job No. 7079
INTRODUCTION
I PROJECT DESCRIPTION
This report presents the results of our geotechnical
investigation at the site of the proposed development. The sit<
is located on the vacant lot in the southeast corner of the
Carlsbad Safety Center, see Figure 1, Site Location Map. m
0 The lot is convex and adjacent to the canyon that drains to the
southwest. Its surface is sparsely covered with shrubs and
grass. It is situated roughly between several large piles of
boulders as illustrated on Figure 2, Location of Surface Rock
Piles.
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It is our understanding that the site is to be developed by
grading and constructing a one-story, slab-on grade building
with an adjacent garage for fire and ambulance equipment. It i:
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Tes tin g Engineers -Sun
SITE LOCATION MAP
7079 I Do'e: 2/87 I F Job NO :
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:ON_TWLED. FILL I ROCKS BURIED 0.
1. ROCK PILES
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Carlsbad Safety Center, Phase 111 Page No. 2 Carlsbad, California February 17, 1987
I I. Job No. 7079
I estimated that the fire ladder truck will be on the order of
62,000 pounds. In addition, in the southeast corner, a separate
hose tower, 15 feet by 15 feet and 35 feet high will be I
II constructed.
I To assist in the preparation of this report, we were provided
with two previously prepared geotechnical investigations by
Geocon, Incorporated entitled: "Updated Geotechnical
Investigation for City of Carlsbad Safety Center", dated
September 12, 1984, and "Final Report of Testing and Observatior
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' @ Services During Mass Grading Operations for Carlsbad Safety
Center", dated June 17, 1985.
I PROJECT SCOPE
I This investigation consisted of : surface reconnaissance,
subsurface explorations, obtaining representative disturbed and
undisturbed samples, laboratory testing, analysis of field and
laboratory data, review of the previously mentioned reports, anc
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Carlsbad Safety Center, Phase 111 Page No. 3
Carlsbad, California February 17, 1987
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4. Job No. 7079
preparation of this report. Specifically, the intent of this I study is to:
a) Explore the subsurface conditions to the depths
influenced by the proposed construction.
b) Evaluate, by laboratory tests, the pertinent
engineering properties of the various strata which wil
influence the development, including their bearing
capacities, expansive characteristics, and settlement
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c) Develop soil engineering criteria for site grading.
d) Determine potential construction difficulties and
provide recommendations concerning these problems.
e) Recommend an appropriate foundation system for the
structures and develop soil .engineering design criterj
for the recommended foundation design.
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Carlsbad, California February 17, 1987
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1. Job No. 7079
REPORT FORMAT
This report contains descriptions of the field and laboratory
phases of the study and general site conditions.
recommendations regarding the construction of structural fill
and design of foundations are included herein. Design
information including all field and laboratory data for this
study is included.
Comments and
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Carlsbad Safety Center, Phase 111 Page NO. 5 0 Carlsbad, California February 17, 1987 Job No. 7079
FIELD EXPLORATION
Subsurface conditions were explored by drilling four 8-inch
diameter borings with a Mobile B-61 drilling rig. In addition,
4 test pits were excavated to a depth of 10.0 to 13.2 feet. A
two foot bucket extend-a-hoe was used. Boring and test pit
locations are shown on Figure 3 and were 10 to 30 feet in
depth. Logs of the borings are presented on Plates 1 through 4
and logs of test pits are presented on Plates 5 through 8.
Symbols and terms used on the boring logs are presented on
Plate 9. A staff geologist from our office was present during
the field exploration to log materials encountered and to obtaii
representative samples at selected depths for transportation to
our laboratory. Samples consisted of relatively undisturbed
samples collected in one-inch-high, 2.37-inch-inside-diameter
rings, bag and bulk samples. The ring samples were collected b
driving the sampler 18 inches into the soil by consecutive
thirty-inch drops with a one hundred forty pound hammer. Using
a standard two-inch diameter sampler the number of blows
required to achieve the final twelve inches of penetration is
referred to as the "N-value1I of the Standard Penetration Test
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APPROXI MATE
SITE BOUNDRY
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-NO SCALE
Testing Engineers -Sun 1 -TESTPIT
0 -BORING BORING AND TEST PI
LOCATION MAP
Job NO : 7079 I Dote: 2/87 1 FI
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Job No. 7079 1.
Where very dense material was encountered, the actual
penetration after the initial six-inch "seatingvt is recorded fox
a total of 50 blows. The blows required for the first six-inch
penetration of the sampler are generally not considered
representative of in-situ densities due to the presence of loose
material or cuttings from the drilling operation. Failure to
achieve the initial six-inch penetration after 50 blows by the
hammer is referred to as refusal and is presented on the boring
log as Irrefvl.
GEOTECHNICAL CONDITIONS
The subject site lies in the Peninsular Range geomorphic
province and is underlain by two formational materials
consisting of Cretaceous Age Granite and marine sedimentary
rocks. Overlying the formational material are varying depths oj
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1 fill material.
FILL SOILS - The fill soil encountered was a mixture of silty tc
clayey sands. A dark (chocolate) brown clay was encountered in
nearly every boring and varied in thickness - being thicker in
the southeast corner of the site. 1
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Carlsbad Safety Center, Phase 111 Page No. 7 Carlsbad, California February 17, 1987
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Job No. 7079 I.
LADD FORMATION - The formational conglomerate of the Cretaceous
Age Ladd Formation was encountered in the southeastern area of
the site.
of the Point Loma Formation. The materials encountered were
very dense.
The Ladd Formation is considered a lateral equivalen I
GRANITE ROCKS - Granite Rock in various weathered stages
underlies the entire site and is very dense in condition.
soil generated from this formation was generally a yellow-brown
silty sand and is considered to have a very low expansion
The I
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FAULTING
A review of available geologic maps revealed the subject site t
be within a 24 mile radius of the Elsinore fault zone to the
northwest and within a 7 mile radius of the Rose Canyon fault
zone to the southeast.
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Carlsbad Safety Center, Phase 111 Page No. 8
Carlsbad, California February 17, 1987
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Job No. 7079 I*
GEOLOGIC HAZARDS
The site is located in an area which is relatively free of
potential geologic hazards. The most like-ly geologic hazard to
affect the site is ground shaking as a result of movement along
one of the fault zones mentioned below. Listed on Table 1 are
the active faults which may significantly affect the site.
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TABLE 1 i. SEISMICITY FOR MAJOR FAULTS
Dist. Maximum Credible From Probable Bedrock Activity
Fault Site Earthquake Acceleration Rating
Rose Canyon 7 mi. 7.0 0.43g Active
Elsinore
Fault 24 mi. 7.5 0.23g Active
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Carlsbad Safety Center, Phase 111 Page No. 9 Carlsbad, California February 17, 1987
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Job No. 7079 I.
After investigating the possible earthquake accelerations of the
site for its intended use, both faults could significantly
affect the site.
requirements of the government agencies, building codes and
standard practices of the Association of Structural Engineers oi
California.
Design of structures should comply with the I
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Carlsbad Safety Center, Phase 111 Page No. 10 Carlsbad, California February 17, 1987
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Job No. 7079 I.
LABORATORY TESTING
CLASSIFICATION
Soils were visually classified according to the Unified Soil
Classification System as presented on Plate 10.
testing program was designed to review classifications made in
the field.
included grain size analyses and determinations of the
percentages of material passing the No. 200 sieve. Percent
material passing the No. 200 sieve was determined as a routine
part of each sieve analysis and on additional selected samples
as an aid in soil classification.
No. 200 sieve is presented on the Boring and Test Pit Logs.
Soil classifications are shown on the Boring and Test Pit Logs.
The laboratory
Identification tests performed on the granular soil: I
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Percent material passing the I
I MOISTURE/DENSITY
I Obtained from the borings and test pits, the field moisture
contents and dry unit weights were determined for selected
undisturbed soil samples. When disturbed samples were obtained
only the field moisture contents were determined for these
samples.
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The dry unit weight was determined in pounds per cubic foot, an
the field moisture content was determined as a percentage of th
dry weight. Results of these tests are shown on the attached
Boring and Test Pit Logs.
SHEAR TESTS
Shear tests were performed on undisturbed samples of
representative site soil. Samples were tested utilizing direct
shear machine of the strain control type. The rate of deformat
was approximately 0.05 inches per minute. Each sample was shea
under varying confining loads to determine the Coulomb Shear
parameters: angle of internal friction and cohesion. Shear te
results are presented on Plate 11.
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EXPANSION POTENTIAL
Expansion indices were determined according to U.B.C. Standard
29-2 of the California State Building Code. This test does not
reproduce field conditions, but is an attempt to control variak
that affect expansion and index their performance. The results
are presented in Table 11. I
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Carlsbad, California February 17, 1987
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TABLE I1
EXPANSION POTENTIAL RESULTS
Depth,
Location Feet Description Potential
TP-1 0-1.0 brown-yellow, low bordering
TP-2 0-5.0 yellow-brown, low bordering
clayey sand on medium
silty sand on medium
B-3 0-5.0 dark brown, medium
clay
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Carlsbad Safety Center, Phase 111 Page No. 13 Carlsbad, California February 17, 1987 1. Job No. 7079
CONCLUSIONS
Based on our field investigation, laboratory testing, engineerii
analyse$, and our review of previously completed reports, it is
our opinion that the subject site is suited for the proposed
construction of the new fire station from a geotechnical
engineering viewpoint.
following section should be incorporated'into the design, gradii
and construction considerations.
1 The recommendations presented in the
1. Site materials consist of silty sands and
clayey sands in a medium-dense to very dense
condition, and clays in a soft to hard
condition. We believe that the SPT's were
unduly influenced by the random placement of
rock fragments in the soil possibly accounting
for the higher blow counts.
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Job No. 7079 I.
2. Based on the available reports, conversations
with city personnel, and field and laboratory
observations, there is undocumented fill on
the order of 5 to 14 feet on the site. During
the removal phase of this site, a geotechnical
engineer should observe the removal of this
fill down to competant formational material,
see Figures 4 for cross sections that indicate
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boundaries. Figure 3 shows plan view of
cross/sections shown in Figure 4.
3. The site material has a low to medium
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4. Groundwater is not expected to be a factor in I
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1. Data concerning subsurface cor
have been obtained at Boring e
Pit locations only, Actual c( at locations between points m.
from profiles shown.
It. 2. Scale and Boring and Test Pit are approximate.
See Figure 3 for sectlon loca
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3.
328 FORMATIONAL
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SECTION A-A’
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3\ 6 f/EXISTfE)G GRburfL)
3+i sr
8 w- 34r F: ’ 938 FILL * > 9% W -I 334 W
FORMATIONAL
SECTION B-By
SCALE 1” = 40 FEET
Testing Engineers-Sun I
GENERALIZED SUBSURFA(
PROFILES
7079 I Dote: 2/87 I FliC Job NO :
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RECOMMENDATIONS
GENERAL
1. Prior to the start of any earthwork operations, all
debris and undocumented fill should be removed. The
undocumented fill ranges from 5 to 14 feet and covers i
upper slopes of the site. The resulting excavations
should be viewed by a qualified Geotechnical Engineer '
evaluate whether all deleterious material has been
removed.
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2. Loose fill soils should be removed to dense formationa.
material, prior to the start of any filling operations
The exposed surface should be scarified to a depth of .
inches, brought to between 3 to 5 percent over optimum
moisture, and mechanically compacted to a minimum dry
density of 90 percent of the laboratory standard ASTM
D-1557. Due to the large wheel loads, the upper 3 fee.
should be compacted to a minimum of 95 percent of the
laboratory standard ASTM D-1557.
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3. Fill materials excavated or removed from any cut area m
be reused in the fill areas. However, selective gradin
techniques are recommended to prevent expansive and
oversized material (greater than 12 inch diameter) from
entering the structural fill. To improve subgrade for
pavement sections, the upper 3 feet should be a granula
and non-expansive material. If any import fill is
required to complete the rough grading, please contact
our office so that we may examine the import for
expansive and pavement design properties. It is
recommended that granular and nonexpansive import
materials be used with a "R"-value of at least 50.
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of approximately 8 inches loose thickness, depending up
equipment type and approval of the field soil technicia
brought to appropriate optimum moisture content, and
mechanically compacted to 90 or 95 percent of the
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Carlsbad, California February 17, 1987
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5. Below grade walls or other structures that will be
backfilled, should be braced during backfilling
operations to prevent excessive movement or deflection.
Backfilling within three feet of below grade walls shou
be performed with hand operated equipment.
I 6. A sheeps-foot type compactor is normally effective on
clayey material. If granular material is used for the
structural fill, a vibratory roller is normally effecti
and is recommended.
7. A qualified soils technician under the supervision of a
geotechnical engineer should be present for all fill OL
backfilling placement operations. The soils technician
should evaluate all materials to be placed, and should
perform in-place density tests at appropriate intervals
to evaluate the compactive effort relative to 90 or 95
percent of the maximum dry density as determined by AS?
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D-1557.
8. During construction of fill slopes, the front of the I slope should be compacted (rolied) with a sheeps foot
roller for every four vertical feet.
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9. A second option is to over build the slope, compact it
every four feet, and cut back to grade into the hard cc
of the slope.
SLOPES
In regards to permanent excavations of the soils found at the
subject site, temporary cut slopes should be no steeper than 2 1
1 (horizontal to vertical) and should not exceed a maximum heigl
of 20 feet. For slopes higher than 20 feet, benches must be
placed on 20 foot intervals or less.
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When the slope of the natural ground receiving fill exceeds 2
horizontal to 1 vertical, the original ground should be benched
shown on Figure 5. Benches are to be cut into firm competent
soil. The lowest bench should be cut at least 10 feet wide and
two feet deep into competent material.
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COMPACTED FILL EXISTING GROUND SURFACE
ZONE OF LOOSE
SURFACE SOIL
TOE HEY, 2FK. MlN.
INTO FIRM GROUND
- HORIZONTAL BENCHES INTO
FIRM GROUND. MINIMUM
2FT. WIDER THAN EQUIPMENT !+
~OE KEY W~DTH TO BE
DETERMINED BY SOIL ENGINEER
BUT NUT LESS THAN 10 FT. ._
Testing Engineers-Sun
RECOMMENDATION
FOR FILLING
ON SLOPING GROUl
FIG
. NOSCALE
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Carlsbad, California February 17, 1987 Job No. 7079 1.
FOUNDATION DESIGN AND CONSTRUCTION I
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FOOTINGS
1. Exterior footings should be founded a minimum depth of
inches below the lowest adjacent grade. Interior
footings may be founded at a depth of 12 inches below t
lowest adjacent ground surface. All footings should ha
a minimum of two No. 4 reinforcing bars placed at the t
and bottom of the footing, or as specified by the
structural engineer. Footing width should be a minimum
of 15 inches or as advised by the structural engineer.
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either on in-situ soil or on structural fill to minimiz
possible differential settlement. 1
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Carlsbad Safety Center, Phase 111 Page No. 20
Carlsbad, California February 17, 1987
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3. Concrete slabs should be underlain with four inches of
clean sand or crushed rock. In addition, a vapor barri
consisting of a minimum of six mil polyvinyl chloride
membrane, with all laps sealed, should be provided in
areas that may be adversely affected by moisture. One
inch of sand should be placed over the membrane to aid
the uniform curing of the concrete.
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4. Concrete slabs should be reinforced with at least six i
inch by six inch, No. 10 by No. 10 welded wire mesh, 01
as advised by a structural engineer. All slab
reinforcement should be supported to ensure proper
positioning in the upper third of the slab during
placement of concrete.
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5. Concrete slabs should be scored, or fitted with expansi
and construction joints at appropriate intervals. I
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Carlsbad Safety Center, Phase 111 Page No. 21
Carlsbad, California February 17, 1987
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Job No. 7079 I.
6. Following placement of any concrete floors, sufficient
drying time must be allowed prior to placement of flooi
coverings. Premature placement of floor coverings may
result in degradation of adhesive materials and loosen:
of the finish floor materials.
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7. The moisture content of subgrade soils should be greatc
than optimum moisture to a depth of 18 inches when I slabs-on-grade are constructed.
4. ALLOWABLE BEARING CAPACITY
1 An allowable bearing capacity of 3,000 pounds per square foot i:
recommended for the structural fill. The allowable bearing
capacity assumes uniform loading conditions and is the maximum
long term contact pressure and may be increased by 1/3 for
earthquakes or other temporary loading.
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Carlsbad Safety Center, Phase 111 Page No. 22
Carlsbad, California February 17, 1987
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Job No. 7079 I.
PAVEMENT SECTION RECOMMENDATIONS
Selective grading is recommended on this site because of the
large wheel loads and the presence of some' expansive material.
It is further suggested that the granular materials used in the
upper 3 feet be of a "R"-Value of greater than 50. In Table I11
there are two pavement sections, one having a ttR1f-Value of 50
and the other 15. Constructing a pavement section over a
subgrade that has a "R"-Value of 15, greatly increases the
pavement section thickness. Samples should be taken for
"Rft-Value testing upon completion of the grading operation.
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TABLE I11 1 SAMPLE PAVEMENT SECTIONS
Traffic Asphlat ic Total
Index Concrete, Class I1 Thickness, f'R'f-Value ( T. I. 1 Inches Base, Inches Inches
15 7.0 4.5 12.0 16.5
50 7.0 3.0 8.0 11.0
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Carlsbad Safety Center, Phase I11 Page No. 23
Carlsbad, California February 17, 1987
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RETAINING WALLS
If retaining walls are used and provided that the walls are free
to move away from the backfill slightly, the lateral soil
pressure exerted on the walls may be considered to be the
"active1' earth pressure. Most unrestrained walls can move
sufficiently to permit development of "active" earth pressures.
The planned walls with level backfills, may be designed for an
'1active11 earth pressure using an equivalent fluid unit weight of
40 pounds per cubic foot.
horizontal to 1 vertical is used, the equivalent fluid unit
weight should be increased to 55 pounds per cubic foot.
that do not permit movement and are non-yielding, such as
basement walls, should be designed for equivalent fluid unit
weights 25 percent greater than the above noted values.
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If sloping backfill up to 2 * I Walls
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Carlsbad Safety Center, Phase 111 Page No. 24 Carlsbad, California February 17, 1987
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Job No. 7079 I*
Lateral resistance to sliding may be developed using passive
soil pressure approximated with an equivalent fluid unit weight
of 250 pounds per cubic foot. In addition, frictional
resistance may be estimated between soil and concrete using a
coefficient of friction of 0.40. Drainage behind all walls
should be sufficient to ensure that no free moisture accumulates
against the wall. A 12-inch width of granular backfill in
conjunction with a system of perforated drain pipe should be
detailed and constructed for this purpose.
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Carlsbad Safety Center, Phase 111 Page No. 25 Carlsbad, California February 17, 1987
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I. Job No. 7079
DRAINS
Positive drainage away from the purposed structures should be
maintained for at least ten feet. Steps should be taken to
avoid ponding near the footing for the same distance. Roof
gutters and down-spouts should be used to avoid ponding of watei
near the foundation line. Placement of planters and extensive
landscaping is not recommended within ten feet of the footings.
Drainage requirements should be in keeping with Unified Buildin<
Code and any local regulations.
1. REVIEW
The final foundation and grading plans should be reviewed by
this office to minimize any misunderstandings between the plans
and recommendations presented herein. In addition, foundation
excavations and earthwork performed on-site should be evaluated
by a qualified Engineering Geologists or Geotechnical Engineer.
If conditions are found to vary substantially from those stated
herein, appropriate recommendations should be requested.
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Carlsbad Safety Center, Phase 111 Page No. 26
Carlsbad, California February 17, 1987
Job No. 7079 I.
INVESTIGATION LIMITATIONS
The materials encountered on the project site and utilized in
our laboratory investigation are believed representative of the
total area; however, soil and bedrock materials vary in
characteristics between excavations and natural outcrops.
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j Since our investigation is based on the site materials observed,
selective laboratory testing and engineering analyses, the
conclusions and recommendations are professional opinions.
These opinions have been derived in accordance with current
standards of practice and no warranty is expressed nor implied.
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It is recommended that Testing Engineers-San Diego, be retained
to provide continous soil engineering services during the
earthwork operations.
design concepts, specifications and recommendations and to allob
design changes in the event that subsurface conditions differ
from those anticipated prior to the start of construction.
This is to observe compliance with the
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Carlsbad Safety Center, Phase 111 Page No. 27 Carlsbad, California February 17, 1987
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Inspection services allow the testing of a small percentage of
the fill placed at the site. Contractual arrangements with the
grading contractor should contain the provision that he is
responsible for excavating, placing, and dompacting fill in
accordance with the project specifications.
geotechnical engineer during grading should not relieve the
grading contractor of his primary responsibility to perform all
work in accordance with the specifications.
Inspection by the
This office should be advised of any changes in the project
scope of proposed site grading so that it’may be determined if
the recommendations contained herein are appropriate. This
should be verified in writing or modified by a written addendum,
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The findings of this report are valid as of this date.
in the condition of a property can, however, occur with the
passage of time, whether they be due to natural processes or the
work of man on this or adjacent properties.
changes in the state-of-the-art and/or Government Codes may
occur. Due to such changes, the findings of this report may be
invalidated wholly or in part by changes beyond our control.
Changes
In addition,
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Carlsbad Safety Center, Phase I11
Carlsbad, California February 17, 1987
Page No. 28
Job No. 7079
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It is the responsibility of the owners, or their representative
to ensure that the information and recommendations contained
herein are brought to the attention of the engineer and
architect for the project and incorporated into the project's
plans and specifications.
take the necessary measures to ensure that the contractor and
his subcontractors carry out such recommendations during
construction.
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It is further their responsibility tc
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BORING LOG
Project: Safety Center Date: 1/14/87 Boring No: 1
E leva t ion : Type of Rig: B-61 Mobi1e Hole Diameter:
Hammer Weight 8 Fall:140 lbs/36" Ground Water : None Logged By : v.J
8"
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c $- c 3
Y LL. -I \ 5 3"u 55 a 0% l-u 3 G:
5, w I- LI
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0 m ox
nw c3 9 v, FIELD DESCRIPTION m Z& con 2: =E
SC 0-8' SAND, brown, yellow clayey,
(FILL) sandy material. is weathered -2 granite, humid to dry, very - 51 DR 106.8 14
dense -120.2 9
-4 -
- encountered volcanic rock
fragments at 5', blow counts 50/4" rc)
-6 questionable, very dense -
-8 sc 8-13.0' CLAYEY S@3. dark brown. moist
(FILL) to wet, loose
102.3 21
6 DR 104.4 18
- 10 - 11-11% - color change became -
darker (chocolate brown) - 12 - color change black brown
12 - 13 - encountered gravelly -
materia 1
SC 13-30.15' CLAYEY SAND, brown, moist, -
-
(FORMATIONAL) very dense - 14
50/4" ' UK ~:. 13 - 16 -
- 18 -
- 20 - 20-25' - change to orange - 50/4" I]K
brown, humid, very dense
8 - 22 -
- 24 -
- 25-25.4" - color change to 50/2" LJ'Q :
darker brown, humid, very
dense - - 26
- 28 -
106/ 4" BORING TERMINATED AT 30.2%"
PLAT1
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BORING LOG
Project: Safety Center Date: 1/14/87 Boring No: 2
Type of Rig: B-6 Mobile Hole Diameter: 8" E leva t ion :
L
Hammer Weight & Fall:14o 1bs/36" dropGround Water: None Logged By:- VJI
4 E \
0 v, a a& b-L 3 I>- Et 2i s
v)- wc c LL
- c
LL \ w ZII a; J wu 3
aa
-J -
ox m
nw 070 m f v) FIELD DESCRIPTION =tz
00
sc 0-10.0' CLAYEY SAND, brown, humid, -
(FILL) many rock fragments, very dense
-2 - 69 DR 119.1 9.
-4 - 6-6.5' - color change to -
yellow brown, medium dense
- 29 DR 100.1 17, -6
-8 -
33/4" - 104.3 17
105.6 17 -lo SC . 10.0-15.0' CLAYEY SAND, color change
- 12
to light red brown to shady
dense
:FoRMAT1oNAL) dark red brown, humid, very -
- 14 -
REFUSAL AT 15.0' - 16 -
- 18 -
- 20 -
- 22 -
- 24 -
- 26 -
- 28 -
PLATE
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BORING LOG
Project: Safety Center Da t e : 1 / 1 4 / 8 7 Boring No: 3
Type of Rig: R-61 Wile Hole Diameter: 8" E leva t ion :
Hammer Weight & Fall:14o 1bs/36" dropGround Water: None V.J.P Logged By: -
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C I- E g
e J \ w s& 5%
3 I* !E% 2s
I- u- m- w u-
J p. n$ I-W m
0 aa z"g I 63
J FIELD DESCRIPTION m mo nw F 00 m
CL 0-11.0' CLAY, brown clay, slightly -
(FILL) sandy, moist, dense, very stiff -2 - 27 DR 104.9 20.
A
- at 6-6.5 - increase in sand
content last 2" of sample
-4 -
-6 - 6.5' -11.0' - color change to - 25 DR
dark brown to black clay,
-8 -
-
116.8 7. 62 DR
11.0'-15.0' CLAYEY SAND, dark red brown,
12 SC (FORMATIONAL) black, moist, sand appears -
- 14 - to be weathered granite,
very dense
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I," 50/ 3 15 - 15.0'-20.5' SAND, yellow brown, humid, - l6 sp (FORMATIONAL) very dense
- 18
e
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- 20
~p 20.5'-30.0' GRAVEL, yellow brown, 50/4" -
(FORMATIONAL) 3/4" rock, rounded to - 22 CONGLOMERATE subrounded, humid, very e
dense
- 24 - cemented gravels e
501 DR , - 26 - 5.5'
BORING TERMINATED AT 30'
-28 e
PLATE
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BORING LOG
Project: Safety Center Date: 1-14-87 Boring No: 4
Type of Rig: B-61 Hole Diameter: 8'' E leva t ion :
Hammer Weight 8 Fall: 140 lbs/36" Ground Water: None Logged By. .V.J.P -
0- c E 2
Y -4 \ y 3% g&
3: I>- g&
.
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LL v), w t u.
Q as bw v) 0 m I > FIELD DESCRIPTION 00 v) z8 aa v)n s ox
nw m
=E
CL 0-5.0' CLAY, yellow brown, moist -
(FILL)
-2 -
- 2.0'- 5.0' - color changes - to dark brown -4
- 6 sp 5.0' -15.3' SAND, yellow brown, humid, -
(FORMATIONAL) very dense, weathered
granite
-8 -
-50/4" . DR - - 10
12 -
- 14
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>
BORING TERMINATED~T-15. F '50/4" -El? - 16 -
- 18 -
- 20 -
- 22 -
- 24 -
- 26 -
- 28 -
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Test Pit No:- Safety Center Project No: 71)79 Project Name:
Ground Elevation: Date Excavated: 1/19/87 Ground Water:
PENETROMETER LAB SCALE : 1 in. : 5 ft.
(tsf 1 wc O/O
1 0-1.0' sc
(Fill)
(Fill)
2 1.0'-3.0 CL
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3 3.0-9.0' SC I (Fill)
4 8.0'-10.0' sc (Fill)
*- - *- 5 1O.O'-12.3' SM
FOWAT IONAL 14 -
20.6
14.5
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'UNIT DESCRIPTION
1 CLAYEY SAND - yellow-brown
2 CLAY - dark (chocolate) brown
3 CLAYEY SAND - yellow brown
4 CLAYEY SAND - black brown, strong organic odor,
very moist, visible gross, horizon at 9.0'
5 SILTY SANn - yellow brown, humid, formational
- cobbles and rock fragments
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TEST PIT LOG
Project No: 7079 Project Name: -r
Ground Elevation:
Test Pit No:-
1/15/87 Ground Water: - Nom
SCALE: 1 in. = 5 ft. PENETROMETER LAB
Date Excavated : ------
(tsf 1 wc O/O
F 0 --
1. 0'-10.0', Sf1
I 21.4
* \* r i-
2- 'A. **hi
d- l- W .. .. . . 9 --. , .- ' **!mw 2 4- ..'I '
z -
E"--* . i. - 4p.H- I *
Lk - AT .- $4 *
n W
n 8-
lo-- - ---
12 -
14 -
2. 10'-13.2', S(
7.0 g.- /A -t - ;7c /.
UNIT DESCRIPTION
1 SILTY SAND - yellow brown, moist, grading stake found at 6'
2 CLAYEY SAXD - brown, humid
- excavation progress halted by large rock
fragments
- Terminated at 13.2'
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TEST PIT LOG
Test Pit No:-
Date Excavated: - Ground Water: _~nn~
Safety Center Project Name: ' Project No: 7079
Ground Elevation: I
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SCALE: 1 in. = 5 ft. PENETROMETER LAB
(tsfl WC O/O
1. O~--lO', sc (Fill
2. ?.1)'-1.7', CI,
(Fill)
3. 1.7'-6.6', SC (Fill)
6.6'-10.2', SM . --x , ( FOFWT I ONAL )
12 -
14 -
' UNIT DESCRIPTION
1 CLAYEY SAND - brown, humid
2 CLAY - chocolate brown, moist
3 CLAYEY SAKD - yellow brown, moist at 4.3 color change to
4 SILTY SAND - yellow brown, weathered granite, formational
black brown and increased in organic odor
PLA
SCALE: 1 in. : 5 11. PENETROMETER
(fsf 1
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1 0-2.8' sc
(Fill)
2 2.8'-7.0' CL
(Fill)
t 3 7-0-13.6' SC
(Fill)
FOWAT IONAL
. b)
, . : -&,( *, . -'I
14 -
LAB
wc Yo
16.9
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UNIT DESCRIPTION
1 CLAYEY SAED - brown
2 CLAY - dark (chocolate) brown, slightly sandy, encountered at 4'
3 SILTY SAND - yellow brown, moist
last 2" formational material
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SYMBOLS AND TERMS USED ON BORING LOGS w w dShown SAMPLER in SBE TYPES column)m ~ ~
DRIVEN RING DRIVEN BULK SHELBY ROCK SPLIT N( SAMPLE BAG SAMPLE SAMPLE TUBE CORE SPOON R ECO DISTURBED
TERMS DESCRl BlNG CONSISTENCY OR CONDITION
COARSE GRAINED SOILS (mojor portion retoined on No. 200 sieve): Includes (1 1 clean grovels and sond
(2) silty or clayey grovels ond sonds. Condition in the following table is bosed on our interpretotion of blow
using o hammer os noted on the boring log.
SPT VALUES,N
blows per 12 in.
(After Terzaghi 8 Peck, 1968)
DESCRIPTIVE TERM
Very loose 0 to 4
Loose 4 to 10
Medium-dense 10 to 30
Dense X) to 50
Very dense > 50
FINE GRAINED SOILS (mojor portion passing No. 200 sieve): Includes (1) inorgonic and organic silts on
(2) grovelly, sandy, or silty cloys, and (3) cloyey silts. Consistency is roted according to sheoring strengtl
indicoted by penetrometer reodings or by unconfined compression tests.
UNDRAl NED
KIPS/ SO FT
DESCRIPTIVE TERM SHEAR STRENGTH
Very soft less than 0.25
Soft 0.25 to 0.50
Firm 0.50 to 1.00
Stiff 1.00 to 2.00
Very stiff 2.00 to 4.00
Hord 4.00 ond higher
NOTE: Fissured cloys may hove lower unconfined compressive sfrengths than shown above, becouse
planes of weakness or crocks in the soil. The consistency ratings of such soils ore bosed on penetrometer
readings.
TERMS CHARACTERIZING SOIL STRUCTURE
Fissured
Inter bedded
Colc o r eous - containing 12 to 50 percent colcium corbonote
Cor bonote - contoining more than 50 percent colcium corbonote
Well graded - hoving wide range in groin sizes and substontiol omounts of 011 intermediate porticlt
Poorly graded - predominately of one groin size, or hoving o range of sizes with some intermedio
size missing
- contoining shrinkoge crock, frequently filled with fine sond or silt, usually more or less vel - composed of olternote layers of different soil types
-
Terms used in this report for describing soils according to their texture or groin size distribution ore in OCC~
with the UNlFlED SOlL CLASSlFlCATlON SYSTEM, os described in Technic01 Memorondum No.3-357 Wofenroys 1
PLAT
I t Testing Engineers-Sun Diego
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GRoUP TYPICAL NAMES
Well-groded grovels, GW grovel-sand mixtures, I. little or no fines
I little or no fines
clays, silty clays, I I
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Well-groded sonds,
Poorly groded sonds,
Silty sonds, sand-silt
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SHEAR TEST RESULTS
@= 14'
'c = 150° psf
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w2 E
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(3 z
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I I I I II I I1 I1 I I II II II !I I II I I I II I I I I II I I I I I
t I Ill IIIII I II I1 IIIII II I II I1 Ill I II I I Ill
1 2 3 4
NORMAL PRESSURE (ksf)
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Red-brown clayey sand SOIL DESCRIPTION :
11-11.5' DE PT H: 3 BORING NO: 7079 JOB NO:
PLATE
WRITE IT- DON'T SAY IT'
I. il)
Dm $?& -_1
L?Q
To Le %ir$&&d @Reply Wanted
From Karen Kundtz, Assistant City Clerk RNO Reply Necessary
-&a +r- J Re: Bond Release - h.' -+.32747
Our records indicate that the
above-referenced subdivision/projecr is elfgible for release.
your written authorization/approval for release. Please let me know
the status, and if release is 0.k.
2 J-2&5*. , bond for the
We need
G&k.A5- & (% a-.%&W- - *Y.' Tlianks, Y-
A GNER FORM NO. 55-032 PlIlNT 1
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A
RELEASE APPROVED BY:
Inspector Date
RELEASE AUTHORIZED BY: RELEASE APPROVED BY:
Date RICHARD E. COOK Senior Inspector principal Inspector
WRITE IT- DON’T SAY IT*.,!
I!
i_ig ‘0
0:Ie ,@4 .- - -
lo h&& d-ex%4&&2u BRepIy Wanted
Froii, Karen Kuridtz, Assistant: City Clerk UNO Reply Necessary
Re: Uoiid Release - j@i.&Je-32& -IG?&J& z%J--= ppd
Our records indicate that the
above-referenced subdivision/project is el4gible for release.
your writteri aut~iorization/approval for release. Please let nie know
the status, and if release is 0.k.
2 &-7* m&+&&./- bond for the
We need
d%LL-
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Date ,8/... -
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To &- L.4; mReply Wanted
From Karen Kundtz, Assistant City Clerk ON0 Reply Necessary
d
Re: Bond Release - j@+&+32$47 -Q+gz&&-/ *r-
Our records indicate that the
above-referenced subdivisionlproject is el4gible for release.
your written authorizationlapproval for release. Please let me know
the status, and if release is 0.k.
&?&-TA &hu bond for the
IVY
We need
Thanks, lo %- d%L-
&. (qa-%g+- d Y-
PRINTLC AIGNER FORM NO 55432
WITE IT- DON'T SAY @
__ Date a//
119 Reply Wanted To
From Karen Kundtz, Deputy City Clerk UNO Reply Necessary
fl + Re: Bond Release - &'&Joy(l- &'%~~
Our records indicate that the
above-referenced subdivision/project is eligible for release.
your written authorization/approval for release.
the status, and if release is 0.k.
bond for the I
We need
Please let me know
Thanks,
\
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-- an AIGNER FORM NO 55032
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Date &// _-
/ To i/h,-.v&;& @Reply Wanted
From Karen Kundtz, Deputy City Clerk UNO Reply Necessary
Re: Bond Release - &'&Jo42 + &s%dr
fl
Our records indicate that the bond for the
above-referenced subdivision/project is eligible for release. We need
your written authorization/approval for release. Please let me know
the status, and if release is 0.k.
I
Thanks,
I
PRlN
Y-
AIGNER FORM NO 55-032
I
0 0
1200 ELM AVENUE TELEF
CARLSBAD, CALIFORNIA 92008 (619) 4:
Office of the City Clerk
Mitg #f Marlsbab
October 18, 1989
Kilgallon Construction Co, Inc.
6210 Marindustry Dr.
San Diego, CA 92121
Re:
The Notice of Completion for the above-referenced project has
recorded. Therefore, we are hereby releasing 75% of the Performance
Bond. Please consider this letter as your notification that
$1,198,446 of Insurance Co. of the West Performance Bond No.
045824 is hereby released. We are required to retain the remaining
25% for a period of one year. At that time, of no claims have been
filed, it will be released.
The Labor & Materials Bond in'the amount of $798,964.00 will be
eligible for release six months from the date of recordation of the
Notice of Completion, on February 8, 1990. A copy of the recorded
Notice of Completion is enclosed for your records.
Fire Station #5 Construction - Project W3242
$& eputy y C erk
Enc .
Recording requested by:
CITY OF CARLSBAD
When recorded mail to:
City Clerk
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008 Space above for Recorder's use
r)
i ,
t e 0
1200 ELM AVENUE TELEP
CARLSBAD, CALIFORNIA 92008 (619) 43,
Office of the City Clerk MitQ df Marlabah
August 4, 1989
Vera L. Lyle
County Recorder
P.O. Box 1750
San Diego, CA 92112
Enclosed for recordation are the following described documents:
Notice of Completion - CT 72-03/PD-322
Ayres Construction, Contractor
Public Improvements - 5566 Paseo Del Norte
Notice of Completion - Fire Station f5
Kilgallon Construction Co., Contractor
2540 Orion Way, Carlsbad
Our staff has determined that the recordation of these documents is
of benefit to the City; therefore, it is requested that the fees
be waived.
Thank you for your assistance in this matter.
*% puty City Clerk
Encs .
Recording requested by:
CITY OF CARLSBAD
When recorded mail to:
City Clerk
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008 Space above for Recorder's use
To: at which time
COVERAGE
NOT AUTO -
COVERED COVERED LIABILITY m Owned M Hired 0 LIMIT(S)
INCLUDE(S) BOTH PRIMARY 0
AND EXCESS
applicable) (if excess $5J 0 Non-Owned Employer's Non-Ownership
Single Limit Liability for Coverages checked N above
0 Contingent Liability
GENERAL LIABILITY
M&C-OLT
Contractual * Owners & Contractors
Elevators
Completed Operations
0 Products and/or
M 4
Single Limit Liability for Coverages checked N above
I3 Cargo 0
this certificate becomes void H or continuous until cancelled
COMBINED LIMITS OF LIABILITY
Bodily Injury $ ,000 each persc
$ ,000 each occui
,000 each occui PropertyDamage '
$l,@GO ,000 each occur
Bodily Injury $ ,000 each pen
,000 ,ooo annual each occu aggr
Property Damage $ ,000 each occu
$
$ products * I
,ooo annual aggr $ products * I
$1,030 ,000 ,ooo each annual occu aggi
$ ,000 each vehil
,000 each occu $
products * I $l,OOC
0 ::;bed 0 D=wp
- YEAR, MAKE, TYPE OF BODY, LOAD CAPACITY
AUTO-
IDENTIFICATION NSUMBER
Umbrella Liability
POLICY NUMBER
$ , 000 retained
$ each occui
$ aggregate
FARMERS INSURANCE GROUP
The following are inter-insurance exchanges sometimes referred to in the policy,
when issued by either of them, as the Company
1 Farmers Insurance Exchange 2 ?ruck Insurance Exchar
Los Angeles, Californic Los Angeles, California
The following is a stock company referred to in the policy, when issued by it, as the
Company
3 Mid-Century insurance Company
Los Angeles, California
EXCESS INSURANCE
A - Mid-Century Insurance Company
Los Angeles, California
B - Lloyds, London and/or Companies in England
c/o Walker & Co
Los Angeles, California
C - Lloyds, London and/or Companies in England
c/o Excess Underwriters
Chicago, I I I inois
D - Other
(I) 0
COVERAGE
NOT AUTO
COVERED LIABILITY COVERED
0 Q Owned Q Hired 0 Non-Owned Q Employer's Non-Ownership Q Contingent Liability
Single Limit Liability for Coverages checked w above
0
GENERAL LIABILITY
M&C - OLT
Owners & Contractors
Elevators
Completed Operations
17 Products and/or
Contractual * i El
Single Limit Liability for Coverages checked m above
0 a CARGO
WORKERS 0 0 COMPENSATION * Includes Goods or Products Warranty, Written
COMBINED LIMITS OF LIABILITY
Bodily Injury $ ,000 each person
$ ,000 each occurrenc
Property Damage $ ,000 each occurrent
$ 1 ; nnn ,000 each occurrenc
$ ,000 each person *
$ ,000 each occurrenc
$
Property Damage $ ,000 each occurrenc
$
Bodily Injury
,ooo onnuol oggregc
products * * *
annual oggregc ,Oo0 products * * *
$ 1- ; nnn ,000 each occurreni annual oggrego s1.C)OQ ,000 products ++
$ ,000 each vehicle
$ ,000 each occurrenc
Statutory
Lease of Premises, Easement Agreement, Municipal Ord
OWNED
MOBILES,
IF
COVERED
YEAR, MAKE, TYPE OF BODY, LOAD CAPACITY
AUTO-
IDENTIFICATION NUMBER
Um brella Liabi I i ty
POLICY NUMBER
$ ,000 retained limit
$ each occurrer
$ aggregate