HomeMy WebLinkAboutJohnson Construction; 1994-10-25; U/M 94-90
CITY OF CARLSBAD
San Diego County
Cdif'ornia
CONTRACT DOCUMENTS AND SPECIAL PROVISIONS
FOR
CARLSBAD CITY LIBRARY ADA MODIFICATIONS a
CONTRACT NO. U/M 94-9
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CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS AND SPECIAL PROVISIONS
FOR
CARLSBAD CITY LIBRARY ADA MODIFICATIONS
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CONTRACT NO. U/M 94-9
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TABLE OF CONTENTS
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NOTICE INVITING BIDS ...............................................
CONTRACTOR’S PROPOSAL
BIDDER’S BOND TO ACCOMPANY PROPOSAL ..............................
DESIGNATION OF SUBCONTRACTORS ...................................
BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY .......................
BIDDER’S STATEMENT OF TECHNICAL ABIUN AND EXPERIENCE ...............
BY BIDDER AND SUBMITTED WITH BID ...................................
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NON-COLLUSION AFFIDAVIT TO BE EXECUTED
CONTRACT - PUBUC WORKS. .........................................
LABOR AND MATERIALS BOND ........................................
PERFORMANCEBOND ................................................
REPRESENTATION AND CERTl FICATION ..................................
ESCROW AGREEMENT FOR SURETY DEPOSITS IN LIEU OF RETENTION. ......................................
RELEASEFORM .....................................................
SPECIAL PROVISIONS
I.
II. CONTRACT SPECIFICATIONS
SUPPLEMENTARY GENERAL PROVISIONS TO STANDARD SPECIFICATIONS
. FOR PUBLIC WORKS CONSTRUCTION ...............................
INDEX TO SPECIFICATIONS .......................................
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ADDENDUM NO. 1
BID/PROJECT NO.U/M 94-9-CAEUSBAD CITY LIBRAR'II--ADA MODIFICATIONS
Please include the attached addendum in the Notice to Bidder/Request for Bids you ha
for the above project.
This addendum--receipt acknowledged--must be attached to your Proposal Form/Bid wh
your bid is submitted.
-/ 'I -. , . j -_
YCC4 LC \/: 1-I ,) :: LL'L t
RUTH FLETCHER
Purchasing Officer
RF:jlk ' Attachment
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1
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1200 Carlsbad Village Drive Carlsbad, CA 92008-1 989 (61 9) 434-2803 FAX (61 9) 43L
IMC~ raw! muwin iw-cr1llwL3
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August 4,1994
Carlsbad Ci Ubrary: ADA Improvements 0
93524
Subject Revislons to the Contract Agreement
ADDENDUM #I
The IolIowIng revisionsL $ha11 be made to the contract documents:
1.01 Project Manual Page 01030 - 1. Revtse ahernate No. 2 as follows: Remove existi sheet vinyl floor and replace with thinset ceramic tile, Provide ceramic tire wainsc
In lieu of rnarlite in men's and women's administration restrooms.
Provide level 4' x 4' concrete pad at new Urinking fountain. See attached sketch
SK-1.
Relocate light swkches in administration restrooms to strike Side of doors.
Detail 2/A1 calls out for 118' Stl, plate to be welded to bottom of each stair tread suppon rod. Provide additional support at mid-span of plate by welding ptate to existing stair runner.
Provide support backing for all wall hung water closets.
1.02
1.03
1-04
1.05 e
Attachment: SK-1
C;\WP51\83524 ME
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James Mdjraw. Architect AIA Principal Robert Keenan. Arckitecct, Senior Assoc~a?e 701 8 Street. Kennon W-.JT. Arch ted. AIA Pnncipal San Dtego, c Les Medlin, Archdect. Senior Associate James k ' Archilect, Sentor Assocrate Mike Smith, Architect, Senior Psscuate (61% 231.075
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1 f-6' / 2-6' 1 / / TI-=<
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- NEW 4x4' LEVEL CONC. SLAB 4' THICK WITH 6~$/90-30EWWM '- LIP OF DRINKING FOUNTAIN
1.
ST ENTRY
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fq CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall, 1200 Carl:
Village Drive (formerly Elm Avenue), Carlsbad, California, until 4:OO P.M. on the 18th dl
, 1994, at which time they will be opened and read, for performing the WOI
follows:
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August
Carlsbad City Library - ADA Modifications
CONTRACT NO. U/M 94-9
The work shall be performed in strict conformity with the specifications as approved by the
Council of the City of Carlsbad on file with Community Services Department, Facil
Management Division. The specifications for the work include the Standard Specificatioi
Public Works Construction, (SSPWC), 1991 Edition, and the latest supplement, hereir
designated "SSPWC", as issued by the Southern California Chapter of the American Public v\
Association and as amended by the special provisions sections of this contract. Referen
hereby made to the specifications for full particulars and description of the work.
The City of Carlsbad encourages the participation of minority and women-owned busines
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators
contractors to utilize recycled and recyclable materials when available and where appropr
No bid will be received unless it is made on a proposal form furnished by the Purchz
Department. Each bid must be accompanied by security in a form and amount required by
The bidder's security of the second and third next lowest responsive bidders may be wit1
until the Contract has been fully executed. The security submitted by all other unsucce
bidders shall be returned to them, or deemed void, within ten (10) days after the Contrz
awarded. Pursuant to the provisions of law (Public Contract Code Section 22300), appro!
securities may be substituted for any obligation required by this notice or for any monies wit1
by the City to ensure performance under this Contract. Section 22300 of the Public Cor
Code requires monies or securiities to be deposited with the City or a state or federally chad
bank in California as the escrow agent.
The documents which must be completed, properly executed, and notarized are:
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1. Contractor's Proposal
2. Bidder's Bond
3. Non-Collusion Affidavit
All bids will be compared on the basis of the Architect's Estimate. The estimated quantitie
approximate and serve solely as a basis for the comparison of bids. The Architect's Estimi
$76,000.
No bid shall be accepted from a contractor who is not licensed in accordance with the provi!
of California state law. The contractor shall state their license number, expiration date
classification in the proposal, under penalty of perjury. The following classifications
acceptable for this contract: Class B, in accordance with the provisions of state law. e
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If the Contractor intends to utilize the escrow agreement included in the contract documei
lieu of the usual 10% retention from each payment, these documents must be completec
submitted with the signed contract. The escrow agreement may not be substituted at a
date.
Sets of plans, special provisions, and Contract documents may be obtained at the Purchi
Department, City Hall, 1200 Carlsbad Village Drive (formerly Elm Avenue), Carlsbad, Calif(
for a non-refundable fee of $10.00 per set. If plans and specifications are to be mailed, the
for postage should be added.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregi
or informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execut
Contract shall be those as determined by the Director of Industrial Relations pursuant tl
Sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to Section 1773.2 of the 1
Code, a current copy of applicable wage rates is on file in the Office of the Carlsbad City (
The Contractor to whom the Contract is awarded shall not pay less than the said spe
prevailing rates of wages to all workers employed by him or her in the execution of the Con
The Prime Contractor shall be responsible for insuring compliance with provisions of Se
1777.5 of the Labor Code and Section 41 00 et seq. of the Public Contracts Code, "Sublettin(
Subcontracting Fair Practices Act."
The provisions of Part 7, Chapter 1, of the Labor Code commencing with Section 1720
apply to the Contract for work.
A mandatory pre-bid meeting and tour of the project site will be held on Wednea
August 3, 1994, at 8:OO a.m. at the project site located at 1250 Carlsbad Village Drivc
All bids are to be computed on the basis of the given estimated quantities of work, as indic
in this proposal, times the unit price as submitted by the bidder. In case of a discrep
between words and figures, the words shall prevail. In case of an error in the extension of i
price, the corrected extension shall be calculated and the bids will be computed as indic
above and compared on the basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and t
or written in with ink and must be initialed in ink by a person authorized to sign fo
Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day pri
bidding. Submission of bids without acknowledgment of addenda may be cause of rejecti
bid.
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Bonds to secure faithful performance and warranty of the work and payment of laborers
materials suppliers, in an amount equal to one hundred percent (100%) and fifty percent (E
respectively, of the Contract price will be required for work on this project. These bonds
be kept in full force and effect during the course of this project, and shall extend in full force
effect and be retained by the City until they are released as stated in the Special Provi:
section of this contract. All bonds are to be placed with a surety insurance carrier admittec
authorized to transact the business of insurance in California and whose assets exceed
liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to co
the following documents:
1)
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An original, or a certified copy , of the unrevoked appointment, power of attorne
laws, or other instrument entitling or authorizing the person who executed the bond '
so.
2) A certified copy of the certificate of authority of the insurer issued by the insur
commissioner.
If the bid is accepted, the City may require a financial statement of the assets and liabilities (
insurer at the end of the quarter calendar year prior to 30 days next preceding the date c
execution of the bond. The financial statement shall be made by an officer's certificate as de
in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial state
may be verified by the oath of the principal officer or manager residing within the United SI
Insurance is to be placed with insurers that have (1) a rating in the most recent Best's Key R
Guide of at least A-:V, and (2) are authorized to transact the business of insurance in the
of California by the Insurance Commissioner. Auto policies offered to meet the specificati
this contract must: (1) meet the conditions stated above for all insurance companies an
cover anv vehicle used in the performance of the contract, used onsite or offsite, whether OM
non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certil
must state the coverage is for "any auto" and cannot be limited in any manner.
Workers' compensation insurance required under this contract must be offered by a com
meeting the above standards with the exception that the Best's rating condition is waived.
City does accept policies issued by the State Compensation Fund meeting the requiremei
workers' compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract.
additional cost of said insurance shall be included in the bid price.
The prime contractor and all subcontractors are required to have and maintain a valid C
Carlsbad Business License for the duration of the contract.
Approved by the City Council of the City of Carlsbad, California, by Resolution
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NO. 94-172 , adopted on the 28th day of JUNE 119-
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JOHNSON CONSTRUCTION e August 25, 1994
City of Carlsbad
Purchasing Officer
1200 Carlsbad Village Drive
Carlsbad CA 92008
CONTRACT NUMBER U/M 94-9 CARLSBAD CITY LIBRARY ADA MODIFICATIONS
This letter is to confirm that Additive Alternate #1 in the Project Bid of August 18, 1994 is
meant to be a credit in the amount of $5,675.00 to the City of Carlsbad.
Thank you.
127*+--- Larry G. Johnson
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CITY OF CARLSBAD
CARLSBAD CITY LIBRARY ADA MODIFICATIONS
CONTRACT NO. U/M 94-9
CONTRACTOR’S PROPOSAL
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City Council
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, reac
Notice inviting Bids, examined the Plans and Specifications, and hereby proposes to furni
labor, materials, equipment, transportation, and services required to do all the work to corn
Contract No. U/M 94-9 Carlsbad City Library - ADA Modifications, in accordance wit
Plans and Specifications of the City of Carlsbad, and the Special Provisions and that he/sh
take in full payment therefor the following unit prices for each item complete, to wit: 1
Approximate
Item Quantity - No. DescriDtion and Unit Total
1. All labor, material, tools and equipment lump sum $L?d..
necessary to complete the construction for the
ADA Modifications in conformity with the plans,
specifications and other contract documents.
1 Total amount of base bid in words:
2. ADDITIVE ALTERNATE NO. 1: lump sum s ,SA I<
Provide thinset ceramic tile over existing
terrazzo floor and wainscot in men’s
and women’s public restrooms. See
Section 09310 - Ceramic Tile.
Total amount of Additive Alternate No. 1 in words:
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Approximate
Item Quantity
No. DescriDtion and Unit Total
3. ADDITIVE ALTERNATE NO. 2 lump sum $ A. 3 yt< I.
Provide thinset ceramic tile over existing
terrazzo floor and as a wainscot in lieu
of Marlite, in men’s and women’s
administration restrooms. See Section
09310 - Ceramic Tile.
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1 4. ADDITIVE ALTERNATE NO. 3 lumpsum s SSOC
Replace exterior handrails and a portion
of concrete at west entry, as per
Drawings. Finish of concrete slab to
match existing. New galvanized steel
pipe rails as per Section 05521. Paint
all rails gloss alkyd enamel as per
section 09900.
Total amount of Additive Alternate No. 3 in words:
Total amount of Additive Alternate No. 2 in words:
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Price(s) given above are firm for 90 days after date of bid opening.
Addendum(a) No@).
in this proposal.
The Undersigned has checked carefully all of the above figures and understands that the
will not be responsible for any error or omission on the part of the Undersigned in preparin!
bid.
The Undersigned agrees that in case of defautt in executing the required Contract with nece:
bonds and insurance policies within twenty (20) days from the date of award of Contract b
City Council of the City of Carlsbad, the proceeds of the check or bond accompanying thi
shall become the property of the City of Carlsbad.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensc
do business or act in the capacity of a contractor within the State of California, validly lice
under license number , classification V
expires on , and that this statement is true and correct and ha
legal effect of an affidavit.
has/have been received and Ware incli
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A bid submitted to the Crty by a Contractor who is not licensed as a contractor pursuant tc
Business and Professions Code shall be considered nonresponsive and shall be rejected b)
City. § 7028.15(e). In all contracts where federal funds are involved, no bid submitted sha
invalidated by the failure of the bidder to be licensed in accordance with California Ii
However, at the time the contract is awarded, the contractor shall be properly licensed. PI
Contract Code § 20104.
The Undersigned bidder hereby represents as follows:
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1. That no Council member, officer agent, or employee of the City of Carlsbad is perso
interested, directly or indirectly, in this Contract, or the compensation to be
hereunder; that no representation, oral or in writing, of the City Council, its offic
agents, or employees has inducted hidher to enter into this Contract, excepting
those contained in this form of Contract and the papers made a part hereof by its te I and
1 2. That this bid is made without connection with any person, firm, or corporation maki
bid for the same work, and is in all respects fair and without collusion or fraud.
Accompanying this proposal is
for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of Section 3700 of the Labor Code which reqi
every employer to be insured against liability for workers' compensation or to undertake
insurance in accordance with the provisions of that code, and agrees to comply with !
provisions before commencing the performance of the work of this Contract and contini
comply until the contract is complete.
(Cash, Certified Check, Bond or Cashier's Check) 1
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The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Artic
relative to the general prevailing rate of wages for each craft or type of worker needed to exc
the Contract and agrees to comply with its provisions.
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: I*
(1) Name under which business is conducted J o kz X/ qc2d, c @A/ S72L
(3) Place of Business
City and State P?oEP, 2-/-.2? CAf 72 5’ 6 -p /
(4) Zip Code 725-6 7- Telephone No. cjo$- &~&x?//$
IF A PARTNERSHIP, SIGN HERE: I (1) Name under which business is conducted
(2) Signature (given and surname and character of partner) (Note: Signatwe
be made by a general partner)
(3) Place of Business
(Street and Number)
City and State I Zip Code Telephone No.
H.\UBRARY\ADMIN\WPDATA\CNT\UB-ADA MOD 2, I.
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IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted 0
(2) Signature
Title
Impress Corporate Seal
(3)
(4) Place of Business
Incorporated under the laws of the State of
(Street and Number)
City and State
(5) Zip Code Telephone No.
NOTARIAL ACKNOWLEDGEMENT OF EXECUTION BY ALL SIGNATORIES MUS1
AlTACHED
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List below names of president, vice president, secretary and assistant secretary, if a corpore
if a partnership, list names of all general partners, and managing partners:
H:\UBRARY\ADMIMWPDATA\CNnUB-ADA.MOD 2l
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9 BID BOND NO:TPI2716445-003
BIPDCR'S BOND M ACCOMPAN Y PRQPOS&
WOW AlL PERSONS BY THESE PRESENTS:
88 Surety are held and fkmly bund unto the City of Carlsbad, California, in an amount M follows: (must be at teast ten percent (1096) of the bid amount)
for which payment, wall nnd tmly made, we bind oullp~lves, our heirs, executors anc
administrators, successors or assigns, jolntly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBUGATION I$ SUCH that tf the proposal of the above boundan Principal for:
hrlebid City Library - ADA Modlfkatlonr
in the City of Carlsbnd, is accepted by the City Council, and if the Princlpal shall duly enter inb and execute A Contract including required bonds and Insurance policies within twenty (20) day from the date of award of Contract by the City Council of the City of Carlsbad, being duly notifiel
of sald award, then this obligutlan shall become null and void; otherwise, it shall be and remair in full force and effect, and the amount specified herein shall be forfeited to the said CRY.
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Th&we,JOHNSON CONSTRUCTION J a Pdncipai, and TIG PREMIER INSURANCE,
** BUT NOT TO EXCEED EIGHT THOUSAND DOLLARS AND NO/lOO'S********($8,000.(
CONTRACT NO, U/M 94-9
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In the event Principal executed this band as an lndlvldual, it is agreed that the deeth of Principr
shnll not exonerate the Surety from La obllgations under this bond,
Executed b PRINCIPAL this 1 RTH Executed by SUR€lY this 18TH day of AU&m ,1994. day Of AUGUST , 19%
PRINCIPAL: SURETK
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CONSTRUCT ION TIG PREMIER INSURANCE COMPANY - (Name of Principal) (Name of Surety)
/
PO BOX 5616, RIVERSIDE, CA 92517-
(Address of Surety) \
(ptJnt name here)
JOHN A. RUIZ By: (sign here) printed name of AttomeyhFact
(attach corporate resolutlon showing curre 0 (prinl name here) power of attorney)
(title and orgnnizlrtion 91 signatory)
(Rvper notarial acknowledge of execution by PRINCIPAL and SURETY must be attached.)
(Prtsident or vice-pttsident urd secretary or assiatant accretary must sign for corporations. Ifonly one ofliccr si^
thc corporation must attach a resolution certified by thc Kcrctary or assistant etcretary under corporate s(
empowering that officer to bind the corporation.)
AS TO FORM: BALL
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KAREN J, HIRATA /T&[~(C. Deputy City Attorney
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT io
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CALI-
before me, %€rEmsA X. BM(, NOTARY PUBLIC
DATE NAME TITLE OF OFFICER - E GI "JANE DOE, NOTARY PUBLIC
personal I y appeared JCWNA. RUIZ
NAME(S) OF SIGNER(S)
B personally known to me - OR - 0 ptwd-49 KX e+thAa& sf -
to be the person@-) whose name@) i:
subscribed to the within instrument an(
knowledged to me that he/*vm
't *.--%.hd.&.&.. the same in hiske+kh+r ' authoi
capacity-), and that by hislhnrl
signature@ on the instrument the persc
or the entity upon behalf of whict
personw acted, executed the instrur
Though the data below IS not required by law, it may prove valuable to persons relylng on the document and couk
fraudulent reattachment of this form.
DESCRIPTION OF ATTACHED DOCUl CAPACITY CLAIMED BY SIGNER
BID BOND
TITLE OR TYPE OF DOCUMENT
TITLE(S)
TWO
ATTORNEY-IN-FACT NUMBER OF PAGES
0 GUARDIAN/CONSERVATOR
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITYVES) PRINCIPAL
SIGNER(S) OTHER THAN NAMED AB1
__-___~ ____
01 993 NATIONAL NOTARY ASSOCIATION * 8236 Remrnet Ave P 0 Box 71 84 - Canoga PE
f TIG Premier Insurance Company t3
tr Administrative Office: Battle Creek *-
GENERAL POWER OF ATTORNEY
GPA
ower Of Attorney valid only If numbered in red: 9 \now All Men by These Presents, That TIG Premier Insurance Company, a corporation duly orga and existing under the laws of the State of California, and having its administrative office in Ba Creek, Calhoun County, Michigan, does by these presents make, constitute and appoint
JOHN A. RUIZ
and State of CAL1FoRN1A of RIVERSIDE
and lawful AttorneyWin-Fact, with full power and authority hereby conferred in its name, plac
to execute, acknowledge and deliver
CONTRACT BONDS (S.B.A. GUARANTEE AGREEMENT) - MAXIMUM PENALTY $750,001
OTHER CONTRACT BONDS - MAXIMUM PENALTY $150,000.00
ALL OTHER BONDS - MAXIMUM PENALTY $25,000.00
"THIS POWER OF ATTORNEY SHALL TERMINATE AND BE
OF NO FURTHER EFFECT AFTER DECEMBER 32. 1994" and to bind the Company thereby as fully and to the same extent as if such bonds were signe President, sealed with the corporate seal of the Company and duly attested by its Secretary, hl
is made under and by authority of Section 35 of the bylaws, as amended, and duly adopted Said apr \ ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises.
of Directors of the TIG Premier Insurance Company.
"Be It Resolved, that the President, any Vice-President, any Secretary or any Assistant Secretar and is hereby vested with full power and authorit to a point any or more suitable persons as
"Section 1. Attorney-in-Fact Attorney-in-Fact may be given full power and authority for and i
contracts, agreements of indemnity, consents of surety and other conditional or obligatory und and any and all notices and documents canceling or terminating the Company's liability thereundi any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Con if signed by the President and sealed and attested by the Corporate Secretary."
in-Fact to represent and act for and on behalf o Yl the ompany subject to the following provi! e of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, rec
has caused these presents to be signed ' and its corporate seal to be I .D., 1994 .
State of Michigan
County of Calhoun
, in the year-
, a notary publi
~, pers before me appeared FRED C. CRAIG
to me to be the person who executed the within in
on behalf of the corporation therein named and acknowle to me that the
sW?q,A"M* Notory puMk.'calhoun county. M MV ~lsslorl Expires Mclv 1% VJW
I, the undersigned Secretary of TIG Premier Insurance Company hereby certify th is a full, true and correct copy of the Original Power of Attorney issued by said Company, ai further certify that the said Power of Attorney is still in force and effect
And I do hereby further certify that the Certification of this Power of Attorney is signed and facsimile under and b the authority of Section 30 of the bylaws, as amended, and duly ado Board of Directors o Y the TIG Premier Insurance Company and that said Section 30 of said not been amended or repealed as of the date hereof;
"Resolved, that the signature of the Secretary or any Assistant Secretary of this Corporation, the ssai of the Corporation, may be affixed or printed by facsimile to any certificate to a PC of Attorney of this Corporation, and that such printed facsimile signature and seai shail be va and binding upon this Corporation."
GIVEN under my hand and the seal of said Company, this
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day of - I8TH
19 94
a THIS POWER OF ATTORNEY EFFECTIVE ONLY IF @ It(&
Secretary ATTACHED TO BOND NO. TPI2716445-003
30024 C
DESIGNATION OF SUBCONTRACTORS
r), The Contractor certifies helshe has used the sub-bids of the following listed Contractoi
making up his/her bid and that the sub-contractors listed will be used for the work for which
bid, subject to the approval of the City Engineer, and in accordance with applicable provis
of the specifications and Section 4100 et seq. of the Public Contracts Code - "Subletting
Subcontracting Fair Practices Act." No changes may be made in these subcontractors ex
upon the prior approval of the City Engineer of the City of Carlsbad. The following inform;
is required for each sub-contractor. Additional pages can be attached if required:
Items of Complete Address Phone No.
Work Full ComDanv Name with ZiD Code with Area COC
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AMOUNT OF SUBCONTRACTORS' BIDS
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The bidder is to provide the following information on the subbids of all the listed subcontrac
as part of the sealed bid submission. Additional pages can be attached, if required. k
Type of State
Contracting Carlsbad Business Amount of Bid
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FULL COMPANY NAME License & No. License No. * ($ or %)
flc4-h P GNT 7
* Licenses are renewable annually. If no valid license, indicate "NONE." Valid license mu:
obtained prior to submission of signed Contracts.
I' H~\UBRARY\ADMIMWPDATA\CNnUB-ADA.MOD 2
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BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
Bidder submits herewith a statement of financial responsibility. I.
JOHNSON CONSTRUCTION IS FINANCIALLY ABLE TO COMPLETE CONTRAC'
AS BID ON PROJECT #U/M 94-9-CARLSBAD CITY LIBRARY FOR THE I CITY OF CARLSBAD.
-~ ~ TRTJCTTGN ,
I. H \UBRARY\ADMIN\WPDATA\CNnUB_ADA MOD 21
08/'26/94 07: 12 ~9096822759 COIMERC I AL
rn ,e
Jack F. van Haastef
Certified Public Accountant a*'
u/m sq-7
&p,J&'. ()(, 6-1 & .&AdUM9 61
0- m&+B I' Jz4
Mr. Larry Johnson
JOHNS 0 N CO NSTR UCTl 0 N
Dear Mr. Johnson:
I have compiled the accompanying balance sheet of JOHNSON CONSTRC
fa sole proprietorship) as of December 31, 1993 and the related statement of
for the year then ended, and the accompanyrng supplementary informatjon co
in the Schedule of Revenues, Costs and Profits (presented only for suppler
analysis purposes), in accordance with the standards established by the AI
Institute of Certified Public Accountants.
A compilation is limited to presenting in the form of financial statemel
supplementary schedules information that is the representation of manage1
have not audited or reviewed the accompanying financial statemer
supplementary schedule and, accordingty, do not express an opinion or any otl of assurance on them,
You have elected to omit substantially all of the disclosures (and the state
cash flows) required by Generally Accepted Accounting Principles. If the
disclosures were included in the financial statements, they might influence th
conclusions about the Company's financial position, results of operations, a
flows, Accordingly, these financial statements are not designed for those whc
informed about such matters.
e
a
Post Office sox 1 129. Murrrcta, Califorriia 92564-1 7 29
c -. I NA -.,--- ~-I,L,~,~ q?:~,? 4755 -. ,
Y ~U)VUVVLLIUO .."--*.--.*- uo/ LO/ v* v I . '4.J
m m JOHNSON CONSTRUCTION
BALANCE SHEET
December 31, 1993
{See Accountant's Compilation Report) 0-
ASSETS
I CURRENT ASSETS 8,000
14,830 Cash
Unbilled Construction Contract Receivable
Total Current Assets
~ RETENTIONS RECEIVABLES
-
I
-
I - - ! TOTAL ASSETS
I LlAElLlTlES AND OWNER'S EQUITY
1
I Accounts Payable
1 Total Liabilities
0 i CURRENT LlABlLlTlES -
I
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O'JVNER'S EQUITY 0
Beginning Owner's Equity Net Income 10,905
, Less Owner's Oraw 7,285
I
Net Increase in Owner's Equ~tv
Ending Owner's fqujty
3,620
I I -
- - TOTAL LIABILITIES AND STOCKHOLDERS' EQUITY
I
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0
mhnto
m JOHN SON CON STRUCTlON F41
INCOME STATEMENT
For the Year Ended December 3 1, 1993
(See Accountant's Compilation Report) e
CONTRACT REVENUES
CONTRACT COSTS
Subcontracts 6,850 Materials 20,220
Other Costs 6,990
Total Contract Costs -
GROSS PROFIT
GENERAL AND ADMlNISTRATtVE EXPENSES -
==E
a NET INCOME
*
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BIDDER’S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
The Bidder is required to state what work of a similar character to that included in the prop0
Contract he/she has successfully performed and give references, with telephone numbers, wl
will enable the City to judge his/her responsibilrty, experience and skill. An attachment car
used.
I.
2PP=6K 1 ”/EA
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r. H.\UBRARY\ADMI N\WPDATA\CNnUB-ADA MOD 2
JOHNSON CONSTRUCTION
24017 Huntridge Drive
Murrieta, CA, 92562
m
REFERENCES
DEPARTMENT OF THE NAVY OFFICER IN CHARGE OF CONSTRUCTION
NAVAL FACILITIES ENGINEERING COMMAND
CONTRACTS:
DAVID DEIRANIEH
ASSISTANT RESIDENT OFFICER IN CHARGE OF CONSTRUCTION
619-5453031
TOM GRAY
CONSTRUCTION REPRESENTATIVE
619-5244556 0 REFERENCES :
DEPARTMENT OF THE NAVY
OFFICER IN CHARGE OF CONSTRUCTION
BUILDING 22101 MARINE CORPS BASE
SAN DIEGO CA. CAMP PENDLETON
1. JUDY BLANKENSHIP CONT. SPEC. 61 9-72531 36 k’j:cT
2. BEN MORSZ QAE
619-7253923
3. NATE CERVANTES F.M.D. 619-7253923
GENERAL CONTRACTOR
MULTI CONSTRUCTION
MERLE JOHNSON
714-9786650
0
D-
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I County of Riverside 1
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NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
State of California 1 ) ss.
F
Larry G. Johnson
(Name of Bidder)
and says that he or she is
, being first duly sworn, deposes
Owner I (Tile)
I (Name of Firm)
of Johnson Constructi -V
the party making the foregoing bid; that the bid is not made in the interest of, or on behalf o
undisclosed person, partnership, company, association, organization, or corporation; that tt
is genuine and not collusive or sham; that the bidder has not directly or indirectly induc
solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colh
conspired, connived, or agreed with any bidder or anyone shall refrain from bidding thr
bidder has not in any manner, directly or indirectly, sought by agreement communicatic
conference with anyone to fix the bid price, or of that of any other bidder, or to fix any over1
profit, or cost element of advantage against the public body awarding the contract of ar
interested in the proposed contract; that all statements contained in the bid are true; and fu
that the bidder has not, directly or indirectly submitted his or her bid price or any break(
thereof, or the contents thereof, or divulged information or data relative thereto, or paid, ar
not pay, any fee to any corporation, partnership, company association, organizatior
depository, or to any member or agent thereof to effectuate a collusive or sham bid.
I declare under penalty of perjury that t executed on the /R
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1 Subscribed and sworn to before me o
(NOTARY SEAL) q ha,L-- <, d Signature of Notary
I. H.\UBRARY\ADMIN\WPDATA\CNTVJB-ADA MOD :
m- CONTRACT - PUBLIC WORKS
This a reement is made this .d.* day of dm
19 72 , by and between the City of Carlsbad, California, a municipal corporation, (hereir
called "Crty"), and JOHNSON CONSTRUCTION
whose principal place of business is 24017 HUNT RIDGE DRIVE, MURRIETA, Ci
92562 (hereinaftefcalled'Contrac
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all work specified in the Cor
documents for:
Carlsbad City Library - ADA Modifications, Contract No. U/M 94-9,
(hereinafter called "project")
Provisions of Labor and Materials. Contractor shall provide all labor, materials, t
equipment, and personnel to perform the work specified by the Contract Docum
Contract Documents. The Contract Documents consist of this Contract, Notice In\
Bids, Contractor's Proposal, Bidder's Bond, Designation of Subcontractors, Bid
Statements of Financial Responsibility and Technical Ability, Non-collusion Aff ic
Escrow Agreement, Release Form, the Plans and Specifications, the Sp
Provisions, and all proper amendments and changes made thereto in accordance
this Contract or the Plans and Specifications, and all bonds for the project; all of v
are incorporated herein by this reference.
Contractor, her/his subcontractors, and materials suppliers shall provide and insta
work as indicated, specified, and implied by the Contract Documents. Any iter
work not indicated or specified, but which are essential to the completion of the \i
shall be provided at the Contractor's expense to fulfill the intent of said docum
In all instances through the life of the Contract, the City will be the interpreter c
intent of the Contract Documents, and the City's decision relative to said intent vu
final and binding. Failure of the Contractor to apprise subcontractors and matt
suppliers of this condition of the Contract will not relieve responsibility of compliz
2.
3.
=P-.
e
H:\UBRARY\ADMIMWPDATA\CNT\UB-ADA.MOD 2/
Payment. For all compensation for Contractor's performance of work under
Contract, City shall make payment to the Contractor per Section 9-3 of the Stan
Specifications for Public Works Construction (SSPWC) 1991 Edition, and the I1
supplement, hereinafter designated "SSPWC", as issued by the Southern Calif(
Chapter of the American Public Works Association, and as amended by the Sp
Provisions section of this contract. The closure date for each monthly invoice w
the 30th of each month. Invoices from the Contractor shall be submitted accor
to the required City format to the Clty's assigned project manager no later than thc
day of each month. Payments will be delayed if invoices are received after the 5
each month. The final retention amount shall not be released until the expiratic
thirty-five (35) days following the recording of the Notice of Completion pursua
California Civil Code Section 31 84.
Public Contract Code section 201 04.50 requires a summary of its contents to bc
forth in the terms of the contract, Below is such a summary. However, contn
should refer to Public Contract Code section 20104.50 for a complete statement c
law.
The city shall make progress payments within 30 days after receipt of an undisp
and properly submitted payment request from a contractor on a construction coni
If payment is not made within 30 days after receipt of an undisputed and pro1
submitted payment request, then the city shall pay interest to the contractor equiv,
to the legal rate set forth in subdivision (a) of section 685.010 of the Code of
Procedure.
Upon receipt of a payment request, the city shall, as soon as practicable after rec
determine whether the payment request is a proper payment request. If the
determines that the payment request is not proper, then the request shall be retu
to the contractor as soon as practicable but not later than seven (7) days after rec
The returned request shall be accompanied by a document setting forth in writin!
reasons why the payment request was not proper.
If the city fails to return the denied request within the seven (7) day time limit, thei
number of days available to the city to make payment without incurring interest
be reduced by the number of days by which the city exceeds the seven (7) day rf
requirement.
"Progress payment" includes all payments due contractors except that portion o
final payment designated by the contract as "retention earnings".
e 4.
0
H:\UBRARY\ADMIMWPDATA\CNT\UB-ADA.MOD 21
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Independent Investiaation. Contractor has made an independent investigation o
jobsite, the soil conditions at the jobsite, and all other conditions that might affec
progress of the work, and is aware of those conditions. The Contract price incli
payment for all work that may be done by Contractor, whether anticipated or nc
order to overcome underground conditions. Any information that may have t
furnished to Contractor by City about underground conditions or other job condil
is for Contractor’s convenience only, and City does not warrant that the condition:
as thus indicated. Contractor is satisfied with all job conditions, including undergrc
conditions and has not relied on information furnished by City.
* 5.
6. Contractor Responsible for Unforeseen Conditions. Contractor shall be respon!
for all loss or damage arising out of the nature of the work or from the action o
elements or from any unforeseen difficulties which may arise or be encountered ir
prosecution of the work until its acceptance by the City. Contractor shall alsc
responsible for expenses incurred in the suspension or discontinuance of the v
However, Contractor shall not be responsible for reasonable delays in the compl
of the work caused by acts of God, stormy weather, extra work, or matters whicl
specifications expressly stipulate will be borne by City.
Hazardous Waste or Other Unusual Conditions. If the contract involves dig
trenches or other excavations that extend deeper than four feet below the su
Contractor shall promptly, and before the following conditions are disturbed, r
City, in writing, of any:
A.
7.
Material that Contractor believes may be material that is hazardous wastc
defined in Section 25117 of the Health and Safety Code, that is required t
removed to a Class I, Class 11, or Class Ill disposal site in accordance
provisions of existing law.
Subsurface or latent physical conditions at the site differing from those indici
Unknown physical conditions at the site of any unusual nature, diffc
materially from those ordinarily encountered and generally recognize(
inherent in work of the character provided for in the contract.
*
B.
C.
City shall promptly investigate the conditions, and if it finds that the conditior
materially so differ, or do involve hazardous waste, and cause a decrease or inci
in contractor’s costs of, or the time required for, performance of any part of the
shall issue a change order under the procedures described in this contract.
In the event that a dispute arises between City and Contractor whether the condr
materially differ, or involve hazardous waste, or cause a decrease or increase i
contractor’s cost of, or time required for, performance of any part of the \
contractor shall not be excused from any scheduled completion date provided f
the contract, but shall proceed with all work to be performed under the con
Contractor shall retain any and all rights provided either by contract or by law v
pertain to the resolution of disputes and protests between the contracting partic
H:\UBRARY\ADMIMWPDATA\CNnUB-ADA.MOD 2
*
Chanqe Orders. City may, without affecting the validity of the Contract, order chan
modifications and extra work by issuance of wriien change orders. Contractor
make no change in the work without the issuance of a wriien change order,
Contractor shall not be entitled to compensation for any extra work performed ur
the City has issued a wriien change order designating in advance the amoul
additional compensation to be paid for the work. If a change order deletes any v
the Contract price shall be reduced by a fair and reasonable amount. If the partier
unable to agree on the amount of reduction, the work shall nevertheless proceed
the amount shall be determined by litigation. The only person authorized to c
changes or extra work is the Project Manager. The wriien change order mu:
executed by the City Manager or the City Council pursuant to Carlsbad Muni
Code Section 3.28.172.
a 8.
9. Immigration Reform and Control Act. Contractor certifies he is aware of
requirements of the Immigration Reform and Control Act of 1986 (8 USC Sec’
1 101 -1 525) and has complied and will comply with these requirements, includini
not limited to, verifying the eligibility for employment of all agents, emplo!
subcontractors, and consultants that are included in this Contract.
10. Prevailinq Wage. Pursuant to the California Labor Code, the director o
Department of Industrial Relations has determined the general prevailing rate o
diem wages in accordance with California Labor Code, Section 1773 and a cop)
schedule of said general prevailing wage rates is on file in the office of the Carl
City Clerk, and is incorporated by reference herein. Pursuant to California Labor C
Section 1775, Contractor shall pay prevailing wages. Contractor shall post copi
all applicable prevailing wages on the job site.
Indemnification. Contractor shall assume the defense of, pay all expenses of deft
and indemnify and hold harmless the City, and its officers and employees, fro
claims, loss, damage, injury and liability of every kind, nature and description, dit
or indirectly arising from or in connection with the performance of the Contract
work; or from any failure or alleged failure of Contractor to comply with any applic
law, rules or regulations including those relating to safety and health; except for
or damage which was caused solely by the active negligence of the City; and fron
and all claims, loss, damages, injury and liability, howsoever the same may be cai
resulting directly or indirectly from the nature of the work covered by the Con
unless the loss or damage was caused solely by the active negligence of the
The expenses of defense include all costs and expenses including attorneys fec
litigation, arbitration, or other dispute resolution method.
e
11.
H:\UBRARY\ADMIN\WPDATA\CNnUB-ADA.MOD 2
0
12. Insurance. Contractor shall procure and maintain for the duration of the con
insurance against claimsfor injuries to persons or damage to property which may i
from or in connection with the performance of the work hereunder by the Contra
his agents, representatives, employees or subcontractors. Said insurance shall t
the City’s policy for insurance as stated in Resolution No. 91-403.
(A)
0
COVERAGES AND LIMITS - Contractor shall maintain the types of coven
and minimum limits indicted herein:
1. ComDrehensive General Liabilitv Insurance:
$1,000,000 combined single limit per occurrence for bodily injury
property damage. If the policy has an aggregate limit, a sep
aggregate in the amounts specified shall be established for the risk
which the City or its agents, officers or employees are
additional insured.
2. Automobile Liabilitv Insurance:
$1,000,000 combined single limit per accident for bodily injury
property damage. In addition, the auto policy must cover anv ve
used in the performance of the contract, used onsite or offsite, wh(
owned, non-owned or hired, and whether scheduled or non-sched
The auto insurance certificate must state the coverage is for “any i
and cannot be limited in any manner.
Workers’ Compensation and Emplovers’ Liabilitv Insurance:
Workers’ compensation limits as required by the Labor Code E
State of California and Employers’ Liability limits of $1 ,OOO,OO(
incident. Workers’ compensation offered by the State Compens
Insurance Fund is acceptable to the City.
3.
e
(B) ADDITIONAL PROVISIONS - Contractor shall ensure that the policic
insurance required under this agreement contain, or are endorsed to contaii
following provisions. General Liability and Automobile Liability Coverage:
1. The City, its officials, employees and volunteers are to be coverc
additional insured as respects: liability arising out of acti
performed by or on behalf of the Contractor; products and comp
operations of the contractor; premises owned, leased, hire
borrowed by the contractor. The coverage shall contain no sr
limitations on the scope of protection afforded to the City, its off
employees or volunteers.
The Contractor’s insurance coverage shall be primary insuranl
respects the City, its officials, employees and volunteers. Any insu
or self-insurance maintained by the City, its officials, employe
volunteers shall be in excess of the contractor’s insurance and shi
contribute with it.
2.
9
H:\UBRARWDMIMWPDATA\CNnLlB_ADA.MOD :
3. Any failure to comply with reporting provisions of the policies shal
affect coverage provided to the City, its officials, employee
volunteers.
4. Coverage shall state that the contractor's insurance shall E
separately to each insured against whom claim is made or SI
brought, except with respect to the limits of the insurer's liability.
"CLAIMS MADE" POLICIES - If the insurance is provided on a "claims m
basis, coverage shall be maintained for a period of three years following the
of completion of the work.
NOTICE OF CANCELLATION - Each insurance policy required by this agree1
shall be endorsed to state that coverage shall not be nonrenewed, suspen
voided, canceled, or reduced in coverage or limits except after thirty (30) c
prior wriien notice has been given to the City by certified mail, return rel
requested.
a
(C)
(D)
(E) DEDUCTIBLES AND SELF-INSURED RETENTION (S.I.R.) LEVELS -
deductibles or self-insured retention levels must be declared to and appr
by the City. At the option of the City, either: the insurer shall reduc
eliminate such deductibles or self-insured retention levels as respects the
its officials and employees; or the contractor shall procure a bond guarantt
payment of losses and related investigation, claim administration and del
expenses.
WAIVER OF SUBROGATION - All policies of insurance required undei
agreement shall contain a waiver of all rights of subrogation the insurer
have or may acquire against the City or any of its officials or employees.
SUBCONTRACTORS - Contractor shall include all subcontractors as in:
under its policies or shall furnish separate certificates and endorsements for
subcontractor. Coverages for subcontractors shall be subject to all o
requirements stated he rein.
ACCEPTABILITY OF INSURERS - Insurance is to be placed with insurer:
have a rating in Best's Key Rating Guide of at least A-:V, and are authoriz
transact the business of insurance by the Insurance Commissioner undt
standards specified in by the City Council in Resolution No. 97-403 .
VERIFICATION OF COVERAGE - Contractor shall furnish the City with certifi
of insurance and original endorsements affecting coverage required b!
clause. The certificates and endorsements for each insurance policy are
signed by a person authorized by that insurer to bind coverage on its b
The certificates and endorsements are to be in forms approved by the Cit
are to be received and approved by the City before work commences.
COST OF INSURANCE - The Cost of all insurance required under this agree
shall be included in the Contractor's bid.
(F) a
(G)
(H)
(I)
(J) e
H:\UBRARYlADMIMWPDATA\CNT\UB-ADA.MOD 2
13. Claims and Lawsuits. Contractor shall comply with the Government Tort Claims
(Section 900 et seq of the California Government Code) for any claim or cau:
action for money or damages prior to filing any lawsuit for breach of this agreen
Maintenance of Records. Contractor shall maintain and make available at no co
the City, upon request, records in accordance with Sections 1776 and 181 2 of Pi
Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintair
records at Contractor’s principal place of business as specified above, Contractor
so inform the City by certified letter accompanying the return of this Coni
Contractor shall notify the Crty by certified mail of any change of address of
records.
Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with Se
1720 of the Labor Code are incorporated herein by reference.
Securitv. Securities in the form of cash, cashier’s check, or certified check ma
substituted for any monies withheld by the City to secure performance of this cor
for any obligation established by this contract. Any other security that is mu
agreed to by the Contractor and the City may be substituted for monies withhc
ensure performance under this Contract.
Provisions Required by Law Deemed Inserted. Each and every provision of la\n
clause required by law to be inserted in this Contract shall be deemed to be ins
herein and included herein, and if, through mistake or otherwise, any such pro\
is not inserted, or is not correctly inserted, then upon application of either part)
Contract shall forthwith be physically amended to make such insertion or correc
14.
a
15.
16.
17.
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H:\UBRARY\ADMIN\WPDATA\CNT\UB-ADA.MOD 2
*
18. Additional Provisions. Any additional provisions of this agreement are set forth i
"General Provisions" or "Special Provisions" attached hereto and made a part he
NOTARIAL ACKNOWLEDGEMENT OF EXECUTION BY ALL SIGNATORIES MUS7
ATACHED
(CORPORATE SEAL)
*
S ig nature of S ig nato ry
Print Name of Signatory
APPROVED TO AS TO FORM:
Signature of Signatory
RONALD R. BALL
City Attorney
By:
Title
KARENJ. HIRATA / t, 7
ATTEST:
;
Deputy City Attorney V/Y 0
,//>9? &> Lk;---- : contFbcto;\J -F/ y
I\/ 1 x'
\/ i /L &,A?,& b' (1 ,ip 0 4 M..p-'n/
Print Name dr Signatory
H:\UBR4Rr\ADMIMWPDATA\CNnUB-ADA.MOD 2
*
State of Calrfornia 1
County of San Diego )
*
On --&YC (7 ~ (W4 Before me, Gary S. Nessim, Notary Public, personallj
personally known to me (or proved to me on the basis of satisfactory evidence) 1
be the person($ whose name(s) idwe subscribed to the within instrument and
acknowledged to me that he/- executed the same in hismir authoriz
capacity(ies), and that by his- signature(s) on the instrument the person(
or the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signaim
appeared /,srry &. 7 OhMSCL, 2
0
*
PRFMIUH: lxcLmm
BOM) NO: GE 5639665
LABOR AND MATERIALS BOND
0 WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No.
94-253 , adopted SEPTEMBER 13, 1994 , has awl
to JOHNSON CONSTRUCTION
(hereinafter designated as the "Principal"), a Contract for:
Carlsbad City Library - ADA Mofifications, Contract No. U/M 94-9,
in the City of Carlsbad, in strict conformity with the drawings and specifications, and
Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and
which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms th
require the furnishing of a bond, providing that if Principal or any of their subcontractors shi
to pay for any materials, provisions, provender or other supplies or teams used in, upon or z
the performance of the work agreed to be done, or for any work or labor done thereon o
kind, the Surety on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE,
Principal, (hereinafter designated as the "Contractor"), and
as Surety, are held firmly bound unto the City of Carlsbad in the
of THIRTY SIX THOUSAND, ONE HUNDRED THIRTY FIVE AND 00/100
Dollars ($ 36,135.00 ), said sum being fifty percent (50%) of the estin
amount payable by the City of Carlsbad under the terms of the Contract, for which paymen
and truly to be made we bind ourselves, our heirs, executors and administrators, successo
assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person or his/her subcontracto
to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or 2
the performance of the work contracted to be done, or for any other work or labor thereon c
kind, or for amounts due under the Unemployment Insurance Code with respect to such
or labor, or for any amounts required to be deducted, withheld, and paid over to the Employ
Development Department from the wages of employees of the contractor and subcontra
pursuant to Section 13020 of the Unemployment Insurance Code with respect to such worl
labor that the Surety will pay for the same, not to exceed the sum specified in the bond,
also, in case suit is brought upon the bond, costs and reasonable expenses and fees, incli
reasonable attorney's fees, to be fixed by the court, as required by the provisions of Section
of the California Civil Code.
This bond shall inure to the benefit of any and all persons, companies and corporations er
to file claims under Title 15 of Part 4 of Division 3 of the Civil Code (commencing with SE
3082).
Surety stipulates and agrees that no change, extension of time, alteration or addition to the 1
of the Contract, or to the work to be performed thereunder or the specifications accompa
the same shall affect its obligations on this bond, and it does hereby waive notice of any chi
extension of time, alterations or addition to the terms of the contract or to the work or t
specifications.
J 0 H N SO N CONSTRUCT I ON
GULF I"cE OMPANY
@
a
H:\UBRARYADMIMWPDATA\CNnUB-ADA.MOD 2
In the event that Contractor is an individual, it is agreed that the death of any such Contn
shall not exonerate the Surety from its obligations under this bond.
Executed b CONTRACTOR this
4) Executed by SURETY this 23RD S-m day of
SURETY:
t 192 23RD
day of Sb 11994.
GULF INSURANCZ c[=MpANy CONTRACTOR:
(Name of Surety) JOH" CONS'l!JZU(Y!ION
(Name of Contractor) PO BOX 5616
RIVERSIDE, CA 92517-5616
(Address of Surety)
(909) 682-2722
(Telephone Number of Surety)
(print name here)
By: CMJNER
(title and organization of signatory)
By: Printed name of Attorney-in-Fsct
KENNETH A- (XIATE
I-
(sign here)
(attach corporate resolution shswing ct
power of attorney)
(print name here)
a
(title and organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If on1
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary I
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM: R;L R. BALL ~ ~
By:
KAREN J. HlRATA/ d? 9 Deputy City Attorney Y/v
e
H:\UBRARY\ADMIMWPDATA\CNT\UB-ADA MOD 2
9 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
CALIFORNIA
County of m-DE
TIlEREsA I- BOK, NcYriwY PUBLIC
DATE NAME, TITLE OF OFFICER - E G "JANE DOE. NOTARY PUBLIC"
personally appeared LARRYG. JOH"
NAME@) OF SIGNER(S)
bd personally known to me - OR - nn
to be the personfs3 whose nametsj is
subscribed to the within instrument anc
knowledged to me that hew exec
the same in his- ' author
capacitym and that by his/W
signature@ on the instrument the perso
or the entity upon behalf of which
person(+ acted, executed the instrurr
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUM
0 CORPORATE OFFICER PAYMENT BOND
TITLE OR TYPE OF DOCUMENT TITLE(S)
m
AUORN EY-I N-FACT NUMBER OF PAGES
GUARDIAN/CONSERVATOR 09/23/94
DATE OF DOCUMENT
SURETY SIGNER IS REPRESENTING:
NAME OF PERSON(S1 OR ENTITY(IES)
SIGNER(S) OTHER THAN NAMED ABO\
01 993 NATIONAL NOTARY ASSOCIATION 8236 Rernmet Ave , P 0 Box 71 84 - Canoga Park,
f
7-9 : CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
Stateof CMJFO-RN~
County of RXWEXDE
before me, 93mEEsA I. BOK, mm PUBLIC
DATE NAME TITLE OF OFFICER - E G “JANE DOE NOTARY PUBLIC’
personally appeared -A. CQATE
NAME(S) OF SIGNER(S)
personally known to me - OR - 0 pwed :G ;
to be the person@ whose name&) is#
subscribed to the within instrument and
knowledged to me that hekhe#=tq exes
the same in hiskedtbw’ ‘ authori;
capacitym, and that by his/kerCU:
signature@ on the instrument the persor
or the entity upon behalf of which
person@ acted, executed the instrum
Though the data below IS not required by law, it may prove valuable to persons relying on the document and could F
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMI
LABOR AND MATERIAL PAYMENT BOND 0 CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT TITLE@)
TWO
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING: PRINCIPAL NAME OF PERSON@) OR ENTITY(IES)
SIGNER(S) OTHER THAN NAMED ABO’
01993 NATIONAL NOTARY ASSOCIATION 8236 Remmet Ave , P 0 Box 7184 Canoga Park
v
’%
QMGINALS OF T RINTED ON BLUE SAFETY PAF’ER WITH TEAL MK. DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AT OWPGMAL ONLY WHEN ISSUED HN a any, a corporation duly organized under the laws of the State of Missouri, having its principal office in the city of Irving, Texas, pursuant to the following resolution, adopted by the Finance B Executive Committee of the Board of Directors of the said Company on the loth day of August, 1993, to wit: “RESOLVED, that the President, Executive Vice President or any Senior Vice President ofthe Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney-in-Fact, such persons, firms, or corporations as may be selected from time to time; and any such Attorney-in-fact may be removed and the authority granted him revoked by the President, or any Executive Vice President, or any Senior Vice President, or by the Board of Directors or by the Finance and Executive Committee of the Board of Directors. RESOLVED, that nothing in this Power of Attorney shall be construed as a grant of authority to the attorney(s)-in-fact to sign, execute, acknowledge, deliver or other- wise issue a policy or policies of insurance on behalf of Gulf Insurance Company. RESOLVED, that the signature of the President, Executive Vice President or any Senior Vice President, and the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond and documents relating to such bonds to which they are attached.” Gulf Insurance Company does hereby make, constitute and appoint
OIVJWNCTHQN WITPI THE ORIGINAL.
KNOWN ALL MEN BY THESE PRESENTS: That the Gulf Insurance Com- 24017 HUNTRIDGE DRIVE
MURRIETA, CA 92562
KENNETH A. COATE OF RIVERSIDE, CA
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge ani behalf, as surety, any and all bonds and undertakings of suretyship, and to bind Gulf Insurance Company thereby as fully and to the same extent as dertakings and documents relating to such bonds and/or undertakings were signed by the duly authorized officer of the Gulf Insurance Company anc id attorney(s)-in-fact, pursuant to the authority herein given, are hereby ratified and confirmed.
The obligation of the Company shall not exceed one million ($l,OOO,OaO.OO) dollars.
be hereto amxed. M WITNESS WHEREOF, the Golf Insurance C~mpany ha presents to be signed by any o%cer of the Company and its Cor
@
GULF HNSGRANCE COMPANY
STATE OF NEW YOWK 1
COUNTY OF NEW PORK )
On this 1st day of February, I994 A.D., before me came Christopher E. Watson, B<~Qw~ to me prsonally who being by me duly sworn, d. say; that he resides in the County of Westchester, State of Kew ‘YO&; that he is the President of the Gulf Insurance Company, the corporatior and which executed the abQve instrument; that he knows the sea! of said corporation; that the seal amxed to the §aid innstrulrnents is such corpl it was SQ aKied by order of the 5oard 0% Directors of said corporation and that he signed his name, thereto by like order.
er fy+ E. Watson 1 SS President
Qp\l\D J4Ffi
3 b(JBL\G No. 24-4958634
QualiRed in Kings County Cornran. Expires November 13, 1995
-++OF NE+
0
STATE OF NEW YORK 1
CBWTY OF NEW YBWK )
attached POWER OF ATTORNEY remains in full force.
) SS
I, the undersigned, §enior Vice Resident of the Gulf Insurance Company, a Missouri C~rpration, DO HEREBY CERTIFY that the I
(2‘;o$=Q pq ,(
Signed and Sealed at the City of New York. a (W ‘I dayof SEPTEP
P.or\n;;&r
E~wI-Q~s~ P. Miniter Senior Vice President
d)
- z
CE~TIFICATE OF INSURANCE 09
I18980 Ventura Blvd. #lo4 I_______________________________________-----------------------
I I I I PHONE818-7 57 -2333 I-----------------------------------------------------l-------------------------------------------------------------- I INSURED I COMPANY LETTER A American Intn f 1 Specialt I_______________________________________----------------------- I
I_______________________________________----------------------. I I Johnson Construction
I_______________________________________----------------------. i 24017 Huntridge Dr. I Murietta, @A
I_______________________________________----------------------. I 92562 I I
I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY P I NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOE I EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
j EiELon & Associates
COMPANIES AFFORDING COVERAGE 18"::nar I CA
I COMPANY LETTER B
I COMPANY LETTER c
I COMPANY LETTER D
I COMPANY LETTER E > COVERAGES ........................................................................................................ I THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE I I PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RE! I WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS I ALL TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
! CO! TYPE OF INSURANCE I POLICY NUMBER I POLICY EFF I POLICY EXP I ALL LIMITS IN
I_______________________________________----------------------------------------------------------------------------
__- --------------------------------I----------------------------l--------------l--------------I-------------------
I___________________ GENERAL LIABILITY I I I I I
~__-------_________- I
I___________________ I I I II I
I
I___________________ I I I I I
I I I I PROTECTIVE I I
I_____.._____________ I I II
I I I I II
I I I
I I I
I______________I______________I___________________ I _____________---____------------ I____________________________
I CSL I___________________ I I I I I I I
I___________________ I I I
I I I I I I [ 1 ALL OWNED AUTOS I
I I I 1 1 SCHEDULED AUTOS I
I_______-___________ I I C 1 HIRED AUTOS I
I I I I I I C 1 GARAGE LIABILITY I I
I I i EXCESS LIABILITY I I I I I I ! I E 1 CXBZELLA FCk# I
I---I--------------------------------I----------------------------I--------------I--------------I-------------------
I I I I I I I
I I I I AND I I II I I EMPLOYERS' LIAB I I---I-------------------------------- I----------------------------l--------------l--------------l------------------~
I I I I I I I I I !OTHER I
I I I II
I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS *10 DAY IN EVENT OF NONP I RE: PROJECT NO. U M 94-9, CARLSBAD CITY LIBRARY-ADA MODIFICATIONS EMPLOYEES SI VOLUNTEERS ARE N I AS ADDITIONAL INSURED FOR COVERED LOSSES WHICH MAY ARISE OUT OF HE 0 I TIONS OF THE INSURED* THIS INSURANCE IS PRIMARY IN RESPECTS TO THE
= SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BE1 F CARLSBAD = PIRATION DATE THEREOF, THE ISSUING COMPANY WILL- SING DEPT. = DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE D VILLAGE DR.
i I DATE I DATE 1
I GENERAL AGGREGATE I AI K1 COMMERCIAL GEN LIABILITY I 91644-9310310 110/22/93 110/22/94 I PRoDs-coMP/oPs AGG
jlTRi
I PERS. & ADVG. INJU
I EACH OCCURRENCE
I FIRE DAMAGE I (ANY ONE FIRE)
I MEDICAL EXPENSE I (ANY ONE PERSON)
I I KI C 1 CLAIMS MADE [x OCC. I
I I %I OWNER'S & CONTRACTORS
I I K1 Modified Occ Id [I
1-j ________________________________I_______---------------------l--------------I______________I___________________ c '
I BODILY INJURY I (PER PERSON)
I BODILY INJURY I (PER ACCIDENT)
I PROPERTY
I I EACH OCC I
I I I
I IAUTOMOBILE LIAB I
1 I C 1 NON-OWNED AUTOS I
I I I 1 ANY AUTO
I I I I: 1 OTHER THAN UMBRELLA FORM i I
I STATUTORY
EACH AC
DISEASE
D I SEASE
I 1 WORKERS' COMP I
II I_______________________________________---------------------------------------------------------------------------.
***THE CITY OF CA 6( LSBAD, ITS OFFICIALS
I> CERTIFICATE HOLDER ................................. CANCELLATION ...............................................
h 4 I
F
-
POLICY NUMBER: 91644-9310310
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CG20101185
.e
ADDITIONAL IN SURED--OWNERS,l LESSEES OR CON'IRACTORS (FORM
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
PROJECT NO. UJM 94-9
CARLSBAD CITY LIBRARY
ADA MODIFICATIONS
Name of Person or OrgaJlkatiOn;
""CITY OF CARLSBAD, OFFICIALS, EMPLOYEES AND VOLU"TF,EXS
1200 CARLSBAD VILLAGE DR.
CARLSBAD, CA. 92008
(if no entry appears above, rnforrnation required to complete this endorsement will be shown in the t
applicable to this endorsement.)
WHO IS AN INSURED (Section II) IS amended to include as an insured the person or organizatior
Schedule, but only with respect to liability arising out of "your work" for that insured by or for you.
**IT IS HEREBY UNDERSTOOD AND AGREED THAT THE POLICY TO WHKH "€€IS CERTIFICATE/^
REFEWRS MAY NOT BE CANCELED, MATEXIALLY CHANGED, NOR THE AMOW OF COVERPlGE 'MEE
UNTIL THIRTY (30) DAYS AFTER RECEIPT OF WRITTEN NOTICE OF CANCELLATION OR REDUCl COVERAGE BY THE CITY CLERK OF THE CITY OF CARLSBAD. COVERAGE UNDER ms POLICY PRIMARY AND NONCONTRIBUTIN WITH ANy OTHER INSURANCE AVAIMEL TO THE CITY OF CAE
0
8
.; -.
--
e--* flmimm -
7,+
EXH
CITY OF CARLSBAD SURPLUS LINE BROKER AFFIDAVIT 0
Broker Name: WILLIAM F. FIX
Address:
City/State/Zip:
Date: SEPTEMBER 29, 1994
Project Name :
Type of Insurance: GENERAZ, LIABILITY
18980 VENTURA BOULEVARD, SUITE 104
TARZANA, CALIFORNIA 91356
U/M 94-9 CARLSBAD CITY LIBRARY--ADA MODIFICATIONS
I certify that WILLIAM F. FIX is the Broker of Record for JOHNSON
CONSTRUCTION ("Contractor") who is required to provide insurance under the specific
of the above contract. I further certify that as Broker of Record for Contractor, I have cor
the insurance companies listed below, all of whom meet the Ciry's requirements hclu
Resolution No. and all of whom have refused to write the required poky due
type of risk involved.
GOLDEN BEAR INSURANCE COMPANY
RUSS MCFARREN
535 NORTH BRAND BOULEVARD, /I840
0 Insurance Camer:
Name of Contact:
Address: GLENDALE. CALIFORNIA 91203
Date:
Reason for Refusal: X 2 ~TTT-S
Best's Rating N/A Listed by State Insurance I YES
APRIL, 1994
Commissioner (Yes/No)
GOLDEN EAGLE INSURANCE COWANY Insurance Carrier:
Name of Contact: HEATHER QUI"
Address: HEMET, CALIFORNIA 92544-8637
1600 EAST FLORIDA AvENlTE, SUITE 208
Date: APBIL, 1994
0 Reason for Refusal: f 2 UlWXWUTING REASONS
Best's Rating . c++ Listed by State Insurance YES Commissioner Cfes/No)
-r. IT_. -. -- -- ~
Y’
Insurance Canier: ’ CRUSADER INSURANCE COMPANY cf<
MARK Nane of Contact:
Address: UNIFAX INSURANCE SYSTEMS, INC.
Date: APRIL, 1994
Reason for Refusal: j# 2 UNDERWRITING REASONS
Beds Radslg A- Listed by Srsre Insurance YES
HILLS, CA. 91365- WOODLAND
Comnisio n er (Yes/N 0)
/ N17 xu
Conoacror is requesdng that the City accept ~REI%L~ fffNY corrpany who is a suI
iine carrier havi~g an A-:V or berm rating in the most recenr issue of Best’s Ratlng Guide
who has an office wih the Stzte of CalZornia at the followring address L? order to effect sc
of process.
Name of Surpius
AN I E TIONAZ,
!&.ne Carrier: EVE INSURANCE BROKERAGE
Address:
Ciry/S tatdzip: ROSEVILLE, CALIFORNIA 95661
Address to effect Senke of Frccess vLbh the Stare of CzEomia.
Name: JOHNSON AND ASSOCIATES
Address: 18980 VENTURA BOULEVARD, SUITE 104
Ciry/Stare/Zip: CANOGA PARK, CALIFORNIA 91356
2150 PROFESSIONAL DRIVE, SUITE 150
o
I cemfy under pena1r-y of perjug’ that the foregokg fzcrs are me and correct.
Dated: SEPTEKBER 29, 1994
Signed:
1)
- -- I- I 1. - “TI:,‘r;j ,;,~:,~ i -1 -!-
C SOUTHWEST ASSOC. DBA: PSA REALTY & NCE SERVICES
OOK CA 92088-2410
ARRY JOHNSON
4017 HUNT RIDGE DR
URRIETA, CA 92562
SSljED TO THE iNSL[fiEO NAMED ABOVE FOR THE POLICY PE ONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH POLICIES DESCRIBED HEREIN IS SUBJECTTO ALLTHE TERN
COMPREHENSIVE FORM
PREMISES/OPERATIONS
UNDERGROUND MPLOSION 8 COLLAPSE HAZARD
PRODUCTS/COMPLETED OPER
CONTRACTUAL
INDEPENDENT CONTRACTORS
BROAD FORM PROP DAMAGE
ALL OWNED AUTOS (Pnv Pass )
ALL OWNED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
( Eppz )
EMPLOYERS' LIABILITY
a CITY OF CARLSBAD MAIL= DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER I
1200 CARLSBAD VILLAGE DR
CARLSBAD CA 92008-1989
Y
*’ POLICY NUMBER: BAP564O
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDlTlONAL JNSUREDAIWNERS, LESSEES OR CONTRACTORS (FORI
CG20 101185 0
This endorsement modifies .insurance provided under the following:
COMMERCIAL AUTOMOBILE LIABILITY
SC,H EDULE
‘Name of Person or Organization:
CITY OF CARLSBAD
1200 CARLSBAD VILLAGE DR
CARLSBAD CA 92008-1989
(If no entry appears above. information required to complete this endorsement will be shown in tt
applicable 10 this endorsement.)
WHO IS AN INSURED (Section 11) IS amended to include as an insured the person or organizai
Schedule. but only with respect to iiabtlity arising out of “your work” for that insured by or for you.
e
a
*.- -(I-
. --, --_ fJ+G+fl . , .... ~ ,~--= .’,Lrt . ‘.l -.. -2 .- - .. ..
IC SOUTHWEST ASSOC. DBA: PSA REALTY &
HNSON CONSTRUCTION RRY JOHNSON
017 HUNT RIDGE DR RRIETA, CA 92562
PREMISES/OPERATIONS
UNDERGROUND EXPLOSION &COLLAPSE HAZARD
PRODUCTWCOMPLETED OPEA
CONTRACTUAL
INDEPENDENT CONTRACTORS
OWNED AUTOS (Pnv Pass)
OWNEDAUTOS (%?&E )
NON-OWNED AUTOS
GARAGE LIABILITY
- ADA MODIFICATIONS
E ISSUING COMPANY WILL-
CITY OF CARLSBAD
1200 CARLSBAD VILLAGE DR
CARLSBAD CA 92008-1989
PREMIUM: $1,806.00 .. BONDNO: a5639665 THE FBNAQ, PK
FINAL CONTR
WHEREAS, the Clty Council of the City of Carlsbad, State of California, by Resolution No.
94-253 , adopted SEPTEMBER 13, 1994 , has awal
to JOHNSON CONSTRUCTION
(hereinafter designated as the "Principal"), a Contract for:
FAITH FU L PER FOR MAN C EWAR R ANTY BOND *
Carlsbad City Library - ADA Modifications, Contract No. U/M 94-9,
in the Ctty of Carlsbad, in strict conformity with the contract, the drawings and specifications,
other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbac
of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms the
require the furnishing of a bond for the faithful performance and warranty of said Contract
NOW, THEREFORE, WE, JOHNSON CONSTRUCTION
Principal, (hereinafter designated as the "Contractor"), and GULF I"cE COMPANY
as Surety, are held firmly bound unto the City of Carlsbad in the
Dollars ($ 72,270.00 ), said sum being equal to one hundred percent (1(
of the estimated amount of the Contract, to be paid to City or its certain attorney, its succe:
and assigns; for which payment, well and truly to be made, we bind ourselves, our t
executors and administrators, successors or assigns, jointly and severally, firmly by t
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor,
heirs, executors, administrators, successors or assigns, shall in all things stand to and abid
and well and truly keep and perform the covenants, conditions, and agreements in the Cor
and any alteration thereof made as therein provided on their part, to be kept and performc
the time and in the manner therein specified, and in all respects according to their true inteni
meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employee:
agents, as therein stipulated, then this obligation shall become null and void; otherwise it
remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified the!
there shall be included costs and reasonable expenses and fees, including reasonable attor
fees, incurred by the City in successfully enforcing such obligation, all to be taxed as cost:
included in any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the t
of the Contract, or to the work to be performed thereunder or the specifications accompai
the same shall affect its obligations on this bond, and it does hereby waive notice of any chi
extension of time, alterations or addition to the terms of the contract or to the work or tl
specifications.
of SEVENTY TWO THOUSAND, TWO HUNDRED SEVENTY AND 00/100
*
....
....
H:\UBRARY\ADMIMWPDATA\CNnUB-ADA.MOD 2
e
,
In the event that Contractor is an individual, it is agreed that the death of any such Contr
shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this Executed by SURETY this 2- 23RD
day of sm ,1994 . day of sEpTEMBER 919:
0
CONTRACTOR: SURETY:
JOH" CONS!L'R~IoN GULF I"cE (XlMPANy
(Name of Contractor) (Name of Surety) Po BOX 5616
RNERSulE, CA 92517-5616
(Address of Surety)
(909) 682-2722
(print name here)
OWNER
(title and organization of signatory) Signature of Attorney-in-Fact
KENNIB% A. CDA!D3
By: --- (sign here) Printed name of Attorney-in-Fast
(attach corporate resolution showing r,i
power of attorney) (print name here) 0
(title and organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If on1
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary I
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
City ttor ey
BY* Ro3
Deputy City Attorne v-/?V KAREN J. HIRATA
0
H:\UBRARY\ADMI MW PDATA\CNT\UB-ADA MOD 2
?4 ' CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
cALI%oRNIA
Countyof -IDE
THEfEsA I, BOK, IwJxElY PUBLIC
DATE NAME TITLE OF OFFICER - E G , "JANE DOE NOTARY PUBLIC'
personal I y appeared LARRYG. JOH"
NAME(S) OF SIGNER(S)
kd personally known to me - OR - nn
to be the personw whose nametsj is
subscribed to the within instrument and
knowledged to me that hekhe#bey exec1
the same in his- ' authori
capacity- and that by his/h-e-&
signature@ on the instrument the persot
or the entity upon behalf of which
person@ acted, executed the instrum
y hand and official sea
SIGNATURE OF NOTARY
Though the data below IS not required by law, it may prove valuable to persons relying on the document and could [
fraudulent reattachment of this form
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUM
P-EIOJSID
TITLE OR TYPE OF DOCUMENT TITLE(S)
m
NUMBER OF PAGES
owW94
DATE OF DOCUMENT
suFmJ!Y SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES)
SIGNER(S) OTHER THAN NAMED ABOV
01993 NATIONAL NOTARY ASSOCIATION - 8236 Rernmet Ave , P 0 Box 7184 Canoga Park, I
37 * CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of ~~IECIRNXA
Countyof RMGCXDE
before me, THlmEsA I. BOK, NmAEtY ETJBLXC
DATE NAME, TITLE OF OFFICER - E G “JANE DOE NOTARY PUBLIC
personally appeared KEPJNEIHA, aXIX
NAME(S) OF SIGNER(S) m personally known to me - OR - 0 pmvd+me sz :
to be the personfsj whose name@-) is/
subscribed to the within instrument and
knowledged to me that hew execi
the same in hish-e&bw * authori
capacitym, and that by his/-
or the entity upon behalf of which
personw acted, executed the instrum
‘! signature@ on the instrument the persor
hand and official seal
Though the data below IS not required by law, it may prove valuable to persons relying on the document and could I
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUM
PERFORMANCE BOND
TITLE OR TYPE OF DOCUMENT TITLE(S)
TWO
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) PRINCIPAL
SIGNER(S) OTHER THAN NAMED AB0
01993 NATIONAL NOTARY ASSOCIATION 8236 Rernrnet Ave , P 0 Box 7184 CanOga Park
6. Contractor shall have the right to withdraw all or any part of the principal in the Es
Account only by written notice to Escrow Agent accompanied by written authorization
City to the Escrow Agent that Ctty consents to the withdrawal of the amount sought 1 a withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default bl
Contractor. Upon seven days’ wriien notice to the Escrow Agent from the Crty of the de
the Escrow Agent shall immediately convert the securiiies to cash and shall distributc
cash as instructed by the City.
8. Upon receipt of written notification from the Ctty certifying that the Contract is final
complete and that the Contractor has complied with all requirements and procec
applicable to the Contract, the Escrow Agent shall release to Contractor all securiiies
interest on deposit less escrow fees and charges of the Escrow Account. The escrow
be closed immediately upon disbursement of all moneys and securities on deposit
payments of fees and charges.
9. The Escrow Agent shall rely on the wriien notifications from the City and the contri
pursuant to Sections (4) to (6), inclusive, of this agreement and the City and Contractor
hold Escrow Agent harmless from Escrow Agent’s release, conversion and disburseme
the securiiies and interest as set forth above. ....
....
.... @ ....
....
....
....
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H:\UBRARY\ADMIMWPDATA\CNT\UB-ADA.MOD r!
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10. The names of the persons who are authorized to give written notices 1
receive written notice on behalf of the City and on behatf of Contract1
connection with the foregoing, and exemplars of their respective signature e as follows:
For City: Title
Name
Signature
Address
For Contractor: Title
Name
Signature
Address
For Escrow Agent: Title
Name
Signature
Address e
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At the time the Escrow Account is opened, the City and Contractor shall deliver to the Es
Agent a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper office1
the date first set forth above.
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For City: Title
Name
Signature
Address
For Contractor: Title
Name
Signature
Address
For Escrow Agent: Title
Name 0 Signature
Address
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H:\UBRARYMDMIMWPDATA\CNT\UB_ADA.MOD 21
RELEASE FORM
THIS FORM SHALL BE SUBMITTED AND APPROVED PRIOR TO APPROVAL OF MON'
PROGRESS PAYMENTS
NAME OF CONTRACTOR:
PROJECT DESCRIPTION:
PERIOD WORK PERFORMED:
The above-named Contractor hereby acknowledges upon payment in the full amount spe
all compensation of whatever nature due the Contractor for all labor and materials furnishec
for all work performed on the above-referenced project for the period specified above wit
exception of contract retention amounts and disputed work or claims specifically shown b
RETENTION AMOUNT FOR THIS PERIOD: $
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DISPUTED WORWCLAIMS
DESCRIPTION OF DISPUTED WORWCLAIM AMOUNT CLAIMED
/OR EST1 MATE)
The Contractor further expressly waives and releases any claim the Contractor may ha\
whatever type or nature, for the period specified which is not shown as disputed work/clai
this form. This release and waiver has been made voluntarily by Contractor without any f
duress or undue influence by any person or entity.
Contractor further certifies, warrants, and represents that all bills for labor, materials, and
due Subcontractors for the specified period will be paid according to Public Contract (
Section 201 04.50 and Business and Professions Code Section 71 08.5 and that the parties si{
below on behalf of Contractor have express authority to execute this release.
DATED:
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PRINT NAME OF CONTRACTOR
DESCRIBE ENTITY (Partnership, Corporation, E
By:
Title:
By:
Title:
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H:\UBRARY\ADMIMWPDATA\CNT\UB-ADA.MOD 2
SPECIAL PROVISIONS
1. SUPPLEMENTARY GENERAL PROVISIONS
TO STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
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1-1 TERMS
To Section 1-1, add:
A. Reference to Drawings:
Where words "shown," "indicated," "detailed," "noted," "scheduled," or words of similar impoi
used, it shall be understood that reference is made to the plans accompanying these provis
unless stated otherwise.
8. Directions:
Where words "directed," "designated," "selected," or words of similar import are used, it she
understood that the direction, designation or selection of the Engineer is intended, unless si
otherwise. The word "required" and words of similar import shall be understood to meal
required to properly complete the work as required and as approved by the City Engir
unless stated otherwise.
C. Equals and Approvals:
Where the words "equal," "approved equal," "equivalent," and such words of similar impor
used, it shall be understood such words are followed by the expression "in the opinion o
Engineer," unless otherwise stated. Where the words "approved," "approval," "acceptancc
words of similar import are used, it shall be understood that the approval, acceptance, or si
import of the Engineer is intended.
D. Perform and Provide:
The word "perform" shall be understood to mean that the Contractor, at her/his expense,
perform all operations, labor, tools and equipment, and further, including the furnishing
installing of materials that are indicated, specified or required to mean that the Contract(
her/his expense, shall furnish and install the work, complete in place and ready to use, inck
furnishing of necessary labor, materials, tools, equipment, and transportation.
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1-2 DEFINITIONS
Modify Section 1-2 as follows:
Agency - the City of Carlsbad, California
Engineer - the Project Manager for the City of Carlsbad or his approved representative
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24 CONTRACT BONDS
Delete the third sentence of the first paragraph having to do with a surety being listed in the
revision of U.S. Department of Treasury Circular 570.
Modify Paragraphs three and four to read:
The Contractor shall provide a faithful performance/warranty bond and payment bond (labo
materials bond) for this contract. The faithful performance/warranty bond shall be in the an
of 100 percent of the contract price and the payment bond shall be in the amount of 50 pe
of the contract price. Both bonds shall extend in full force and effect and be retained by th
during the course of this project until they are released according to the provisions o
section.
The faithful performance/warranty bond will be reduced to 25 percent of the original amou
days after recordation of the Notice of Completion and will remain in full force and effect fc
one year warranty period and until all warranty repairs are completed to the satisfaction c
city engineer.
The payment bond shall be released six months plus 35 days after recordation of the Noti
Completion if all claims have been paid.
Add the following:
All bonds are to be placed with a surety insurance carrier admitted and authorized to trai
the business of insurance in California and whose assets exceed their liabilities in an an
equal to or in excess of the amount of the bond. The bonds are to contain the folk
documents:
1)
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0
An original, or a certified copy , of the unrevoked appointment, power of attorney, by
or other instrument entitling or authorizing the person who executed the bond to do
A certified copy of the certificate of authority of the insurer issued by the insur
commissioner. 2)
If the bid is accepted, the City may require a financial statement of the assets and liabilities (
insurer at the end of the quarter calendar year prior to 30 days next preceding the date c
execution of the bond. The financial statement shall be made by an officer's certificate as de
in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial state
may be veriiied by the oath of the principal officer or manager residing within the United SI
2-5 PLANS AND SPECIFICATIONS
To Section 2-5.1, General, add:
The specifications for the work include the Standard Specifications for Public Works Construc
(SSPWC), 1991 Edition, and the latest supplement, hereinafter designated "SSPWC", as is
by the Southern California Chapter of the American Public Works Association, and as amel
by the Special Provisions section of this contract.
H:\UBRARY\ADMlMWPDATA\CNnUB_ADA.MOD a
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The Construction Plans consist of 4 sheet@) designated as City of Carlsbad Drawing No.
94-9. The standard drawings utilized for this project are the latest edition of the San Dieno
Regional Standard Drawinas, hereinafter designated SDRS, as issued by the San Diego Cc
Department of Public Works, together with the City of Carlsbad Supplemental Standard DraM
To Section 2-5.3, Shop Drawings, add:
Where installation of work is required in accordance with the product manufacturer's direc
the Contractor shall obtain and distribute the necessary copies of such instruction, includinl
(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 "as-built" record set of transp
sepias, which shall be corrected daily and show every change from the original drawing:
specifications and the exact "as-built" locations, sizes and kinds of equipment, undergr
piping, valves, and all other work not visible at surface grade. Prints for this purpose mi
obtained from the City at cost. This set of drawings shall be kept on the job and shall be
only as a record set and shall be delivered to the Engineer upon completion of the work.
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4-1 MATERIALS AND WORKMANSHIP
To Section 4-1.3.1, Inspection Requirements, General, add:
All work shall be under the observation of the Engineer or his appointed representative.
Engineer shall have free access to any or all parts of work at any time. Contractor shall fu
Engineer with such information as may be necessary to keep her/him fully informed rega
progress and manner of work and character of materials. Inspection of work shall not rf
Contractor from any obligation to futfill this Contract.
Modify Section 4-1.4, Test of Materials, as follows:
Except as specified in these Special Provisions, the Agency will bear the cost of testing mat
and/or workmanship where the results of such tests meet or exceed the requirements indic
in the Standard Specifications and the Special Provisions. The cost of all other tests shi
borne by the Contractors.
At the option of the Engineer, the source of supply of each of he materials shall be approvc
him before the delivery is started. All materials proposed for use may be inspected or test
any time during their preparation and use. If, after trial, it is found that sources of supply v
have been approved do not furnish a uniform product, or if the product from any source pi
unacceptable at any time, the Contractor shall furnish approved material from other appi
sources. After improper storage, handling or any other reason shall be rejected.
All backfill and subgrade shall be compacted in accordance with the notes on the plans an
SSPWC. Compaction tests may be made by the City and all costs for tests that meet or ex
the requirements of the specifications shall be borne by the City.
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H:\UBRARY\ADMIMWPDATA\CNnUB-ADA.MOD 2
Said tests may be made at any place along the work as deemed necessary by the Engii
The costs of any retests made necessary by noncompliance with the specifications she
borne by the Contractor.
Add the following section:
4-1.7 Nonconforminq Work
The contractor shall remove and replace any work not conforming to the plans or specifica
upon written order by the Engineer. Any cost caused by reason of this nonconforming work
be borne by the Contractor.
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5-1 LOCATION
Add the following:
The City of Carlsbad and affected utility companies have, by a search of known reo
endeavored to locate and indicate on the Plans, all utilities which exist within the limits o
work. However, the accuracy of completeness of the utilities indicated on the Plans is
guaranteed.
5-4 RELOCATION
Add:
The temporary or permanent relocation or alteration of utilities, including service connec
desired by the Contractor for hidher own convenience shall be the Contractor’s
responsibility, and he/she shall make all arrangements regarding such work at no cost tc
City. If delays occur due to utilities relocations which were not shown on the Plans, it wi
solely the City’s option to extend the completion date.
In order to minimize delays to the Contractor caused by the failure of other parties to relc
utilities which interfere with the construction, the Contractor, upon request to the City, ma
permitted to temporarily omit the portion of work affected by the utility. The portion thus or
shall be constructed by the Contractor immediately following the relocation of the utility invc
unless othetwise directed by the City.
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6-1 CONSTRUCTION SCHEDULE
Modify this section as follows:
A construction schedule is to be submitted by the Contractor per the following:
The prime contractor is required to prepare in advance and
submit at the time of the project preconstruction meeting a
detailed critical path method (CPM) project schedule. This
schedule is subject to the review and approval of the City.
1.
H:\UBRARY\ADMIMWPDATA\CNTUB-ADA.MOD 2ll
a
2. The schedule shall show a complete sequence of construction
activities, identifying work for the complete project in addition to
work requiring separate stages, as well as any other logically
grouped activities. The schedule shall indicate the early and
late start, early and late finish, 50% and 90% completion, and
any other major construction milestones, materials and
equipment manufacture and delivery, logic ties, float dates, and
d u rat ion.
The prime contractor shall revise and resubmit for approval the
schedule as required by City when progress is not in
compliance with the original schedule. The prime contractor
shall submit revised project schedules with each and every
application for monthly progress payment identifying changes
since the previous version of the schedule.
The schedule shall indicate estimated percentage of completion
for each item of work at each and every submission.
The failure of the prime contractor to submit, maintain, or revise
the aforementioned schedule (s) shall enable City, at its sole
election, to withhold up to 10% of the monthly progress
payment otherwise due and payable to the contractor until the
schedule has been submitted by the prime contractor and
approved by City as to completeness and conformance with the
aforementioned provisions.
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3.
4.
5.
No changes shall be made to the construction schedule without the prior wriien approval (
Engineer. Any progress payments made after the scheduled completion date shall not cons
a waiver of this paragraph or any damages.
Coordination with the respective utility company for removal or relocation of conflicting ui
shall be requirements prior to commencement of work by the Contractor,
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6-5 TERMINATION OF CONTRACT
Grounds for termination of the contract by the City include failure of the City or Contraci
obtain necessary permits from other governmental agencies, or unreasonable delay caw
enforcement of laws and regulations by other public agencies, including but not limits
enforcement of the Endangered Species Act and other similar laws.
66.3 PAYMENT FOR DELAYS TO CONTRACTOR
The City shall not be liable for delay caused by the enforcement of laws and regulations by
public agencies, including but not limited to, enforcement of the Endangered Species Ac
other similar laws.
H:\UBRARY!ADMI MWPDATA\CNnUB-ADA.MOD 2
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6-7 TIME OF COMPLETION
The Contractor shall begin work within 30 calendar days after receipt of the "Notice to Proc
and shall diligently prosecute the work to completion within 90 consecutive workdays aftc
date of the Notice to Proceed.
To Section 6-7.2, Working Day, add:
Hours of work - All work shall normally be performed between the hours of 7:OO a.m. and SL
from Mondays through Fridays. The contractor shall obtain the approval of the Engineer if hc
desires to work outside the hours state herein.
Contractor may work during Saturdays and holidays only with the written permission o
Engineer. This written permission must be obtained at least 48 hours prior to such work.
Contractor shall pay the inspection costs of such work.
6-8 COMPLETION AND ACCEPTANCE
Add the following:
All work shall be guaranteed for one (1) year after the filing of a "Notice of Completion" anc
faulty work or materials discovered during the guarantee period shall be repaired or replacc
the Contractor, at his expense. Twenty-five percent of the faithful performance bond shc
retained as a warranty bond for the one year warranty period.
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6-9 LIQUIDATED DAMAGES ' Modtfy this section as follows:
If the completion date is not met, the contractor will be assessed the sum of $250.00 per da
each day beyond the completion date as liquidated damages for the delay. Any prog
payments made after the specified completion date shall not constitute a waiver of this parag
or of any damages.
7-3 LIABILITY INSURANCE
Add the following:
All insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at l
A-:V and are authorized to conduct business in the state of California and are listed in the of
publication of the Department of Insurance of the State of California.
7-4 WORKERS' COMPENSATION INSURANCE
Add the following:
All insurance is to be placed with insurers that are authorized to conduct business in the I
of California and are listed in the official publication of the Department of Insurance of the S
of California. Policies issued by the State Compensation Fund meet the requirement for worC
compensation insurance.
H:\UBFlAf?WDMIMWPDATA\CN~UB-ADA.MOD a1
8
7-5 PERMITS
0 Modify the first sentence to read:
The agency will obtain, at no cost to the Contractor, all encroachment, right-of-way, grading
building permits necessary to perform work for this contract on City property, in streets, high
(except State highway right-of-way), railways or other rights-of-way.
Add the following:
Contractor shall not begin work until all permits incidental to the work are obtained.
7-8 PROJECT AND SITE MANAGEMENT
To Section 7-8.1, Cleanup and Dust Control, add:
Cleanup and dust control shall be executed even on weekends and other non-working da
the City’s request.
Add the following to Section 7-8:
7-8.8 Noise Control
All internal combustion engines used in the construction shall be equipped with mufflers in 1
repair when in use on the project with special attention to City Noise Control Ordinance No. :
Carlsbad Municipal Code, Chapter 8.48.
7-10 PUBLIC CONVENIENCE AND SAFETY a
Add the following to Section 7-1 0.4, Public Safety:
7-1 0.4.4 Safety and Protection of Workers and Public
The Contractor shall take all necessary precautions for the safety of employees on the worl
shall comply with all applicable provisions of Federal, State and Municipal safety laws
building codes to prevent accidents or injury to persons on, about, or adjacent to the prer
where the work is being performed. He/she shall erect and properly maintain at all tirn
required by the conditions and progress of the work, all necessary safeguards for the prote
of workers and public, and shall use danger signs warning against hazards created by
features of construction as protruding nails, hoists, well holes, and falling materials.
H:\UBRARYV\DMIMWPDATA\CNnUB-ADA.MOD 21
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7-13 LAWS TO BE OBSERVED
Add the following:
Municipal ordinances which affect this work include Chapter 11.06. Excavation and Gradi
If this notice specifies locations or possible materials, such as borrow pits or gravel beds, fc
in the proposed construction project which would be subject to Section 1601 or Section
of the Fish and Game Code, such conditions or modifications established pursuant to SE
1601 of the Fish and Game Code shall become conditions of the contract.
8 FACILITIES 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 to do with reductions in amoi
retent ion.
10 SURVEYlNG
Contractor shall employ a licensed land surveyor or registered civil engineer to pe
necessary surveying for this project. Requirements of the Contractor pertaining to this iter
set forth in Section 2-9.5 of the SSPWC. Contractor shall include cost of surveying service \
appropriate items of proposal. No separate payment will be made.
Survey stakes shall be set and stationed by the Contractor’s surveyor for curbs at 50’ intr
(25’ intervals for curves), curb returns at BCR, 1/4, 1/2, 3/4, and ECR, headers, sewers, I
drains, and structures (4 corners min.). Rough grade as required to satisfy cut of fill to fin1
grade (or flowline) as indicated on a grade sheet.
Contractor shall transfer grade hubs for construction and inspection purposes to crown line
grade of streets as required by Engineer.
Contractor shall protect in place or replace all obliterated survey monuments as per Section
of the Business and Professional Code.
Contractor shall provide Engineer with 2 copies of survey cut sheets prior to commei
construction of surveyed item.
11 WATER FOR CONSTRUCTION
The Contractor shall obtain a construction meter for water utilized during the construction i
this contract. The Contractor shall contact the appropriate water agency for requirements.
contractor shall include the cost of water and meter rental within appropriate items c
proposal. No separate payment will be made,
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H:\UBRARY\ADMIN\WPDATA\CNT\UB-ADA.MOD 2
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CARLSBAD LIBRARY ADA UPGRADE
SPECIAL PROVISIONS
11. CONSTRUCTION SPECIFICATIONS e INDEX TO SPECIFICATIONS
CITY OF CARLSBAD MAIN LIBRARY
1250 Carlsbad Village Drive
Carlsbad, California 92008
DIVISION 1 - GENERAL REQUIREMENTS
Section 01010 Summary of the Work
01030 Alternates
01035 Modification Procedures 01100 Alteration Procedures
01200 Project Meetings
01310 Construction Schedules
01340 Shop Drawings, Product Data and Samples
01500 Temporary Facilities and Controls
01600 Material and Equipment
01630 Product Options and Substitutions
01700 Contract Closeout
01710 Cleaning
DIVISION 2 - SITEWORK 0 Section 02072 Demolition for Remodeling
DIVISION 3 - CONCRETE
Section 03300 Cast-in-Place Concrete
DIVISION 4 - MASONRY (NOT USED)
DIVISION 5 - METALS
Section 05500 Metal Fabrications
05521 Stair Pipe Railings
DIVISION 6 - WOOD AND PLASTICS
Section 06200 Finish Carpentry and Millwork
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Section 07900 Sealants
DIVISION 8 - DOORS AND WINDOWS
Section 08111 Metal Door Frames
08211 Flush Wood Doors
08700 Finish Hardware
INDEX PAGE 1
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CARLSBAD LIBRARY ADA UPGRADE
a DIVISION 9 - FINISHES
Section 09260 Gypsum Board Systems 09310 Ceramic Tile 09650
09900 Painting Resilient Sheet Flooring and Base
DIVISION 10 - SPECIALTIES
Section 10165 Plastic Laminate Toilet Compartments
10800 Toilet Room Accessories
DIVISIONS 11 to 14 - NOT USED
DIVISION 15 - MECHANICAL
Section 15400 Plumbing Systems
DIVISION 16 - ELECTRICAL (NOT USED)
************
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INDEX PAGE 2
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 01010
SUMMARY OF THE WORK
1.01 SITE OF THE WORK
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Carlsbad City Main Library
1250 Carlsbad Village Drive Carlsbad, CA 92008
1.02 WORK COVERED BY CONTRACT DOCUMENTS
A. Consists of modifications to restrooms, stairs, and drir
fountain to upgrade them to Federal ADA and State Title Standards of Accessibility. Furnish all labor, materials
services and transportation, except as specifically excluded, which is required for the completion of the project in accordance with the construction documents.
1.03 NOMENCLATURE
A. The word "Architect" or "Engineer" as used in these Specifications shall mean the "Architect and the City oi Carlsbad Project Manager." The word "Owner" as used in these Specifications shall mean the "City of Carlsbad."
1.04 OCCUPANCY OF PREMISES
A. The surrounding premises will be occupied during perforn of work under this Contract. Confine operations at the E to the areas permitted under the Contract. Do not disti portions of the building beyond areas in which work is indicated. Cooperate fully with the Owner's representat during construction operations to minimize conflicts, nc
and to facilitate his usage of the building.
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1.05 PHASING AND TIMING OF THE WORK
A. Phase the administration area restroom construction so t one side will be usable at all times.
B. Work on the interior stair shall be limited as much as possible to the hours of 6 to 10 AM. All noisy work shi be limited to the hours of 6 to 10 AM.
1.06 GENERAL SUPERVISION AND LAYOUT
A. The General Contractor shall take complete charge and bc full responsibility of work under Divisions 1 through It Coordinate the work with that of all trades under the various Divisions to facilitate the completion of the wc Cooperate with subcontractors of other Divisions and ass wherever possible as far as construction requirements mc a demand. Distribute all Drawings required by subcontract
SUMMARY OF THE WORK
01010 - 1
CARLSBAD LIBRARY ADA UPGRADE
B. Supervision and Regulations: Provide full-time direct
supervision by a competent superintendent or foreman who experienced in general construction work applicable to t project for the entire life of contract.
C. Coordinate closely with the Owner’s Field Representative
all times for the entire life of the Contract.
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1.07 MUTUAL RESPONSIBILITY
A. Contractor shall perform work in proper sequence in rela to that of other contractors and subcontractors. Mechani contractors shall fit their piping into structure as jok conditions may demand. In case of conflicts, the final decisions as to the right-of-way and run of pipes, ducts etc., shall be made by Architect and Owner at pre-arranc meeting(s) with responsible representatives of Contractc
Architect and Owner. Contractors and subcontractors, wk requested, must attend these meetings. If principal of does not attend meetings, individual representing firm n
be a responsible representative of company who can bind
company to a decision at the meeting.
C. Contractor shall obtain complete data at site and inspec surfaces that are to receive his work before proceeding his work; shall be solely responsible for accuracy of
measurements and laying out of work; shall make good ani
errors or defects due to faulty measurements taken, information obtained, layout, or due to failure to repor discrepancies.
D. Notify Architect in writing in case of discrepancies bet existing work and Drawings or defects in such surfaces t are to receive work. Removal and replacement of work
applied to defective surfaces, in order to correct defec shall be done at expense of Contractor who applied work defective services.
B. Project meetings will be held at time designated by
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E. Use adequate numbers of skilled workmen who are thorougl
trained and experienced in the necessary crafts and who completely familiar with the specified requirements and methods needed for proper performance of the work.
1.08 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS
A. In general the Drawings will show dimensions, positions
kind of construction, and the Specifications will definc materials, qualities,and methods. Any work called for c
the Drawings and not mentioned in the Specifications, 01
vice versa, shall be performed as though fully set fort1
both. Work not particularly detailed, marked, or specij shall be the same as similar parts that are detailed, a marked, or specified.
SUMMARY OF THE WORK
01010 - 2
CARLSBAD LIBRARY ADA UPGRADE
B. The Drawings have been drawn to the indicated scales exc
where otherwise noted. Dimensions indicated by figures
numerals shall govern in all cases whether drawn to scal
not. Larger scale Drawings shall take precedence over
smaller scale Drawings. Drawings shall not be scaled fc dimensions.
C. It shall be the responsibility of the Contractor to be E thoroughly familiar with all details of the project,
including the work of his own forces and of all subcontractors, that the following shall be called to tl attention of the Architect for instructions before an el is made on the job: 1. Errors and omissions in the Drawings and Specificatj
2. Work on the Drawings or in the Specifications which, so constructed, would result in confusion or interference with other work or the work of other trades, including the location of fixtures or equipn
D. Should errors, discrepancies, or conflicts appear in thc Drawings or Specifications, the Contractor shall immedii notify the Architect, who will issue written instructior
to procedure. If the Contractor proceeds with the work affected,without instructions from the Architect, he shi remove the incorrect work or make the necessary correctj to comply with the Architect's instructions at no cost t the Owner.
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@ 1.09 SPECIFICATION FORMAT AND LANGUAGE
A. The Specifications are organized in sections of work bas upon the Construction Specification Institute's (c.S.1'~ Division format.
1. The organization of the Specifications in sections j not intended to imply trade responsibilities.
2. Section titles are not intended to limit the meanin< content of a section, or to be completely descriptii requirements specified within a section.
B. Specification sections are divided in 3 parts based up01 CSI's three-part section format. 1. Part 1 articles titled "Work Included" or "Section Includes" are not intended to limit the scope of a section or to imply a trade responsibility. These articles are merely a convenient listing of the significant items specified within a section.
2. Part 1 articles titled "Related Work" or "Related Sections" are provided as a convenient listing of
sections of work directly related to the work of a particular section. No assurance is given with res1 to the completeness of these listings.
C. The imperative language is used generally in the Specifications. These statements of instruction are directed to Contractor. e
SUMMARY OF THE WORK
01010 - 3
CARLSBAD LIBRARY ADA UPGRADE
D. Colons are used in the Specifications to list requiremer generally for products. The words "shall be" shall be supplied by inference where a colon (:) is used for SUC? * purpose.
1.10 MISCELLANEOUS GENERAL NOTES
A. The Contractor shall verify all dimensions on the Drawir
and shall immediately notify the Architect of any discrepancies prior to construction layout.
Contractor or sub-contractors, their errors or omissions
nor the safety in, on or about the job site.
C. Where construction details are not shown or noted for ar
part of the work, details shall be the same as for other similar work; for the trade involved. The Architect she be immediately notified of any alternate non-standard or untested method(s) proposed.
discrepancies between these documents and any applicable codes by the Agent involved with the governing agency hi jurisdiction. It is understood the "Field Inspector" fc such agency has final authority to approve/disapprove project construction and correctness of all code relatec items.
B. The Architect is not responsible for the performance of
D. The Architect shall be immediately notified of any
E. Contractor is responsible for appropriate hook-up of all
utilities required to support the work, including tempor and final.
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F. The Contractor shall determine locations of utility sen in the area, prior to any excavation for work. Contract shall also verify any and all utility locations specific otherwise noted on the Drawings.
G. Where the word "provide" is used, it shall mean that su(
item or service referred to shall be furnished and instc or that the Owner and Architect shall be furnished an alternative for their approval prior to purchase, fabrication or construction.
H. Miscellaneous items or work and materials necessary to complete the project, whether or not mentioned or descri in these specifications and allied documents, shall be provided.
Realizing delivery on some items may be slow, it is the responsibility of the General Contractor and all sub- contractors to order materials, equipment, etc. sufficic in advance to assure timely construction or installatior
Contractor shall be responsible for respective material:
I.
J. *
SUMMARY OF THE WORK
01010 - 4
CARLSBAD LIBRARY ADA UPGRADE
delivered to site. All materials shall be securely stor and kept dry before installation.
K. Contractor is responsible for clean-up per Section 01710
L. Contractor is responsible for and replacement of any darr
e
or defective equipment or work, before final acceptance the Owner.
M. During the entire construction period, it shall be the responsibility of the Contractor to maintain conditions the jobsite so as to meet in all respects the requiremen of the Occupational Safety and Health Act (OSHA). This provision shall cover the Contractor's employees and all other persons working on or visiting the site. To this the Contractor shall inform himself and his representati of OSHA standards.
N. All significant construction changes, alterations or deviations from the project construction documents shall immediately reported to the Architect by the Contractor.
Such revisions are those which significantly alter the design, structure or utilities as detailed and specified among the documents.
0. Where applicable, Contractor shall furnish and maintain protection fencing and all other required barricades, guardrails, warning signs, steps, lights and all other f of protection for life, limb and property as may be necessary and as required by local ordinances including U.B.C., Chapter 44.
a
P. The Contractor shall be solely and completely responsibl for conditions of the job site, including safety of all persons and property during performance of the work. Tk requirements shall apply continuously and not be limited
normal working hours. Engineers to conduct construction review of the Contract
performance is not intended to include review of the adequacy of the Contractor's safety measures, in, on, 01 near the construction site.
The duty of the Architect or
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 01030
ALTERNATES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
e
A. This section identifies each alternate by number, and describes the basic changes to be incorporated into the work, only when that alternate is made a part of the WOI
specific provisions in the Owner-Contractor Agreement.
1.02 RELATED REQUIREMENTS
A. The General Provisions and Division 1 are a part of, and
B. Bidding Documents: Quotation of cost of each alternate.
C. Owner-Contractor Agreement: Alternates accepted by Owner
D. Sections of the Specifications identified in each alterr
apply to, this Section.
inclusion into the work.
1.03 PROCEDURES
A.
B.
Alternates will be exercised at the option of the Owner.
Coordinate related work and modify surrounding work as
required to properly integrate the work under each alternate, and to provide the complete construction reqt
by contract documents.
C. Provide alternative bids to be added to or deducted fron amount of the base bid if the corresponding change in sc is accepted by the Owner.
including materials, installations, and fees.
Show the proposed alternative amounts opposite their prc description on the bid form.
0
D. Include within the alternative bid prices all costs,
E.
1.04 IDENTIFICATION AND DESCRIPTION OF ALTERNATES
ALTERNATE No. 1:
Provide thinset ceramic tile over existing terrazzo floor and wainscot in men's and women's public restrooms. See Section 05 Ceramic Tile.
ALTERNATE No. 2:
Provide thinset ceramic tile over existing terrazzo floor and i 0
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wainscot in lieu of Marlite, in men's and women's administratic restrooms. See Section 09310- Ceramic Tile. @ ALTERNATE NO. 3:
Replace exterior handrails and portion of concrete at west enti as per Drawings. I galvanized steel pipe rails as per Section 05521. Paint all ri gloss alkyd enamel as per Section 09900.
Finish of concrete slab to match existing.
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4D
ALTERNATES
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SECTION 01035 e MODIFICATION PROCEDURES
PART 1 - GENERAL
A. General: Work shall be accomplished in accordance with. contract documents. Changes in the contract documents w be made by addenda or change order.
B. Addenda: Changes or alterations of the approved documen. prior to the issuance of a construction contract and wil have the approval of the project manager and Owner.
C. Change Orders: Changes or alterations of the approved documents after a contract for the work has been let and will have the approval of the project manager and Owner. Change Orders will be initiated by and contain the
f ol lowing:
1. Change orders shall state the reason for the change shall show the addition or deduction from the contr price.
or written approval by the project manager and the Owner and shall be confirmed by the issuance of an approved change order.
Emergency changes to the work relating to the healt safety of persons at the construction site may be m immediately. These changes shall be documented and shall be followed by any necessary modifications an
subsequent approved change orders.
2. To prevent undue delay, changes may be made by verb
3.
0.
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MODIFICATION PROCEDURES
01035 - 1
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SECTION 01100
ALTERATION PROCEDURES
a
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Coordinate work of trades and schedule elements of alterations and renovation work by procedures and methoc expedite completion of the work.
B. In addition to demolition specified in Section 02072 anc that specifically shown, cut, move or remove items as necessary to provide access or to allow alterations, renovations and the work to proceed. Include such items 1. Repair or removal of hazardous or unsanitary condit
2. Removal of abandoned items and items serving no use purpose, such as abandoned piping, conduit and wirii
3. Removal of unsuitable or extraneous materials not m( for salvage, such as abandoned furnishings and equipment, and debris such as rotted wood, rusted mi and deteriorated concrete.
4. Cleaning of surfaces, and removal of surface finishi needed to install the work and finishes.
C. Patch, repair and refinish existing items to remain, to specified condition for each material, with a smooth ani clean transition to adjacent new items of construction.
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1.02 RELATED REQUIREMENTS
A. The General Provisions and Division 1 are a part of and apply to this section.
1.03 SCHEDULING
A. Before commencing any alteration or demolition work, su for review by the Architect and approval of the Owner, schedule showing the commencement date, the order, and completion dates for the various parts of this work.
B. Before starting any work relating to existing utilities (electrical, sewer, water, heat, gas, telephone, comput etc.) that will temporarily discontinue or disrupt serv to the existing building, notify the Owner 72 hours in advance and obtain the Owner's approval in writing befo proceeding with this phase of the work.
1.04 ALTERATIONS, CUTTING AND PROTECTION
A. Assign the work of moving, removal, cutting and patchin trades qualified to perform the work in a manner to cau
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least damage to each type of work, and provide means of returning surfaces to appearance of new work.
Perform cutting and removal work to remove minimum necessary, and in a manner to avoid damage to adjacent work. Cut finish surfaces such as masonry, tile, plaste metals, by methods to terminate surfaces in a straight n line at a natural point of division.
C. Make such explorations and probes as are necessary to ascertain any required protective measures before procee with demolition and removal. Provide shoring and bracin as to prevent any damage to existing structure.
D. Provide, erect, and maintain catch platforms, lights, barriers, weather protection, warning signs, and other i as required for proper protection of the Owner's and Contractor's employees, the public and adjacent construction.
Provide and maintain temporary protection of the existin structure designated to remain where demolition removal, work is being done, connections made, materials handled, equipment moved.
Take necessary precautions to prevent dust and dirt fron rising. Protect unaltered portions of the existing build affected by the operations under this section by dustprc partitions and other adequate means (See Section 01500).
G. Do not close or obstruct exitways, walkways, passageways stairways without the authorization of the Owner and loc fire department. Do not store or place materials in passageways, stairs, or other means of egress.
Be responsible for any damage to the existing structure contents resulting from the insufficiency of protection provided.
B.
a
E.
F.
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H.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Except as specifically indicated, maintain possession of materials and equipment being removed. Immediately remc from the site. Do not use in the completed work.
Carefully remove and salvage for reuse the following materials and equipment, to be retained by the Owner. Deliver and store where directed by Owner.
1. The portion of the wood handrail at the interior staj that is to be removed.
2. The deep service sink in the Janitor's Room.
B.
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C. Salvage sufficient quantities of cut or removed material replace damaged work of existing construction, when mate is not readily obtainable on current market.
1. Store salvaged items in a dry, secure place on site#
2. Do not incorporate salvaged or used material in the construction except with permission of Architect.
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2.02 PRODUCTS FOR PATCHING, EXTENDING AND MATCHING
A. General Requirements that work be complete:
1. Provide same products or types of construction as tf in existing structure, as needed to patch, extend 01 match existing work. a. Generally, contract documents will not define products or standards of workmanship present in existing construction; Contractor shall determir products by inspection and any necessary testin! and workmanship by use of the existing as a sam~ of comparison. 2. Presence of a product, finish, or type of construct: requires that patching, extending or matching shall performed as necessary to make work complete and consistent to identical standards of quality.
PART 3 - EXECUTION
3.01 PERFORMANCE
A. Patch and extend existing work using skilled mechanics \ are capable of matching existing quality or workmanship Quality of patched or extended work shall be not less tl that specified for the existing work.
3.02 ADJUSTMENTS
m
A. Where partitions are removed, patch floors, walls, and ceilings, with finish materials to match existing. 1. Where removal of partitions results in adjacent spac becoming one, rework floors and ceilings to provide smooth planes without breaks, steps, or bulkheads.
2. Where extreme change of plane of 1/2 inch or more occurs, request instructions from Architect as to mc of making transition.
B. Trim and refinish existing doors as necessary to clear 1 floors .
3.03 DAMAGED SURFACES
A. Patch and replace any portion of an existing finished surface which is found to be damaged, lifted, discolorec shows other imperfections, with matching material. 1. Provide adequate support of substrate prior to patcl the finish.
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2. Refinish patched portions of painted or coated surfi
in a manner to produce uniform color and texture ow entire surface.
3. When existing surface finish cannot be matched, ref. entire surface to nearest intersections.
*
3.04 TRANSITION FROM EXISTING TO WORK IN THIS CONTRACT
A. When work abuts or finishes flush with existing work, ml smooth and neat transition. Patched work shall match existing adjacent work in texture and appearance.
1. When finished surfaces are such that a smooth trans. with the work in this contract is not possible, terminate existing surface in a neat manner along a straight line at a natural line of division, and prc trim appropriate to finished surface.
3.05 CLEANING
A. Remove all dust and debris, caused by Contractor's operations, as the work progresses. Maintain the work a: in a neat and clean condition.
B. In Owner-occupied areas remove dust and debris, caused 1
C. Clean spillage, overspray and heavy collection of dust
Contractor's operations, daily.
Owner-occupied areas immediately.
D. See Section 01710 for further cleaning requirements.
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ALTERATION PROCEDURES
01100 - 4
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SECTION 01200 a PROJECT MEETINGS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included: To enable orderly review during progresi the work, and to provide for systematic discussion of problems, the Owner and Architect will conduct project meetings throughout the construction period.
1. The General Provisions and Division 1 are a part of apply to, this section.
2. The Contractor's relations with his subcontractors ( materials suppliers, and discussions relative there1 are the Contractor's responsibility and normally arc part of project meetings content.
B. Related Work:
1.02 SUBMITTALS
A. Agenda Items: To the maximum extent practicable, advisc the Owner at least 24 hours in advance of project meetii regarding items to be added to the agenda.
1. The Contractor shall compile an agenda and minutes (afterwards)of each project meeting, and will furnir copies to the Owner and Architect.
2. Recipients of copies may make and distribute such 0' copies as they wish.
B. Minutes: a.
1.03 QUALITY ASSURANCE
A. For those persons designated by the Contractor to attenc participate in project meetings, provide required autho: to commit the Contractor to solutions agreed upon in thc project meetings.
PART 2 - PRODUCTS
(No products are required in this section).
PART 3 - EXECUTION
3.01 MEETING SCHEDULE
A. Except as noted below for preconstruction meeting, projj
B. Coordinate as necessary to establish mutually acceptabl
meetings will be held as designated by the Owner.
schedule for meetings.
PROJECT MEETINGS 01200 - 1
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CARLSBAD LIBRARY ADA UPGRADE
3.02 MEETING LOCATION
A. The Owner will establish meeting location. To the maxim extent practicable, meetings will be held at the job sit
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3.03 PRECONSTRUCTION MEETING
A. Preconstruction meeting will be scheduled to be held wit 10 working days after the Owner has issued the Notice to
Proceed. 1. Provide attendance by authorized representatives of Contractor and major subcontractors.
B. Minimum Agenda: Data will be distributed and discussed at least the following items: 1. Organizational arrangement of Contractor’s forces an personnel, and those of subcontractors, materials suppliers, and Architect. 2. Channels and procedures for communication.
3. Construction schedule, including sequence of critica work. Phasing of Work.
4. Contract documents, including distribution of requir copies of original documents and revisions.
5. Processing of Shop Drawings and other data submitted the Architect for review.
6. Processing of bulletins, field decisions, R.F.I.‘s, change orders.
7. Rules and regulations governing performance of the b and
. 8. Procedures for safety and first aid, security, quali control, housekeeping, and related matters.
0
3.04 PROJECT MEETINGS
A. Attendance: 1. To the maximum extent practicable, assign the same person or persons to represent the Contractor at prc meetings throughout progress of the work.
invited to attend those project meetings in which tk
aspect of the work is involved.
2. Subcontractors, materials suppliers, and others may
B. Minimum Agenda:
1. Review, revise as necessary, and approve minutes of previous meetings.
2. Review progress of the work since last meeting, including status of submittals for approval.
3. Identify problems which impede planned progress.
4. Develop corrective measures and procedures to regair planned schedule.
5. Complete other current business.
C. Revisions to Minutes:
1. Unless published minutes are challenged in writing I
PROJECT MEETINGS
01200 - 2
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to the next regularly scheduled progress meeting, tl will be accepted as properly stating the activities decisions of the meeting.
2. Persons challenging published minutes shall reproduc and distribute copies of the challenge to all iridic, recipients of the particular set of minutes.
3. Challenge to minutes shall be settled as priority portion of "old business" at the next regularly
scheduled meeting.
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0
PROJECT MEETINGS 01200 - 3
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 01310
CONSTRUCTION SCHEDULES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
a
A. Promptly after award of the contract, prepare and submit the Owner estimated construction progress schedules for work, with subschedules of related activities which are essential to its progress.
B. Submit revised progress schedules monthly.
1.02 RELATED REQUIREMENTS
A. The General Provisions and Division 1 are a part of, and
B. Section 01340: Shop Drawings, Product Data and Samples.
apply to, this Section.
1.03 FORM OF SCHEDULES
A. Prepare schedules in the form of a horizontal bar chart.
1. Provide separate horizontal bar for each trade or
2. Horizontal Time Scale: Identify the first work day
3. Scale and Spacing: To allow space for notations anc
4. Minimum Sheet Size: 30" by 42".
operation.
each week.
future revisions.
4D
B. Format of Listings: The chronological order of the star
C. Identification of Listings: By major specification sect
each item of work.
numbers or trades.
1.04 CONTENT OF SCHEDULES
A. Construction Progress Schedule: 1. Show the complete sequence of construction by activj
2. Show the dates for the beginning, and completion of, each element of construction.
3. Show projected percentage of completion for each ite of the first day of each month.
B. Submittals schedule for Shop Drawings, Product Data and Samples : Show:
1. The date for Contractor's submittals.
2. Dates that reviewed Shop Drawings, Product and Sampl are needed.
CONSTRUCTION SCHEDULES
01310 - 1
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CARLSBAD LIBRARY ADA UPGRADE
1.05 PROGRESS REVIEW
A. Indicate progress of each activity to date of submissior
B. Show changes occurring since previous submission of
0
s c hedule :
1. Major changes in scope.
2. Activities modified since previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact or
2. Corrective action recommended, and its effect.
3. The effect of changes on schedules of other prime
C.
schedule.
contractors.
1.06 SUBMISSIONS
A. Submit initial schedules within 15 days after award of contract. 1. Owner and Architect will review schedules and returr
2. If required, resubmit within 7 days after return of
3. Submit revised progress schedules with each application
C. Submit the number of opaque reproductions which the
review copy within 10 days after receipt.
review copy.
payment.
Contractor requires, plus 3 copies which will be retaine the Owner and Architect.
a
1.07 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Job site file
2. Subcontractors
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractoi writing, any problems anticipated by the projections shc in the schedules.
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CONSTRUCTION SCHEDULES
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SECTION 01340
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
0
A. Submittal procedures for Shop Drawings, Product Data and Samples required by Contract Documents.
1.02 RELATED REQUIREMENTS
A. The General Provisions and Division 1 are a part of, and
B. Section 01310: Construction Schedules.
C. Section 01630: Product Options and Substitutions.
D. Designate in the construction schedule, or in a separate coordinated schedule, the data for submission and dates reviewed Shop Drawings, Product Data and Samples will be needed.
apply to, this Section.
1.03 SHOP DRAWINGS
A. Drawings shall be presented in a clear and thorough manr
1. Details shall be identified by reference to sheet ar detail,.schedule or room numbers shown on contract drawings.
0.
B. Minimum Sheet Size: 12" x 18".
1.04 PRODUCT DATA
A. Preparation Clearly mark each copy to identify pertinent product models. 1.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls.
B. Manufacturer's Standard Schematic Drawings and Diagrams 1. Modify Drawings and diagrams to delete information i
2. Supplement standard information to provide informat.
C. Where the specifications require manufacturer's printed installation directions, submit duplicate copies of sucl directions with samples submitted for approval.
is not applicable to the work.
specifically applicable to the work.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
01340 - 1
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CARLSBAD LIBRARY ADA UPGRADE
1.05 SAMPLES
A. Office samples shall be of sufficient size and quantity clearly illustrate:
1. Functional characteristics of the product, with
2. Full range of color, texture and pattern.
1. Contractor shall erect, at the project site, at a
2. Size of Area: That specified in the respective
3. Fabricate each sample and mockup complete and finish
4. Remove mock-ups at conclusion of work or when accept
e
integrally related parts and attachment devices.
B. Field samples and mock-ups:
location acceptable to the Architect.
specification section.
to the Architect.
1.06 CONTRACTOR'S RESPONSIBILITIES
A. Review Shop Drawings, Product Data and Samples prior to
B. Determine and verify:
submission.
1. Field Measurements
2. Field construction criteria
3. Catalog numbers and similar data
4. Conformance with specifications
of the contract documents. Certify that this coordinati has been performed by affixing the Contractor's review E and signature to each submittal.
C. Coordinate each submittal with requirements of the work *
D. Submit Shop Drawings or catalog sheets, in sufficient ti to allow for a minimum period of ten working days for tk Architect to check and process them. (Fifteen working c if consultants or Owner must check them).
E. Contractor's responsibility for errors and omissions in submittals is not relieved by Architect's review of
submittals.
F. Contractor's responsibility for deviations in submittals from requirements of contract documents is not relieved Architect's review of submittals, unless Contractor has specifically identified each deviation from contract documents and Architect has given written acceptance of
specific deviation.
G. Begin no fabrication or work which requires submittals 1 return of submittals with Architect stamp initialed and indication to proceed.
H. After Architect's review, distribute copies to all affec subcontractors.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 2
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I. Maintain an accurate submittal log for the duration of construction period, show status of each submittal. Mal log available to Architect for review.
1.07 SUBMISSION REQUIREMENTS
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A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in 1 work or in the work of any other contractor. Make submittals far enough in advance of scheduled dates for installation to provide time required for Architect's ai consultants' reviews, for securing necessary agency and governmental approvals, for possible revisions and resubmittals, and for placing orders and securing delivt
1. Shop Drawings: Submit one reproducible transparenc: each sheet and two blueline'or blackline prints of t sheet. Multiple blueprint submittals will not be acceptable.
2. Product Data: Submit the number of copies which thc Contractor requires, plus two which will be retainec the Architect. Submit a maximum of four copies.
3. Samples: Submit the number stated in each specifici section. If no amount stated, submit two samples of type.
C. Accompany submittals with transmittal letter, in duplic,
B. Number of submittals required:
containing:
1. Date
2. Project title and number
3. Contractors name and address
4. Number of each shop drawing, product data and samplc
5. Notification of deviations from contract documents.
6. Other pertinent data.
D. Submittals shall contain:
1. The date of submission and the dates of any previou submissions. 2. The project title and number
3. Contract identification
4. The names of: a. Contractor b. Supplier c. Manufacturer
section number.
4D
submitted.
5. Identification of the product, with the specificatii
6. Field Dimensions, clearly identified as such.
7. Relation to adjacent or critical features of the wo
8. Applicable standards, such as ASTM or Federal
9. Identification of deviations from contract document
10. Identification of revisions on resubmittals.
materials.
Specification Numbers.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 3
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CARLSBAD LIBRARY ADA UPGRADE
11. A 4 x 8 in. blank space for Contractor and Architect stamps. 12. Contractor's stamp, initialled or signed, certifyins review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the work and of contract docume Drawings found to be inaccurate or otherwise in errc are to be returned to the subcontractor for correcti before submitting them to the Architect.
E. "Or Equal" 1. Where the phrase "or equal" or "or equal as approvec the Architect", occurs in the contract documents, dc assume that the materials, equipment, or methods wil approved as equal unless the item has been specifia so approved for this work by the Architect, in accordance with Section 01630 provisions.
2. The decision of the Architect shall be final.
a
1.08 RESUBMISSION REQUIREMENTS
A. Make any corrections or changes in the submittals requir
B. Shop Drawings and Product Data:
by the Architect and resubmit.
1. Revise initial drawings or data, and resubmit as
2. specified for the initial submittal. Indicate any changes which have been made other thar those requested by the Architect.
C. Samples: Submit new samples as required for initial
0
submittal.
1.09 DISTRIBUTION
A. Review comments of the Architect will be shown on the reproducible or sepia transparency when it is returned t the Contractor. The Contractor shall make and distribut such copies as are required for his purposes.
1. Job site file 2. Record documents file
3. Other affected contractors
4. Subcontractors
5. Supplier or fabricator
B. Distribute copies of final submittals to:
1.10 ARCHITECT'S DUTIES
A. Review submittals with reasonable promptness and in accc with schedule.
B. Review for:
1. Design concept of project.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
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2. Information given in contract documents.
C. Review of specific items does not indicate review of an
D. Affix stamp and initials or signature, and indicate res1
E. Return submittals to Contractor for distribution, or foi
a assembly of which the item is a component.
to submittal.
resubmission.
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SECTION 01500
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.01 RELATED REQUIREMENTS
a
A. The General Provisions and Division 1 are a part of, ant apply to, this section.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with Federal, State and local codes and regulatil and with utility company requirements.
Comply with National Electric Code. B.
1.03 TEMPORARY ELECTRICITY AND LIGHTING
A. Connect to existing service. Provide branch wiring and
distribution boxes located to allow service and lightin means of construction-type power cords. Owner will pay costs of energy used.
natural light is not adequate for work, and for areas accessible to the public.
C. Permanent lighting may be used during construction. Ex and supplement with temporary facilities as required to
maintain specified conditions. Maintain lighting and m routine repairs.
Provide properly configured NEMA polarized outlets to prevent insertion 110-120 volt plugs into higher voltag outlets. Provide receptacle outlets equipped with grou fault circuit interrupters, reset button and pilot ligh for connection of power tools and equipment.
grounded extension cords; use hard-service cords where exposed to abrasion and traffic. Use waterproof connect
B. Provide artificial lighting for all areas of work when
a.
D.
Provide
1.04 TEMPORARY WATER
A. Make connections to existing facilities; provide water construction purposes; Owner will pay costs of water us
B. Install branch piping with taps located so that water i available throughout the construction by the use of hos
C. Do not wash supplies (ex.- clean paint brushes) in exis lavatories and sinks, unless approved by Owner.
TEMPORARY FACILITIES AND CONTROLS 01500 - 1
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CARLSBAD LIBRARY ADA UPGRADE
1.05 TEMPORARY HEAT AND VENTILATION
A. Provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitatc progress of the work, to meet specified minimum conditic for the installation of materials, and to protect mater and finishes from damage due to temperature or humidity
B. Provide adequate forced ventilation of enclosed areas fc curing of installed materials, to disperse humidity, ani prevent hazardous accumulations of dust, fumes, vapors I gases.
II)
1.06 TELEPHONE SERVICE
A. Library's telephones may not be used by Contractor.
1.07 SANITARY (TEMPORARY CONSTRUCTION TOILET) FACILITIES
A. While existing facilities are not available, provide an maintain five chemical toilet enclosures, located on th sidewalk, just north of the bookdrop. Service toilets minimum of once weekly or more as needed.
B. Existing building restroom facilities shall not be used Contractor.
1.08 FIRE PROTECTION
A. Provide adequate fire extinguishers on the premises dur the course of construction, of the type and size recommended by the NBFU and required by governing authorities, to control fire resulting from particular being performed. Instruct employees in their use. Pla extinguisher in the immediate vicinity of the work bein performed, ready for instant use. In the use of especi hazardous types of equipment such as acetylene torches, welding equipment, tar pots, kettles, salamanders, etc. work shall be commenced or equipment used unless fire extinguishers or an approved type and capacity are plac in the working area and available for immediate use by workman using the above-mentioned equipment.
e
1.09 ENCLOSURES
A. Provide temporary plywood partitions (minimum 8 feet hi and ceilings as required to separate work areas from Ow occupied areas, to prevent penetration of dust and mois into Owner occupied areas, and to prevent damage to existing areas and equipment. Construction: Framing a sheet materials with closed joints and sealed edges at intersections with existing surfaces; STC rating 35 in accordance with ASTM E490. Flame spread rating of 25 in accordance with ASTM E84. Locate as per Drawings and as Owner's and Fire Marshal's prior approval.
TEMPORARY FACILITIES AND CONTROLS
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1.10 BARRIERS
A. Provide barricades, lights and other form of protection required by governing authorities including Uniform Building Code, Chapter 44.
B. Provide as required to prevent public entry to construci
areas, to provide for Owner's use of site, and to protec
existing facilities and adjacent properties from damage from construction operations.
C. Provide barriers around trees and plants designated to
remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water.
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1.11 CLEANING DURING CONSTRUCTION
A. Control accumulation of waste materials and rubbish;
periodically dispose of off-site.
maintain areas free of dust and other contaminants durii finishing operations.
B. Clean interior areas prior to start of finish work,
C. See also Section 01710 - "Cleaning."
1.12 TEMPORARY SIGNS
A. Allow no advertising signs to be displayed. e
1.13 FIELD OFFICES AND SHEDS; DUMPSTER
A. Do not place temporary field offices, layout tables, or storage sheds at site (interior or exterior) without pr. approval of Owner.
B. Dumpster: Locate a covered dumpster at first handicappec parking stall by east entrance.
1.14 REMOVAL
A. Remove temporary materials, equipment, services, and
construction prior to substantial completion inspection
B. Clean and repair damage caused by installation or use 0:
temporary facilities. Restore existing facilities used
during construction to specified, or to original condit.
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TEMPORARY FACILITIES AND CONTROLS
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PART 2 - PRODUCTS
@ 2.01 MATERIALS, GENERAL
A. Materials for temporary facilities may be new or used, f
shall be adequate in capacity for the required usage, nc
create unsafe conditions, and shall not violate requirements of applicable codes and standards.
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TEMPORARY FACILITIES AND CONTROLS
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.01 SUMMARY
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A. This section specifies administrative and procedural requirements governing the Contractor's selection and handling of products for use in the project.
including, but not necessarily limited to, those descrik in this section.
B. Protect products scheduled for use in the work by means
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and
B. Section 01010: Summary of the Work.
C. Section 01500: Temporary Facilities and Controls.
D. Section 01630: Product Options and Substitutions.
E. Additional procedures also maybe prescribed in other
apply to this Section.
sections of these specifications.
1.03 REQUIREMENTS INCLUDED
0
A. Material and equipment incorporated into the work:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type and quality specified,
3. Manufactured and fabricated products: as specifically approved in writing by the Architect
a. Design, fabricate and assemble in accord with tk best engineering and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gauges to be interchangeable# c. Two or more items of the same kind shall be identical, by the same manufacturer. d. Products shall be suitable for service conditio1 e. Equipment capacities, sizes and dimensions show specified shall be adhered to unless variations specifically approved in writing.
4. Do not use material or equipment for any purpose otl: than that for which it is designed or is specified.
1.04 WORKMANSHIP
A. Comply with industry standards except when more restricl tolerances or specified requirements indicate more rigic
MATERIAL AND EQUIPMENT
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standards or more precise workmanship.
Perform work by persons qualified to produce WorkmanshiF specified quality. Use adequate numbers of skilled work who are thoroughly trained and experienced in the necess crafts and who are completely familiar with the specifie requirements and the methods needed for proper performan of the work.
C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.
B. 4B
1.05 MANUFACTURERS' INSTRUCTIONS
A. When work is specified to comply with manufacturers' recommendations and/or instructions, submit copies as specified in Section 01340, distribute copies to persons involved, and maintain one set in field office.
B. Perform work in accordance with details of manufacturer' instructions and specified requirements. Should a confl exist between specifications and instructions, consult M Architect.
C. Except as otherwise approved by the Architect, determine comply with manufacturer's recommendations on product delivery, handling, storage, and protection. e . 1.06 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accord with constructi schedules, coordinate to avoid conflict with work and conditions at the site. Minimize storage time at jobsit
1. Deliver products in undamaged condition, in manufacturer's original containers or packaging, wit identifying labels intact and legible. 2. Immediately on delivery, inspect shipments to assurc compliance with requirements of contract documents i approved submittals, and that products are properly protected and undamaged.
B. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging.
Coordinate delivery with installation time to ensure mi1 holding time for items that are flammable, hazardous, e? damaged, or sensitive to deterioration, theft and other
losses.
1.07 STORAGE
C.
A. Store products in accord with manufacturer's instructioi with seals and labels intact and legible.
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1. Store products subject to damage by the elements in
2. Maintain temperature and humidity within the ranges weathertight enclosures. 0 required by manufacturer's instructions.
B. Exterior Storage 1. Store fabricated products above the ground, on blocj or skids, and prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings. Provide adequate ventil,
to avoid condensation. Storage area must be approvc Owner.
C. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored produc. assure that products are maintained under specified
conditions, and free from damage or deterioration.
1.08 PROTECTION
A. Protect finished surfaces, including jambs and soffits ( openings used as passageways, through which equipment a materials are handled.
B. Provide protection for finished floor surfaces in traff areas prior to allowing equipment or materials to be mo? over such surfaces.
C. Maintain finished surfaces clean, unmarred, and suitabl e protected until accepted by the Owner.
1. Provide substantial coverings as necessary to prote installed products from damage from traffic and subsequent construction operations. Remove when no longer needed.
D. Protection After Installation:
1.09 PACKAGING
A. Deliver products to the job site in their manufacturer' original container, with labels intact and legible.
1. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and unsuitable ite: from the job site, and promptly replace with materi meeting the specified requirements, at no additiona
cost to the Owner.
B. The Architect may reject as non-complying such material
products that do not bear identification satisfactory t Architect as to manufacturer, grade, quality, and other pertinent information.
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1.10 REPAIRS AND REPLACEMENTS
A. In the event of damage, promptly make replacements and repairs to the approval of the Architect and at no additional cost to the Owner.
B. Additional time required to secure replacements and to n repairs will not be considered by the Architect to justj an extension in the contract time of completion.
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1.11 AVAILABILITY OF SPECIFIED ITEM
A. Availability of Specified Items: 1. Verify prior to bidding that all specified items wil available in time for installation during orderly ar timely progress of the work. 2. In the event specified item or items will not be so available, so notify the Architect prior to receipt bids.
3. Costs of delays because of non-availability of specj items, when such delays could have been avoided by t Contractor, will be back-charged as necessary and SI not be borne by the Owner.
1.12 VISUAL MATCHING AND SELECTION
A. Where specifications require matching an established sar the Architect's decision will be final on whether a pro1 product matches satisfactorily.
B. Where specified product requirements include the phrase "...as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a prc
and manufacturer that complies with other specified requirements. The Architect will select the color, pat1 and texture from the product line selected.
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1.13 INSTALLATION OF PRODUCTS
A. Comply with manufacturer's instructions and recommendat:
for installation of products in the applications indica1 Anchor each product securely in place, accurately locatf
and aligned with other work.
B. Clean exposed surfaces and protect as necessary to ensu: freedom from damage and deterioration at time of substai
completion.
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SECTION 01630
PRODUCT OPTIONS AND SUBSTITUTIONS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
@
A. Products list schedule.
B. Furnish and install materials and equipment specified, t options and conditions for substitutions specified in tf section.
C. Contractor product options and substitution requirements
D. Substitution request form.
1.02 RELATED REQUIREMENTS
A. The General Provisions and Division 1 are a part of and
B. Section 01340: Shop Drawings, Product Data and Samples
apply to this Section.
1.03 CONTRACT REQUIREMENTS
A. The agreement between the Owner and the Contractor (Contract) establishes the work based on the standards ( quality established in the contract documents.
By submitting a bid and by executing the agreement betwc the Owner and the Contractor, the Contractor has acceptc the requirement and responsibility to verify, prior to submittal of bid, that the specified products and mater. are, or will be, available and to place orders for all
required materials and equipment in sufficient time for
items to arrive on site; be prepared for installation; i be installed to meet the construction schedule agreed u] by the Owner and Contractor.
substitution of materials, equipment or methods of construction specified in the contract documents, excepl they may be specifically stated in writing, in accordanc with this Section.
a
B.
C. The Owner or the Architect have not agreed to any
1.04 PRODUCTS LIST
A. Within 15 calendar days after date of "Notice to Proceec submit to the Architect a complete list of major materit items and all specific equipment items proposed to be UI along with the name of the manufacturer and the install. sub-contractor.
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B. List materials and equipment by specification section n and title, and generic name used in contract documents. Coordinate the product list with the Contractor's sched * of submittals.
C. For material and equipment specified only by reference standards, such as ASTM, Federal Specification, etc., 1 for each product: 1. Name and address of manufacturer.
2. Trade Name.
3. Model or catalog designation.
4. Manufacturer's data indicating compliance with: a) Reference Standards b) Performance Test Data
D. Architect's Action: The Architect will respond in writ to the Contractor within 1 week of receipt of the compl product list schedule. No response within this time pe constitutes no objection to listed manufacturers or products, but does not constitute a waiver of the requirement that products comply with contract document The Architect's response will include a list of unaccep product selections, containing a brief explanation of reasons for this action.
1.05 CONTFtACTOR'S PRODUCT OPTIONS
A. For materials and equipment specified by naming one manufacturer and/or model number, without stating that materials or equipment may be used, followed by "No Substitute" : 1. There is no option; only the material or equipment specified shall be used.
2. If a specified material or equipment item becomes I' available" after the date of "Notice to Proceed", t Contractor shall: a) Provide the Architect with a copy of written "N of Non-availability" from supplier and manufact within 3 calendar days of receipt by the instal contractor or subcontractor. Provide the Architect with written evidence tha installing contractor or subcontractor had plac order with the supplier and/or manufacturer on date in sufficient time for item to be incorpor into the work. Written evidence to be copy of purchase order and written confirmation of orde receipt from supplier and manufacturer. Submit proposed alternate material and/or equip item as specified in paragraph 1.06 of this sec
B. Whenever in the specifications any material, article or process is indicated or specified by trade, patent or proprietary name of manufacture, such specification, un designated "No Substitution", shall be deemed to be fol by the words "or equal", as approved in writing by the
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b)
c)
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and Architect.
C. For materials and equipment specified by naming one manufacturer and/or model number followed by a listing ( acceptable alternate manufacturers:
1. Provide specified item or
2. Provide item of alternate manufacturer listed that r
3. Submit a "Request for Substitution" for alternate
0
the function and quality of the specified item, or
materials and/or equipment as specified in paragrapl 1.06 of this section.
D. For materials and equipment specified by reference standards:
1. Provide products from any manufacturer meeting that
E. For materials and equipment specified by name and/or mot
standard.
number, followed by "or equal":
1. The material and/or equipment specified by name establishes the required standard of quality and function.
2. Alternate materials and equipment proposed to be us( shall in all ways equal or exceed the qualities of 1 specified materials and equipment.
3. Submit a "Request for Substitution" for alternate materials and equipment as specified in Paragraph 1 of this section.
F. Where the phrase "or equal" or "or equal as approved by Architect," occurs in the contract documents, do not as, that the materials, equipment, or methods will be appro- as equal unless the item has been specifically so appro' for this work by the Architect, under the provisions of section.
e.
1.06 SUBSTITUTIONS
A. Within 30 calendar days after "Notice to Proceed", the Architect will consider requests from the Contractor fo
substitutions. Subsequently, requests for substitution be considered or rejected at the discretion of the Architect.
B. Submit separate request for each substitution. Completi enclosed "Substitution Request Form" for each requested substitution.
C. It is the responsibility of the Contractor, subcontract1 and materials supplier to provide all data to prove the required substitution complies with & specified requirements.
substantiating compliance of proposed substitution with D. Document each request separately with complete data
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contract documents including:
1. Product identification, including manufacturer's nilI address, telephone number and name of local product representative. 2. Manufacturer's literature, including: a) Product Description. b) Reference Standards. c) Performance and Test Data.
3. Samples, as applicable.
4. name and address of similar projects on which produc has been used and date of each installation.
E. Provide an itemized comparison of the proposed substitul
evaluation matrix consisting of two columns that COI & of the product's characteristics, restrictions, cost, guarantees, availability, etc. of the specific item side by side.
II)
with product specified. 1. Comparison shall be made in the form of a product
2. Data relating to changes in construction schedule.
3. Any effect of substitution on separate contracts.
4. List of changes required in other work or products.
5. Accurate cost data comparing proposed substitution i product specified including amount of any net changc contract sum.
6. Designation of availability of maintenance services sources of replacement materials.
F. Substitutions will not be considered when they are indic or implied on shop drawings or product data submittals without separate "Substitution Request Form," when requc are made directly by a subcontractor or supplier, or whc acceptance will require substantial revision of contrac. documents.
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G. Submitted request constitutes a representation that the Contractor: 1. Has investigated proposed product and determined th, meets or exceeds, in all respects, the specified product.
2. Will provide the same guarantee, maintenance servici availability of replacement parts, for substitution for specified product.
3. Will coordinate installation and make other changes which may be required for work to be complete in a1
respects. 4. Waives claims for additional costs which may subsequently become apparent.
H. Do not substitute materials, equipment, or methods unle such substitution has been specifically accepted by the Architect, on the "Substitution Request Form."
Approval of any substitution shall not relieve Contract from responsibility requirements specified in the contr I.
PRODUCT OPTIONS AND SUBSTITUTIONS 01630 - 4
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documents. No approved substitution shall result in an increase in costs to the Owner. The Owner shall receivf full benefit of any cost reduction on an approved substitution; such approval will be set forth in a cham order.
1.07 DELAYS
0
A. Delays in construction due to Contractor-proposed substitutions will not be considered by the Architect 0: Owner as justifying an extension of the agreed time of completion.
B. All submittals for proposed substitutions shall be made sufficiently in advance to allow for a reasonable evalu, period and shall not cause any delay in the agreed upon construction schedule.
1.08 ARCHITECT'S SUBSTITUTION EVALUATION
A. Architect will review Contractor's proposed substitutioi
B. Architect will reject any Contractor-proposed substitut submittal, without review, if it does not conform to thc requirements specified in this section.
substitution and will notify Contractor of acceptance 0: rejection, in writing, on the substitution request form within a reasonable time. The decision of the Architec. shall be final.
submittal and substantiating data.
C. Architect will determine acceptability of proposed 0
1.09 SUBSTITUTION REQUEST FORM
A. The following substitution request form shall be submit. along with all substantiating data for any substitution
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SUBSTITUTION REQUEST FORM
TO:
PROJECT:
SPECIFIED ITEM:
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SECTION PAGE PARAGRAPH DESCRIPTION
THE UNDERSIGNED REQUESTS CONSIDERATION OF THE FOLLOWING:
PROPOSED SUBSTITUTION:
ATTACHED DATA INCLUDES PRODUCT DESCRIPTION, SPECIFICATIONS,
DRAWINGS, PHOTOGRAPHS, PERFORMANCE AND TEST DATA ADEQUATE F( EVALUATION OF THE REQUESTS; APPLICABLE PORTIONS OF THE DATA CLEARLY IDENTIFIED.
ATTACHED DATA ALSO INCLUDES COMPLETE DESCRIPTION OF CHANGES CONTRACT DOCUMENTS WHICH PROPOSED SUBSTITUTION WILL REQUIRE ITS PROPER INSTALLATION.
FILL IN BLANKS BELOW:
A. REASON FOR SUBSTITUTION REQUEST: 1. VALUE ENGINEERING ITEM:
2. SCHEDULING/AVAILABILITY:
3. OTHER: (EXPLAIN)
B. COST DATA ASSOCIATED WITH SUBSTITUTION REQUEST: . 1. CREDIT OFFERED:
2. NO CHANGE IN COST:
3. INCREASE IN COST: PROVIDE ITEMIZED COST DATA FOR SUBSTITUTION REQUEST ITEI SUBSTANTIATE CREDIT, NO CHANGE IN COST, OR INCREASE IN 1 AS APPLICABLE.
a
C. DIFFERENCES BEmEEN PROPOSED SUBSTITUTION AND SPECIFIED ITEMS: (PROVIDE SIDE-BY-SIDE COMPARISON).
D. MANUFACTURER’S GUARANTEES OF THE PROPOSED AND SPECIFIED
ITEMS
SAME DIFFERENT(EXPLA1N ON ATTACHMEN
THE UNDERSIGNED STATES THAT THE FOLLOWING PARAGRAPHS, UNLESS MODIFIED ON ATTACHMENTS, ARE CORRECT:
1. THE PROPOSED SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN
DRAWINGS.
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SUBSTITUTION REQUEST FORM - PAGE TWO
2. THE UNDERSIGNED WILL PAY FOR CHANGES TO THE BUILDING DESIGN INCLUDING ENGINEERING DESIGN, DETAILING, AND CONSTRUCTION C( CAUSED BY THE REQUESTED SUBSTITUTION. 3. THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OT1 TRADES, THE CONSTRUCTION SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS.
4. MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR PROPOSED SUBSTITUTION.
I)
THE UNDERSIGNED FURTHER STATES THAT THE FUNCTION, APPEARANCE, i QUALITY OF THE PROPOSED SUBSTITUTION ARE EQUIVALENT OR SUPER101 THE SPECIFIED ITEM.
SUBMITTED BY:
SIGNATURE :
FIRM: ACCEPTED ACCEPTED AS NOTED
FOR USE BY ARCHITECT/ENGINEER:
ADDRESS: NOT ACCEPTED RECEIVED TOO LATE
BY:
TELEPHONE: DATE :
DATE : REMARKS :
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ATTACHMENTS :
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SECTION 01700
CONTRACT CLOSEOUT
1.01 GENE-
a
A. Compliance with the contents of this section is a
B. Related requirements:
prerequisite to the contract closeout and final payment<
1. The General Provisions and Division 1 are a part of
2. Section 01710: Cleaning shall apply to this Section.
1.02 SUBMITTALS
A. The Owner and Architect will not authorize final paymenl until the following materials have been received: 1. Project Record Documents (Notated Drawings and
2. Operation and Maintenance Data.
3. Written Guarantees, Warranties and Bonds.
4. Records of all Inspections and Tests.
5. Lien Releases from all suppliers and subcontractors
6. Evidence of compliance with requirements of governmc
Specifications).
the filing period has not expired.
agencies having jurisdiction including, but not necessarily limited to: a. Certificates of Inspection.
b. Certificates of occupancy.
7. List of subcontractors, service organizations, and principal vendors, including names, addresses, and telephone numbers.
a.
1.03 CLEANING
A. See Section 01710 for additional requirements.
B. Prior to final completion or Owner's occupancy or the a of work, thoroughly clean all new work and affected structures, including all fixtures, equipment, walls, walkways, steps, ceilings, floors and hardware. 1. Completely remove dust, dirt, stains, handmarks, pa spots, and plaster droppings from all surfaces. Cle and polish metal surfaces using only noncorrosive a nonabrasive materials. Wash ceramic surfaces and p glazed surfaces. Clean and polish plumbing fixtures and lighting fix free of rust, dirt, dust, stains or waste material. Clean and service equipment and plumbing fixtures a
leave ready to use.
3. Wash and mop terrrazzo, vinyl, and ceramic floors f of streaks or stains. Clean resilient flooring in accordance with manufacturers instructions. Vacuum carpets.
2.
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4. Correct any cleaning deemed deficient immediately as directed.
B. Rubbish and Waste Materials:
1. Provide trash containers on the site for duration ol project construction.
2. Remove waste material, debris and rubbish from the E periodically and prior to final completion.
3. Dispose of no rubbish or waste material on site, exc in portable containers. Do not temporarily dump concrete, plaster, oil, gas, cleaning fluids or othc deleterious matter on site. Remove damaged soil in landscape areas to a minimum depth of 12 inches and dispose of off site.
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1.04 FINAL INSPECTION
A. Perform the following prior to final inspection: 1. Remove all temporary facilities and dumpsters from I site.
2. All new and renovated plumbing and mechanical equip1 shall operate quietly and free from vibration. Pro1 adjust, repair, balance or replace any equipment producing objectionable noise or vibration. All syr shall operate without humming, surging, or rapid cy(
B. After all requirements for the final inspection have bet completed, the Contractor shall notify the Owner to perj the final inspection. Notice shall be given at least thi days in advance of the time the final inspection is to 1 performed .
accompany the Owner on the final inspection tour as wel: any principal subcontractors that the Owner may request present.
If the Work has been completed in accordance with the
contract documents and no further corrective measures ai
required, the Owner will accept the project and will fi.
for the Notice of Completion.
E. If the Work has been substantially completed in accordai with the contract documents and only minor corrective measures are required, the Owner will prepare a punchli! work to be corrected. Upon completion of the punchlist items, the Owner shall file for the Notice of Completioi
F. Upon acceptance of the project by the Owner, Contractor shall submit his request for final and acceptance paymei Final payment will not be made by the Owner until thirt: five (35) days after filing for the Notice of Completioi
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C. The Contractor or his authorized representative shall
D.
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1.05 PROJECT RECORD DOCUMENTS
A. Obtain from the Owner and maintain in the field office a the jobsite, a complete record set of fresh blueline pri
B. Periodically up-date this set of prints to show every cf: from the original contract drawings.
C. Mark the record set prints to show the precise location concealed work and equipment, including concealed or embedded piping and conduit, invert elevations of pipins conduit outside of the building perimeter.
D. Thoroughly coordinate changes within the record document making adequate and proper entries on each page of specifications and each sheet of drawings and other documents where such entry is required to show the chanc properly.
E. Accuracy of records shall be such that future search for items shown in the contract documents may rely reasonabl information obtained from the approved project record documents.
*
F. Make entries within 24 hours after receipt of informatic
G. Maintain the job set of record documents completely
that the change has occurred.
protected from deterioration and from loss and damage ur completion of the work.
H. Making entries on Drawings:
1. Using an erasable colored pencil (not ink or indelik pencil), clearly describe the change by graphic linf note as required. 2. Date all entries. 3. Call attention to the entry by a "cloud" drawn aroux the area or areas affected.
4. In the event of overlapping changes, use different colors for the overlapping changes.
4D
I. Do not use the record set for any purpose other than as record set.
Upon completion of the work forward the record set to tl Architect for his review.
1.06 OPERATIONS AND MAINTENANCE DATA
J.
A. See Division 15 (Plumbing) for additional requirements.
B. Operation Test: 1. Conduct operational tests of all newly installed building systems for one (1) twenty four (24) hour period prior to final acceptance.
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2. These tests may be witnessed by the Architect at thc Architect's option.
3. Provide written notice to the Architect 5 days prio starting the test. 0
C. Operation and Maintenance Data Submittal:
1. Submit two (2) copies of all required operation and maintenance data 15 days prior to completion of the contract.
2. Submit data in three-ring loose-leaf binders, with exterior labels under permanent see-through covers.
Operation and Maintenance Data Required:
1. Neatly typewritten index near front of manual.
2. Manufacturer's Manuals: Complete installation,
D.
operation, maintenance and service manuals, and par lists for all equipment, delete manufacturers data pertaining to this project.
3. Equipment Nameplate Data: A typewritten list of a1 mechanical (plumbing) equipment, referenced by the names, symbols, and numbers used in the contract documents; name and address of nearest vender of pa
4. System Operating Instructions: Typewritten instruc covering operation of equipment and fixtures instal 5. System Maintenance Instructions: Typewritten instructions covering routine lubrication and maintenance schedule of the system; guide to "Troub shooting. I'
6. Submittals: Final submittal/shop drawings with cha made during construction noted in red ink.
. 7. Copy of guarantees and warranties issued. 1
0
E. Instruction of Owner's Personnel:
1. Instruct the Owner's personnel in operation and maintenance of equipment and systems, after the operation tests have been completed, the piping and equipment has been labeled as required, the operati and maintenance data has been submitted, and before acceptance by the Owner.
1.07 GUARANTEE
A. Contractor shall guarantee work in contract against fau workmanship and materials for a period of one year (exc where a longer period of guarantee is specified under certain Divisions) from date of filing Notice of Comple
B. Upon completion, provide written guarantees on the sub- contractor's, contractor's or materials suppliers' own letterhead in the form as shown below:
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0 "GUARANTEE FOR
WE HEREBY GUARANTEE THAT THE
WHICH WE HAVE INSTALLED IN THE
HAS BEEN DONE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIOb AND THAT THE WORK, AS INSTALLED, WILL FULFILL THE REQUIREMENTS THE GUARANTEE INCLUDED IN THE SPECIFICATIONS. WE AGREE TO REP2 OR REPLACE ANY OR ALL OUR WORK, TOGETHER WITH ANY OTHER ADJACEb WORK WHICH MAY BE DISPLACED OR DAMAGED BY SO DOING, THAT MAY PF TO BE DEFECTIVE IN ITS WORKMANSHIP OR MATERIAL WITHIN A PERIOD OF YEARS FROM THE DATE OF ACCEPTANCE OF THE
ABOVEMENTIONED STRUCTURE BY OWNER, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE OR NEGLECT EXCEPTED.
IN THE EVENT OF OUR FAILURE TO COMPLY WITH THE ABOVE MENTIONED CONDITIONS, WITHIN A WEEK AFTER WRITTEN NOTIFICATION, I DO HERE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID DEFECTS REPAIRED AI MADE GOOD AT OUR EXPENSE, AND WE WILL HONOR AND PAY THE COSTS E CHARGES THEREFORE UPON DEMAND.
SIGNED (SUB-CONTRACTOR)
0 CoUNTERS1GNED (GENERAL-CONTRACTOR)
LOCAL REPRESENTATIVE TO BE CONTACTED FOR SERVICE:
NAME
ADDRE S S
PHONE NUMBER
1.08 GOVERNMENTAL PERMITS
A. Contractor shall deliver a photocopy of the Building Pel to Architect and Owner as soon as it is issued. Upon f. completion, the Contractor shall deliver to the Owner a. original permits, licenses, and certificates, with photocopies to the Architect. Original permits to rema.
jobsite for duration of construction.
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SECTION 01710
CLEANING
PART 1 - GENERAL
1.01 WORK INCLUDED
e
A. Throughout the construction period, maintain the area 0:
work, building and site in a standard of cleanliness as described in this section. THE FOLLOWING APPLIES TO
CLEANING OF AREAS AFFECTED BY WORK OF THIS CONTRACT ONL'
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, ant apply to, this Section.
B. In addition to standards described in this section, COT with requirements for cleaning as described in pertinen other sections of these Specifications.
C. Section 01700: Contract Closeout
1.03 QUALITY ASSURANCE
A. Conduct daily inspection, and more often if necessary, verify that requirements for cleanliness are being met.
B. In addition to the standards described in this section, comply with pertinent requirements of governmental agen having jurisdiction.
0-
PART 2 - PRODUCTS
2.01 CLEANING MATERIALS AND EQUIPMENT
A. Provide required personnel, equipment, and materials ne to maintain the specified standard of cleanliness.
2.02 COMPATIBILITY
A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommend by the manufacturer of the material.
PART 3 - EXECUTION
3.01 PROGRESS CLEANING
A. General: 1. Retain stored items in an orderly arrangement alloh maximum access, not impeding traffic or drainage, a providing required protection of materials.
2. Do not allow accumulation of scrap, debris, waste
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material, and other items not required for construci of this work.
3. At least twice each month, and more often if necessi completely remove all scrap, debris, and waste mate] from the job site.
Provide adequate storage for all items awaiting remc from the job site, observing requirements for fire protection and protection of the ecology.
*
4.
B. Site:
1. Daily, and more often if necessary, inspect the sitc and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage.
2. Weekly, and more often if necessary, inspect all
arrangements of materials stored on the site. Rest, tidy, or otherwise service arrangements to meet the requirements of subparagraphs 3.01-A-1 above. 3. Maintain the site in a neat and orderly condition a all times.
C. Structures:
1. Weekly, and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove such items to the place designata for their storage.
2. Weekly, and more often if necessary, sweep interior spaces clean. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust t other material capable of being removed by use c reasonable effort and a hand-held broom. As required preparatory to installation of succeedi: materials, clean the structures or pertinent portio: thereof to the degree of cleanliness recommended by
manufacturer of the succeeding material, using equipment and materials required to achieve the necessary cleanliness. Following the installation of finish floor material clean the finish floor daily (and more often if necessary) at all times while work is being perform in the space in which finish materials are installec a. "Clean", for the purpose of this subparagraph, shall be interpreted as meaning free from foreic material which, in the opinion of the Architect be injurious to the finish floor material.
*
3.
4.
3.02 FINAL CLEANING
A. "Clean," for the purpose of this article, and except as be specifically provided otherwise, shall be interpretec meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials.
CLEANING
01710 - 2
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CARLSBAD LIBRARY ADA UPGRADE
B. Prior to completion of the work, remove from the job si1 all tools, surplus materials, equipment, scrap, debris, waste. Conduct final progress cleaning as described in Article 3.01 above.
1. Unless otherwise specifically directed by the
2. Completely remove resultant debris.
1. Exterior:
C. Site:
a
Architect, broom clean paved areas on the site and public paved areas adjacent to the site.
D. Structures:
a. Visually inspect exterior surfaces and remove a. traces of soil, waste materials, smudges, and 01 foreign matter. b. Remove all traces of splashed materials from . adjacent surfaces. c. If necessary to achieve a uniform degree of cleanliness, hose down the exterior of the structure. d. In the event of stubborn stains not removable w. water, the Architect may require light sandblas' or other cleaning at no additional cost to the Owner. 2. Interior: a. Visually inspect interior surfaces and remove a traces of soil, waste materials, smudges, and 0' foreign matter. b. Remove all traces of splashed material from adjacent surfaces.
c. Remove paint droppings, spots, stains, and dirt from finished surfaces.
e
3. Glass: Clean inside and outside.
4. Polished Surfaces: To surfaces requiring routine
application of buffed polish, apply the polish recommended by the manufacturer of the material bei: polished.
E. Schedule final cleaning as approved by the Owner and Architect to enable the Owner to accept a completely cli project.
3.03 CLEANING DURING OWNER'S OCCUPANCY
A. Should the Owner occupy the work or any portion thereof prior to its completion by the Contractor and acceptanc the Owner, responsibilities for interim and final clean shall be as determined by the Architect in accordance w the General Conditions of the Contract.
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CLEANING 01710 - 3
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SECTION 02072 0 DEMOLITION FOR REMODELING
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Remove designated building equipment and fixtures.
B. Remove designated walls and remove designated partit:
C. Cap and identify exposed utilities.
D. Provide temporary partitions to allow continued builc
and components.
occupancy by Owner.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of,
B. Section 01010: Summary of the Work; for scheduling.
C. Section 01100: Alteration Procedures
D. Section 01500: Temporary Facilities and Controls
apply to, this Section.
1.03 CODES AND REGULATIONS
m
A. Perform all work in strict accordance with CAL/OSHA i all other applicable codes and ordinances.
B. Obtain and pay for all required permits.
1.04 SUBMITTALS
A. Schedule of severance of utility services for review.
B. Schedule of demolition procedures and operational
and acceptance of the Owner.
sequence for review and acceptance by the Owner.
1.05 PROTECTION
A. Do not interfere with use of building. Maintain frec safe passage to and from.
B. Prevent movement or settlement of structure. Providc place bracing or shoring and be responsible for safe. and support of structure. Assume liability for such movement, settlement, damage, or injury.
DEMOLITION FOR REMODELING 02072 - 1
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C. Protect existing trees, shrubs and other features
D. Cease operations and notify the Owner immediately, ii safety of structure appears to be endangered. Take precautions to properly support structure. Do not rz operations until safety is restored.
E. Provide, erect and maintain barricades, lighting and guard rails as required by applicable regulatory age1 to protect occupants of building and workers.
indicated to remain. 8
1.06 EXISTING SERVICES
A. Arrange for disconnecting, removing and capping util: services within areas of demolition. Disconnect and off. Notify the affected utility company in advance obtain approval before starting this work.
services. Identify service lines and capping locatic on project record documents.
B. Place markers to indicate location of disconnected
PART 2 - PRODUCTS
2.01 MATERIALS
A. All removed material resulting from the work of this section is the property of the Contractor and shall I promptly removed to a legal disposal area. Any and i fixtures to be retained by the Owner shall be tagged removed prior to demolition. Stockpiling of removed materials on the Site will not be permitted without written approval of the Owner.
materials and equipment as indicated.
*
B. Carefully remove, store and protect for re-installat.
C. Carefully remove materials and equipment to be retail by the Owner. Deliver and store where directed by tl Owner. See Specification Section 01100 for a listinc items to be salvaged for Owner's reuse.
PART 3 - EXECUTION
3.01 PREPARATION
A. Erect and maintain dustproof partitions as required prevent spread of dust, fumes and smoke to other par the building. On completion, remove partitions and repair damaged surfaces to match adjacent surfaces. Section 01500 for further requirements.
B. Locate guard rails to protect workers. Post clearly
DEMOLITION FOR REMODELING
02072 - 2
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CARLSBAD LIBRARY ADA UPGRADE
visible warning signs.
inconvenience to building occupants as possible.
C. Carry out demolition work to cause as little a
3.02 DEMOLITION
A. Due to the lack of "As-Built" drawings and the age of existing structure, all demolition shall be performec under the supervision of the Contractor.
B. Demolish in an orderly and careful manner as requirec accommodate the new work. Protect existing foundatic and supporting structural members.
authorities having jurisdiction. C. Perform demolition in accordance with applicable
D. Repair all demolition performed in excess of that required, at no cost to the Owner.
E. Promptly remove from site, contaminated, vermin infes or dangerous materials encountered and dispose of by means so as not to endanger health of workers and puk
F. Remove demolished materials, tools and equipment fron site upon completion of work. Leave site in a condit acceptable to the Owner.
G. Where alterations occur, saw-cut and remove as requii by the involved conditions for the proper installatic the wdrk. Use cutting tools, not chopping tools.
..
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DEMOLITION FOR REMODELING
02072 - 3
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SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 DESCRIPTION
0
A. Work Included: Provide cast-in-place concrete, includii formwork and reinforcement, where shown on the Drawings specified herein, and as needed for a complete and propc installation. I
B. Related Sections: The General Provisions and Division a part of and apply to this Section.
1.02 QUALITY ASSURANCE
A. Comply with "Specifications for Structural Concrete for Buildings," ACI 301, except as may be modified herein.
B. Do not commence placement of concrete until mix designs been reviewed and approved by the Architect and all
governmental agencies having jurisdiction, and until co] of the approved mix designs are at the job site and the batch plant.
1.03 SUBMITTALS
A. Submit concrete mix designs as per Section 01340.
B. Distribute approved mix designs to batch plant, job sitc
a
and any governmental agencies having jurisdiction.
1.04 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 - PRODUCTS
2.01 FORMS
A. Design, erect, support, brace, and maintain formwork so will safely support vertical and lateral loads which mic be applied until such loads can be supported safely by ' concrete structure. Use APA rated B-B plyform forms.
B. Constructed forms to the exact sizes, shapes, lines, anc dimensions shown, and as required to obtain accurate alignment, location, grades, and level and plumb work ii finished structure.
2.02 REINFORCEMENT
A. Comply with the following as minimums:
CAST-IN-PLACE CONCRETE
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1. Bars: ASTM A 615, Grade 60 unless otherwise shown c
2. Welded Fire Fabric: ASTM A185; flat sheets only.
3. Bending: ACI 318.
dimensions, within fabrication tolerances stated in the "Manual of Standard Practices."
the Drawings, using deformed bars for Number 3 and larger; e
B. Fabricate reinforcement to the required shapes and
C. Do not use reinforcement having any of the following defects :
1. Bar lengths, depths, or bends exceeding the specific
2. Bends or kinks not indicated on the Drawings or reqi
3. Bars with cross-section reduced due to excessive ruz
fabricating tolerances;
for this work.
other causes.
2.03 CONCRETE
A. Comply with the following minimums:
1. Portland Cement: ASTM C150, Type I or 11, low alka: 2. Aggregate, General: a. ASTM C29 and C33, Uniformly graded and clean; b. Do not use aggregate known to cause excessive shrinkage. 3. Aggregate, coarse: Crushed rock or washed gravel wj
minimum size between 3/4" and 1-1/2", and with a mar
size number 4.
4. Aggregate, fine: Natural washed sand of hard and
durable particles varying from fine to particles pa: a 3/8" screen, of which at least 12% shall pass a 5( mesh screen. Comply with ASTM C33.
@
5. Water: Clean and potable.
B. Provide concrete with compressive strength of 2,500 psi minimum at 28 days, unless otherwise required by governmental agencies having jurisdiction.
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as sele by the Contractor subject to the approval of the Archite
B. Expansion Joint Filler: Fiber Expansion Joint, ASTM D 1:
Type 111, 3/8 inch thick.
C. Underlayment (floor patching) compound: Ardex K-15 or ec
PART 3 - EXECUTION I) 3.01 SURFACE CONDITIONS
CAST-IN-PLACE CONCRETE 03300 - 2
CARLSBAD LIBRARY ADA UPGRADE
A. Examine the areas and conditions under which work of thi
Correct conditions detriment Do not pro
section will be performed. to timely and proper completion of the work. until unsatisfactory conditions are corrected. a
3.02 REINFORCING
A. Comply with the following, as well as the specified standards, for details and methods of reinforcing placem and supports. 1. Clean reinforcement and remove loose dust and mill scale, earth, and other materials which reduce bond destroy bond with concrete.
2. Position, support, and secure reinforcement against displacement by forms, construction, and the concret placement operations.
3. Place reinforcement to obtain the required coverages concrete protection. 4. Install welded wire fabric in as long lengths as practicable, lapping adjoining pieces one full mesh minimum. 5. Unless otherwise shown on the Drawings, or required governmental agencies having jurisdiction, lap bars diameters minimum.
3.03 EMBEDDED ITEMS
A. Do not embed piping, other than electrical conduit, in
B, Set bolts, inserts, and other required items in the
structural concrete.
concrete, accurately.secured so they will not be displac and in the precise locations needed.
e
3.04 MIXING CONCRETE
A. Transit mix the concrete in accordance with provisions c ASTM C 94.
B. Mixing Water: 1. At the batch plant, withhold 2-1/2 gal. of water per cubic yd. of concrete.
2. Upon arrival at the job site, add all or part of the withheld water (as required for proper slump) before concrete is discharged from the mixer.
3. Mix not less than five minutes after the withheld WE has been added, and not less than one minute of that time immediately prior to discharge of the batch.
mixing time per batch after first addition of water.
C. Do not use concrete that has stood for over 30 minutes E leaving the mixer, or concrete that is not placed withir minutes after water is first introduced into the mix.
4. Unless otherwise directed, provide 15 minutes total
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3.05 PLACING CONCRETE
A. Preparation: 1. Remove foreign matter accumulated in the forms.
2. Rigidly close openings left in the formworks.
3. Wet wood forms sufficiently to tighten up cracks.
4. Use only clean tools.
5. Compact all subgrade under slabs to minimum 95% max
*
dry density per ASTM D 1557.
B. Conveying:
1. Perform concrete placing at such a rate that concre. which is being integrated with fresh concrete is st plastic.
2. Deposit concrete as nearly as practicable in its fi: location so as to avoid separation due to rehandlinl flowing.
3. Do not use concrete which becomes non-plastic and unworkable, or does not meet required quality contrc limits, or has been contaminated by foreign materia
4. Remove rejected concrete from the job site.
1. Deposit and consolidate concrete slabs in a continuc operation, within limits of construction joints, un. the placing of a panel or section is completed.
2. Bring slab surfaces to the correct level with a
straightedge, and then strike off.
3. Use bullfloats or darbies to smooth the surface, lel the surface free from bumps and hollows.
4. Do not sprinkle water on the plastic surface. Do nc disturb the slab surface prior to start of finishin( operations.
C. Placing concrete slabs:
rl)
3.06 CONSOLIDATION
A. General: 1. Consolidate each layer of concrete immediately afte placing, by use of internal concrete vibrators supplemented by hand spading, rodding, or tamping.
2. Do not vibrate forms or reinforcement.
3. Do not use vibrators to transport concrete inside t f oms.
3.07 JOINTS
A. Expansion Joints:
1. Do not permit reinforcement or other embedded metal items that are being bonded with concrete (except dl in floors bonded on only one side of the joints) to extend continuously through any expansion joint.
2. Make expansion joints with 3/8" thick expansion joi filler, depressed 3/8" from top surface of slab. C
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CARLSBAD LIBRARY ADA UPGRADE
all concrete and debris out of the 3/8" deep groove allow for pourable sealant as per Section 07900.
B. Control Joints: Provide sawn or tooled joints; do not I
"Zip-strips". Depth equal to 1/4 slab thickness. Spac: as required and approved.
e
3.08 CONCRETE FINISHING
A. Except as may be shown otherwise on the Drawings, provic
the following finishes at the indicated locations. 1. Float Finish: a. Apply to monolithic slab surfaces that are to receive trowel finish and other finishes specif: hereinafter.
a. Apply to monolithic slab surfaces that are to bt exposed to view, unless otherwise shown, and to surfaces that are to be covered with resilient flooring and carpeting. Power and then hand tro\
a. Apply to walks, stairs, drives, ramps, and simi: pedestrian and vehicular areas. Match adjacent existing finish.
2. Trowel Finish:
3. Non-Slip Broom Finish:
B. Finishing Tolerances: True plane within 1/8" in ten feel
determined by a ten foot straightedge placed anywhere 01
slab in any direction. Slope as required to suit exist:
conditions. Radius exposed corners and edges to match.
3.09 REMEDIAL WORK
e
A. Repair or replace deficient work and damaged existing concrete, as directed by the Architect and Owner, at no additional cost.
3.10 CURING CONCRETE
A. Cure and protect concrete in accordance with pertinent provisions of ACI 302 and 308. Protect from damage.
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CAST-IN-PLACE CONCRETE
03300 - 5
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 05500
METAL FABRICATIONS
PART 1 - GENERAL
1.01 WORK INCLUDED
a.
A. Fabricate miscellaneous metal items indicated herein, or where required by work of other sections of the specifications. Finish as indicated.
1.02 RELATED WORK
A.
B. Section 03300: Cast-in-Place Concrete
C. Section 05521: Stair Pipe Railings
D. Section 09900: Painting
The General Provisions and Division 1 are a part of and z to this Section.
1.03 SUBMITTALS
A. Submit samples of interior stair handrail support hardwa: and connectors. Comply with Section 01340.
1.04 QUALITY ASSURANCE
A. Perform shop and/or field welding required in connection ‘the work of this section in strict accordance with pertir
recommendations of the American Welding Society, and Welc Certification Requirements of the City or County Buildinc
Department covering the work.
0
1.05 DELIVERY, STORAGE, AND HANDLING
A.
B.
Comply with pertinent provisions of Section 01600.
Deliver all materials and finished assemblies in an unda condition. Off-load in such a manner as to avoid placini stress on joints, connections, or frames.
Store all materials and assemblies in an acceptable mann maintaining specified finish without damage from weather
traffic or work in progress.
C.
PART 2 - PRODUCTS
2.01 GENERAL
A. Provide and install items, complete in respect to functic intended.
METAL FABRICATIONS 05500 - 1
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2.02 MATERIALS
A. Steel Plates, Shapes and Bars: ASTM A 36.
B. Steel Plates to be Bent or Cold-formed: ASTM A 283 Grade
C. Steel Bars and Bar-size Shapes: ASTM A 663, or ASTM A 6'
D. Steel Tubing: (Hot-Formed, Welded or Seamless), ASTM A !
E. Cold-Finished Steel Bars: ASTM A 108, grade as selected
F. Cold-Rolled Carbon Steel Sheets: ASTM A 366.
G. Galvanized Carbon Steel Sheets: ASTM A 526, with ASTM A
H. Gray 'Iron Castings: ASTM A 48, Class 30.
I. Malleable Iron Castings: ASTM A 47, grade as selected.
Y. Steel Pipe: ASTM A 53, type as selected; Grade A; black
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the fabricator.
G90 Zinc Coating.
finish unless galvanizing is required; standard weight (Schedule 40), unless otherwise indicated.
K. Concrete Inserts: Threaded or wedge type, ferrous casti either malleable iron ASTM A 47, or cast steel ASTM A 27 Provide bolts, washers and shims as required, per ASTM A Galvanize all items where exposed to weather or where indicated on Drawings.
L. Isolator for Metals Causing Electrolytic Action: Asphal
M. Shop Prime Coat Paint: Shop-compliant and compatible wi coatings specified in Section 09900. Tnemec Co. Series Modified Alkyd rust-inhibitive primer, No. 10-1009 TPC G or approved equal.
complying with MIL-P-26915, Minimum 8 mil thickness. Products Co., or equal.
0. Non-Shrink Grout: Premixed, factory packaged, nonmetal1 nonstaining complying with Corp of Engineers CRD-C-621. Masterbuilders; U.S. Grout; Cormix; Sika or approved equ
P. Welding Electrodes: Appropriate type for the metal to b welded. Comply with AWS D1.l.
0
bitumen emulsion.
N. Galvanizing Repair Paint: Cold galvanizing compound,
2.
2.03 FASTENERS
A. General: 1. For exterior use and where building into exterior wa
METAL FABRICATIONS 05500 - 2
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provide zinc-coated fasteners.
the particular use. 2. Provide fasteners of type, grade, and class required
B. Comply with following standards as pertinent.
*
1. Bolts and Nuts: Provide Hexagon-head regular type
2. Lag Bolts: Provide square-head type complying with E
3. Machine Screws: Provide cadmium plated steel type
4. Washers:
complying with ASTM A 307, Grade A;
Spec. FRF-B-561;
complying with Fed. Spec FF-S-111;
a. Plain Washers: Comply with Fed. Spec. FF-W-92,
b. Lock Washers: Comply with Fed. Spec. FF-W-84,
complying with Fed. Spec., FF-B-588;
Division of TRW Co.
with Fed. Spec. FF-S-325.
Round, carbon steel.
helical spring type carbon steel;
5. Toggle Bolts: Provide type, class, and style needed
6. Headed Studs: "Nelson Studs" as manufactured by Ne15
7. Anchorage Devices: Provide expansion shields complyj
C. Interior Stair Handrail Brackets and Connectors: Believec be Carlstadt Post Brackets, as mfd. by Julius Blum & Co.,
Carlstadt, N.J. (800)526-6293. Stainless Steel finish; verify type through field matching and submitting samples
@ 2.04 OTHER MATERIALS
A.. Provide other materials, not specifically described but required for a complete and proper installation, as selec by the Contractor subject to the approval of the Architec
2.05 FABRICATION
A.
B. Fabricate items with joints neatly fitted and properly secured. limit materials to those which are free from surface blemishes, pitting, rolled trade names, and roughness.
C. Fit and shop assemble in largest practical sections, for delivery to site.
D. Welding: Comply with AWS D1.l. Grind exposed welds smool and flush with adjacent finished surfaces.
E. Exposed Mechanical Fastenings: Flush countersunk screws bolts, unobtrusively located, consistent with design of component, except where specifically noted otherwise.
exposed edges to small uniform radius.
Verify dimensions on site prior to shop fabrication.
In fabricating items which will be exposed to T
F. Make exposed joints butt tight, flush and hairline. East
METAL FABRICATIONS 05500 - 3
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G. Exposed Surfaces: Provide corners, bolt holes and surfac free of torn metal, burrs, sharp edges and protrusions. Provide rounded corners (eased edges) on exposed surface!
H. Provide components required for proper anchorage of meta. fabrications. Fabricate anchorage and related componenti same material and finish as metal fabrication, unless
otherwise specified in schedule herein.
I. Thoroughly clean surfaces of rust, scale, grease and forc matter prior to prime painting or galvanizing.
J. Prime paint ferrous metal with one coat primer, 2.0 mil t film thickness. Do not shop prime surfaces in direct COI with concrete or requiring field welding. On surfaces inaccessible after assembly or erection, apply two coats mil DFT each) of the specified primer. Change color of second coat to distinguish it from the first.
K. Galvanizing: Minimum 2.3 Oz./sq.ft.; in largest practic, sections after fabrication. Do not shop prime galvanized items unless specifically noted.
1. Steel members, fabrications and assemblies shall be galvanized after fabrication, by hot dip process in accordance with ASTM A 123, and A 385 as applicable.
Weight of zinc coating to conform to requirements specified under "Weight of Coating" in ASTM A 123 or A 385, as applicable.
2. Bolts, nuts, and washers, and iron and steel hardwar( components shall be galvanized in accordance with AS'
153. Weight of zinc coating to conform to requireme specified under "weight of coating" in ASTM A 153.
0
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PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of thi section will be performed. Correct conditions detriment timely and proper completion of the work. Do not proceel until unsatisfactory conditions are corrected.
3.02 COORDINATION
A. Coordinate as required with other trades to assure prope adequate provision in the work of those trades for inter with the work of this Section.
3.03 ERECTION AND INSTALLATION
A. Obtain Architect's review prior to site cutting or makin
B. Install items plumb, true, square and level, accurately
adjustments which are not part of scheduled work.
fitted and free from rack, distortion or defects. Ancho
METAL FABRICATIONS 05500 - 4
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CARLSBAD LIBRARY ADA UPGRADE
firmly into position.
C. Allow for erection loads, and for sufficient temporary
bracing to maintain true alignment until completion of erection and installation of permanent attachments. e
D. Replace items damaged in course of installation.
E. Field Welding: Comply with AWS D1.l. Grind exposed welc flush and smooth. Clean and strip primed steel items to metal where site welding is required.
F. Dissimilar Metals: Coat contact surfaces with bituminous paint (cold-applied asphalt mastic) or cover with 20 mil corrosion protection tape.
galvanized after fabrication and which are intended for bolted or screwed field connections.
G. Do not cut, weld, or abrade surfaces which have been hot-
H. After installation, clean and touch-up field welds, scrat and damaged prime painted and galvanized surfaces. Use I primer consistent with shop coat. For galvanized finish, a stick zinc-alloy applied with 512 Degrees F. heat.
I. Supply to appropriate trades, items requiring to be cast concrete, or embedded in masonry, complete with necessar] setting templates.
required. As far as possible, work shall be fitted and I assembled, ready for erection.
required for attachment of work of other trades. Do all cutting, tapping, and drilling required, and as necessar! attachment of work of other trades.
L. Form work to detail, with clean, straight, sharply defint profiles. Exposed joints shall be close fitting and madt where least conspicuous.
M. Install supporting members, fastenings, frames, hangers, bracing, brackets, straps, bolts, and angles required to and connect work to other construction.
J. Work shall be done by mechanics skilled in type of work 0-
R. Provide holes of proper sizes and in correct locations
N. Drill holes for bolts and screws; countersink holes for
Conceal fasteners where possible. exposed screws. Provide rebates, lugs and brackets as required by details.
0. Assemble and install work with adequate provisions to prc distortion and overstressing from expansion and contract.
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METAL FABRICATIONS
05500 - 5
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SECTION 05521
STAIR PIPE RAILINGS
PART 1 - GENERAL
1.01 WORK INCLUDED
e
A. Exterior stair pipe handrails (Alternate Bid Item)
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and l
B. Section 01030: Alternates
C. Section 03300: Cast-in-Place Concrete
D. Section 05500: Metal Fabrications
E. Section 09900: Finish Painting
to this Section.
1.03 DESIGN DATA
A. Fabricate posts and railings to resist a lateral force o minimum 150 lbs. at any single point and railing to resi lateral force of 50 lbs. per lineal foot at top rail wit permanent set or damage to members or anchors.
1.04 SUBMITTALS 0
A.
B. Manufacturer's Data: Submit Product Data and Materials
Comply with pertinent provisions of Section 01340.
to provide compliance with the specified requirements.
C. Shop Drawings: In sufficient detail to show fabrication installation, anchorage, and interface of the work of th section, and with the work of adjacent trades.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Round Stair Posts and Rails: Galvanized ASTM A 53, Sche
40 pipe, size and shape as indicated on the Drawings.
B. Provide additional mounting hardware as may be required. Provide flanges, fittings, anchors, and closures for interconnections of pipe and attachment to other work.
2.02 GALVANIZING
A. ASTM A 123; minimum 2.3 oz./sq.ft. coating; hot-dip galv
STAIR PIPE RAILINGS 05521 - 1
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CAFSSBAD LIBRARY ADA UPGRADE
after fabrication; galvanize all exterior railings, post! and fittings.
2.03 FABRICATION a
A. Verify dimensions on site prior to shop fabrication.
B. Grind exposed welds smooth and flush with adjacent surfac
Provide continuously welded connections. Perform weldinc accordance with pertinent recommendations of the America] Welding Society.
C. Exposed Surfaces: Provide corners, bolt holes and surfac free of torn metal, burrs, sharp edges and protrusions. Provide eased edges on exposed surfaces.
Make joints flush, with concealed and seamless fittings. Make bends to preserve contour of the pipe. D.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Erect work square, plumb, level, accurate to sizes and f: from distortion or defects detrimental to appearance and performance.
Provide railing posts spaced as indicated, but not over 1 feet on center.
C. Provide galvanized pipe sleeves for posts set in concretc except where core drilling is indicated. Provide sleever
having an inside diameter at least 1/2" larger than outs. diameter of posts, at least 10" long, and having bottom closed with a steel plate at least 1" larger than sleeve
D. After installation, clean and touch-up field welds, scra' and damaged galvanized surfaces. Use stick zinc-alloy applied with 512 degrees F. heat for galvanized finish.
B. Install in accordance with Drawings, and shop drawings. e
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SECTION 06200
FINISH CARPENTRY AND MILLWORK
PART 1 - GENERAL
1.01 WORK INCLUDED
0
A. Finish Carpentry and Millwork, Lavatory Countertops, Sta. Handrails, Marlite Panels.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and l
B. Section 09900: Painting
to this Section.
1.03 QUALITY ASSURANCE
A. Millwork: Manufacture and install in accordance with thc Standards of the latest edition of the Manual of Millworl The Woodwork Institute of California (WIC) Custom Grade.
storage of architectural woodwork to construction superintendent.
C. Before delivery to the jobsite, the millwork supplier sh, issue a W.I.C. certified compliance certificate indicatii
. the millwork products he will furnish for this job and
certifying that they will fully meet all the requirement: the grade or grades specified.
D. The shop drawings for the carpentry and millwork shall bc the W.I.C. certified compliance label indicating that drawings fully meet the requirements of the W.I.C. grade
specified.
certified compliance grade label indicating the tops ful meet the requirements of the W.I.C. grade specified.
F. Plywood: Comply with the Standards of the American Plywc Association (APA) Grade Guide C-20 and Product Standard :
B. Deliver WIC Technical Bulletin for recommended care and
a
E. Each plastic laminate countertop shall bear the W.I.C.
1.04 SUBMITTALS
A. Submit samples and shop drawings in accordance with Sect
B. Samples Required:
01340.
1. Marlite Panel, 3 inches square.
2. Stair Handrail, 12 inches long.
3. Laminate Plastic Color(s).
FINISH CARPENTRY AND MILLWORK
06200 - 1
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CARLSBAD LIBRARY ADA UPGRADE
Note - Submit all samples with finish as specified.
C. Shop Drawings: Indicate materials, component profiles, fastening methods, joining details, anchorage and accessories.
a
1.05 HANDLING
A. Do not deliver millwork items until site conditions are adequate to receive the work. Protect items from weathei while in transit. Comply with WIC Manual of Millwork, Technical Bulletin 410-R.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Each piece of lumber or plywood shall be identified with grade and trademark as specified herein.
B. Interior Hardwood Handrail: Match existing species, (oak walnut- verify at jobsite). WIC custom grade clear selec plain sliced, vertical grain. 10% max. moisture content
prefinished "Marlite" panels as manufactured by Masonite Corp. or equal. Adhesive applied with color matched edgc and corner moldings. Provide moldings on all exposed edc @ ' 2.02 LAVATORY COUNTERTOPS
C. Prefinished Hardboard (Marlite) Panels: 1/8" thick
A. WIC Custom Grade laminate plastic covered. Provide 4" h. backsplash at all rear and side walls. Provide end and I splashes with square butt joints; Self-edge edges. Self- top on all splashes and scribe to wall. Laminate plastic edge banding.
B. Laminate Plastic: General purpose type, 0.050" thick, complying with NEMA LD3. Provide colors and patterns as indicated on drawings or selected by Architect from stanc colors and finishes of the approved manufacturer.
2.03 FABRICATION
A. Assemble millwork in the mill in units or in sections as large as practicable, except where design does not permi. mill assembly.
B. Fabricate millwork to field measurements. Immediately rj to Owner any major discrepancy between drawings and fielc measurements.
PART 3 - EXECUTION
3.01 INSTALLATION
FINISH CARPENTRY AND MILLWORK
06200 - 2
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A. General 1. Perform work in accordance with highest trade standa: applicable and W.I.C. Sections 1 and 26. 2. Choose all finish carpentry and millwork materials carefully to be sure that they accurately fit the spl in which they are to be placed, and that no two join. occur adjacent to each other. 3. Place all wood members in their intended locations t to line, level and plumb. 4. Where joints are required or shown, cut the wood cle, and fit together tightly. Use hardwood dowels on st, railings.
5. Unless noted otherwise use the longest lengths of lul or sheets of Marlite available.
6. Miter all exposed external angles; cope all exposed internal angles.
0
B. Nailing: Blind nail where possible, countersink all exp fastenings. Pre-drill where necessary to prevent splitt Space and align nailing in a consistent pattern.
C. Defective Work: Remedy the defects or remove and replac work that is not true to line and plane, not in satisfac condition, or is damaged or marred.
D. Marlite Panels: Install in accordance with manufacturer recommendations. Conceal all fasteners under moldings. longest length width panels possible, and equally space panels (joints) along wall in a symmetrical alignment. full-height panels (No horizontal splices).
"Installation of Millwork". Scribe all units to walls w out the use of scribe strips. Coordinate cutouts for si and other accessories with other trades; neatly cut and
as required. Install level and plumb, anchoring firmly.
E. Countertop Installation: Comply with WIC Section 26
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FINISH CARPENTRY AND MILLWORK
06200 - 3
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SECTION 07900
SEALANTS
PART 1 - GENERAL
1.01 WORK INCLUDED
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A. Sealant and backing materials. Clean and prepare surfacer
B. In addition to locations indicated on the Drawings and
receive sealant materials.
specified herein, install sealant and backing material ir joints as directed by Architect.
1.02 RELATED WORK
A. The Gaeral Provisions and Division 1 are a part of and i to this Section.
B. Section 03300: Cast-in-Place Concrete
C. Section 09260: Gypsum Wallboard
D. Section 09310: Ceramic Tile
1.03 PRODUCT DATA AND SAMPLES
A. Submit product data in accordance with Section 01340. Furnish sealants of a single manufacturer for each type specified.
B. Submit manufacturer's descriptive literature; including surface preparation, installation instructions, and deta:
C. Submit samples of each color of manufacturer's standard colors for selection by Architect.
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PART 2 - PRODUCTS
2.01 SEALANTS
A. Acceptable Manufacturers: Subject to compliance with requirements, manufacturers offering products which may 1 incorporated in the work include, but are not limited to
following:
1. Vulkem/Mameco
2. Tremco
3. Pecora
4. General Electric Co.
5. Dow Corning
6. Sika
7. Sonneborn
SEALANTS 07900 - 1
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...............................................................
SELECT PRODUCTS AS REQUIRED FOR SPECIFIC APPLICATIONS IN THE a VARIOUS AREAS.
...............................................................
B. Type: One part moisture cured polyurethane sealant compl with Federal Specification TT-S-O0230C, Class A, Type 11, ASTM C 920. a. Dymonic by Tremco. b. Sikaflex 1A or 15LM by Sika Corporation. c. Vulkem 921 or 116.
d. Sonolastic NP1, by Sonneborn Use: Where anticipated joint movement will be 25% of le$ Unless otherwise specified, provide at all exterior join1 conditions required for waterproofing.
C. Type: Multi-component, polyurethane base, self-leveling sealant complying with ASTM C920 and Federal Specificatic TT-S-O0227E, Class A, Type I (pourable) or I1 (Gun-Grade horizontal surfaces, with minimum shore hardness of 35. a. THC 900/901 or HPL by Tremco. b. Dynatred, by Pecora Corporation. c. Vulkem 45 or 245 d. Sikaflex 2C-SL, by Sika e. Sonolastic SL-2, by Sonneborn Use: Interior and exterior horizontal joints exposed to pedestrian and vehicular traffic, and all joints subject immersion. Sidewalks, concrete flatwork.
D. Type: One part acrylic latex sealant complying with ASTM C 834 and Federal Specification 19-GP-21M. . a. Acrylic latex caulk, #834, by Tremco. b. AC-20, by Pecora Corporation. c. Sonolac, by Sonneborn. d. AL800 by Adco Products Inc. Use: Provide at all interior sealant joints. Ex.-inter: masonry to gypsumboard.
a. Proglaze white, by Tremco. b. Dow 786, by Dow Corning. Use: Provide fillet bead around all casework, fixtures, accessories in restrooms.
a. Moving joints:
0
E. Type: Mildew resistant silicone sealant
F. Type: Fire rated sealant system.
1. Fire rated joint system, by Tremco.
2. Firestop 2000, by Dow Corning. 3. Pensil 300, by General Electric.
1. Fire barrier penetration sealing systems, by 3M
2. Fire Stop System, by Dow Corning.
3. Fyre-Shield by Tremco.
4. Pensil Fire Stop System by General Electric.
SEALANTS 07900 - 2
b. Fixed Penetrations:
Company.
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CARLSBAD LIBRARY ADA UPGRADE
Use: fire rated walls and partitions, and through fire rated floors, as necessary to maintain continuous smoke seal.
Provide at penetrations and joint conditions throu!
2.02 COLORS
a
A. Colors for each sealant installation will be selected by Architect from standard colors normally available from tl specified manufacturer.
B. Should such standard color not be available from the appi manufacturer except at additional charge, provide such c( at no additional cost to the Owner.
2.03 PREPARATORY MATERIALS
A. Primer: Non-staining type recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non-corrosive type recommended by sealan. manufacturer, compatible with joint forming materials.
C. Bond Breaker: Type and consistency recommended by the sealant manufacturer to suit application.
2.04 BACKING MATERIAL FOR SEALANT
A.
B. Comply with the following:
Synthetic material compatible with sealant and free from
1. Non-traffic Joints: Backing shall be closed-cell expanded polyethylene rod or square rod conforming tc
ASTM D 1752, or closed cell vinyl type conforming to D 1667 Grade VE-41. Open-cell or "Sof-Rod" hybrid tY] allowable if acceptable to sealant manufacturer.
2. Traffic Joints: Backing shall be closed cell neopre: rod or square rod conforming to ASTM C509, with a mi: durometer hardness of 45.
0
C. Size backing material to 30 to 50 percent compression up( insertion, as per manufacturer's recommendations.
2.05 SPECIAL FINISHES
A. Special finishes and fluoropolymer coatings such as Hyla Kynar 500, Duranar, Etc. shall be given special consider by the Contractor for sealant adhesion and compatibility adjacent surfaces. Only products recommended and tested manufacturer per ASTM C 794 for such surfaces shall be u
2.06 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as sele by the Contractor subject to the approval of the Archite
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PART 3 - EXECUTION a 3.01 JOINT DESIGN
A. Coordinate the work of other trades such that the shape c the joint, its dimensions and anticipated movement shall comply with the following:
1. Minimum Width: Not less than 1/4" wide.
2. Minimum Depth: Not less than 1/8" deep.
3. Maximum Movement: The width of the joint shall be at least 4 times it's maximum movement.
4. Width/Depth Ratio: The depth of the sealant shall be greater than the width. Depth shall be not less thar inch and not more than 1 inch.
3.02 INSPECTION
A. Verify joint dimensions, physical, and environmental conditions are acceptable to receive work of this sectior
B. Determine that related work in place is free of conditior which might be detrimental to proper and timely completic the work. Start of work shall indicate acceptability of related work.
3.03 PREPARATION
A. Clean, prepare, and size joints in accordance with manufacturer'.s instructions. Remove any loose materials other foreign matter which might impair adhesion of sealc
B. Verify that joint shaping materials and release tapes arc compatible with sealant.
C. Examine joint dimensions and size materials to achieve required width/depth ratios.
Use bond breaker tape at joints where depth or profile oi joint does not permit use of backer rod. Use bond breake where required.
required.
sealants to perform properly.
materials where required by manufacturer's instructions.
concrete joints were "Wet" sawed, remove laitance from s: of joint. Eliminate traces of oil, grease, and lacquers a non-corrosive solvent wash, using toluene, xylene, or
SEALANTS
07900 - 4
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D.
E. Protect adjacent areas from excess sealant with masking j
F. Use joint filler to achieve required joint depths, to al:
G. Apply primers prior to installation of joint backing
H. Wire brush to remove rust or corrosion from metals. If
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CARLSBAD LIBRARY ADA UPGRADE
methylethyl ketone (MEK) applied with a clean brush and 1 dry with frequently changed clean rags.
Do not apply sealant to concrete surfaces until the conci is completely cured (28 days minimum, longer in damp locations).
I. m
3.04 INSTALLATION
A. Install sealant in strict accordance with manufacturer's instructions. Perform work in accordance with ASTM C 962 elastomeric joint sealants.
Use gun with nozzle of proper size for joint width.
manufacturer when sealant cannot be applied within recommended temperature ranges. application shall be between 40 degrees and 100 degrees Fahrenheit.
Drawings, slightly concave, smooth, even, and free of ai pockets, embedded matter, wrinkles, ridges and sags. Fo sealant into joint and against sides to completely fill l
make uniform.
E. Seal all holes or voids in fire rated floors and walls w an intumescent material (specified fire rated sealant sy capable of expanding up to 8 to 10 times when exposed to temperatures of 250 F. It shall have I.C.B.O. (NRB 243) approved ratings per ASTM E 814 (UL 1479).
No sealant shall be applied when water is present in any (i.e. rain, dew, ice, frost, etc.) on the surfaces to be coated.
Thoroughly and completely mask joints where the appearan sealant on adjacent surfaces would be objectionable.
B.
C. Apply sealant within recommended temperature ranges. Coi
Ambient temperatures du:
D. Tool and form joints, except as detailed otherwise on
Avoid pulling sealant from sides.
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F.
G.
H. Cleaning Up:
1.
2.
Remove masking tape immediately after joints have be tooled. Clean adjacent surfaces free from sealant as the installation progresses, using solvent or cleaning a
recommended by the manufacturer of the sealant used.
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SECTION 08111
METAL DOOR FRAMES
PART 1 - GENERAL
1.01 SUMMARY
a
A. Provide metal door frames where shown on the Drawings, as
specified herein, and as needed for a complete and proper installation.
B. Related Work: 1. The General Provisions and Division 1 are a part of E apply to this Section.
2. Section 08211: Wood Doors.
3. Section 08700: Hardware.
I. 02 SUBMI+TALS
A.
B. Submit the following product data:
Comply with the pertinent provisions of Section 01340.
1. Materials list of items proposed to be provided under this section;
2. Manufacturer's specifications and other data needed t prove compliance with the specified requirements;
3. Shop drawings showing details of each frame type and details of installation and anchorage;
4. Manufacturer's recommended installation procedures wP when approved by the Architect, will become the basis accepting or rejecting actual installation procedure on the work.
dD
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough1 trained and experienced in the necessary crafts and who i completely familiar with the specified requirements and t methods needed for proper performance of the work of this Section.
Unless specifically otherwise approved by the Architect,
provide all products of this section from a single manufacturer.
B.
1.04 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01600 and mfr
PART 2 - PRODUCTS
2.01 METAL DOOR FRAMES
A. Where called for on the drawings, provide commercial serj
METAL DOOR FRAMES 08111 - 1
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"C" steel door frames manufactured by Timely Industries (
875-0124, or provide equal products of another manufactur approved in advance by the Architect; and with the follo3 attributes:
1. Not lighter than 18 gage steel, pressed into profile: indicated on the Drawings or otherwise approved in advance by the Architect;
2. Not lighter than 14 gage hinge reinforcing plates;
3. Plated adjustable strike plates, and door silencers;
4. Premitered casing sections, with aligning corner inse
5. Factory primecoated for painting at jobsite.
6. Acceptable Alternate Mfr: RediFrame, subject to apprc
0
2.02 FINISH HARDWARE
a. Secure templates from the finish hardware supplier, and accurately install, or make provision for, all finish hardware at the factory.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of thii section will be performed. Correct conditions detrimentc timely and proper completion of the work. Do not proceec until unsatisfactory conditions are corrected. a 3.02 INSTmmTION
A. . Placing Frames:
4. Set frames accurately into position, plumbed, alignec and braced securely until permanent anchors are set.
5. After wall construction is completed, remove temporal braces and spreaders, leaving surfaces smooth and undamaged.
6. At in-place construction, set frames and secure to adjacent construction with machine screws and suitab: anchorage devices. Provide "2" fillers at each screi location. Touch up scratched finish with manufacturer-supplied paint. Protect frames from damage until final accepti Finish-paint per Section 09900.
7.
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METAL DOOR FRAMES
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SECTION 08211
FLUSH WOOD DOORS
PART 1 - GENEMLL
1.01 WORK INCLUDED
0
A. Flush Wood Doors, stain and paint grade. Resawn wall sid
and battens on public restroom door faces (match existing
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, and
B. Section 06200: Finish Carpentry and Millwork
C. Section 08700: Door Hardware
D. Section 09900: Painting
apply to, this Section.
1.03 SUBMITTALS
A. Submit Shop Drawings and manufacturer's Product Data in accordance with Section 01340.
1.04 QUALITY ASSURANCE
A. Comply with latest edition of Woodwork Institute of California (WIC) "Manual of Millwork", Section 20.
B. Issue a WIC Certified Compliance Certificate prior to delivery of doors certifying that doors fully meet all th requirements of the WIC grade specified.
C. Deliver WIC Technical Bulletin for job handling, finishin and installing wood doors to construction superintendent doors.
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1.05 GUARANTEE/WARRANTY
A. Provide written guarantee in accordance with Section 017C
B. Guarantee: Provide for replacing, including cost of rehanging and refinishing, at no cost to Owner, wood door exhibiting defects in materials or workmanship including and de-lamination for the life of installation.
1.06 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01600.
B. Do not drag doors across one another; lift doors and car1 them into position.
FLUSH WOOD DOORS
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PART 2 - PRODUCTS
2.01 MATERIALS
A. Flush Wood Slab Doors: 1. WIC grade: custom
2. Construction: solid particleboard core; 5-ply or 7-p: (optional).
3. Thickness: 1-3/4 inches, unless otherwise dictated t existing conditions.
4. Face Veneers: a. Administration Restrooms: Opaque Finish: Sound GI or better per NWWDA I.S.1, Hardboard. b. Public Restrooms: Transparent (stain and lacquer finish: Plain sliced red oak, running matched.
5. Wood Siding and Battens on blindcut door faces (Publ: Restrooms): Provide resawn siding and battens in samt species, sizes, and cut patterns to match existing.
m
2.02 FABRICATION
A. General:
1. Comply with WIC quality standards, except to meet or exceed requirements herein specified.
2. Complete factory prefit and premachine to required s: ready for installation at project site; no on-jobsitt trimming permitted. 3. Prepare in accordance with approved hardware schedult
templates.
4. Use Type .I adhesive.
B. Fabricating Tolerances:
1. Prefit Size: + or - 1/32" overall dimensions.
2. Squareness: Length of diagonal measured on face of ( from upper right corner to lower left corner between length of diagonal measured on upper left corner to : right corner with maximum difference of 1/8".
3. Maximum Warp: 1/4".
4. Shown-Through (Telegraphing): l/lOO" deviation from
plane in any 3" span of door face.
5. Pre-machine doors within industry tolerances. A plu: minus 1/32" will be allowed on all hardware location: plus 1/32", minus 0-inch tolerance will be allowed 01 lock front preparation cutouts.
8-
PART 3 - EXECUTION
3.01 INSTALLATION
A. Door Clearances:
1. Head and Lock Edge: 1/8 inch.
2. Hinge Edge: 1/16 inch.
3. Bottom: 1/4 inch above finish floor.
B. Install wood doors plumb and square, and with maximum
FLUSH WOOD DOORS 08211 - 2
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diagonal distortion of 1/16 inch. accordance with requirements of Section 08700.
Install hardware in
@ 3.02 FIELD QUALITY CONTROL
A. Comply with WIC Manual of Millwork Section 26 and WIC Technical Bulletin No. 420-R.
B. Ensure doors are finished on all four edges by the painte
C. Hammer marks, gouged or chipped edges, or careless mortic of hardware into doors will not be accepted. Replace doc displaying such defects at the Architect's direction with cost to the Owner.
Replace or rehang doors which are hinge-bound and do not swing or operate freely.
have been installed for proper hanging of corresponding doors.
I).
E. Examine door frames and verify frames are of correct type
F. Install in accordance with manufacturer's written
G. Do not field cut doors down to opening sizes smaller than
specifications and instructions.
those for which doors were manufactured. Do not install doors in frames set out of plumb.
H. Install to operate freely, but not loosely, free from hin bound conditions, striking or binding. Do not install in frames which would hinder operation of doors. rattling when in latched condition.
Institute protective measures as recommended and acceptec the door manufacturer to ensure that wood doors will be
without damage or deterioration at time of substantial completion.
a
Hang free
I.
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FLUSH WOOD DOORS 08211 - 3
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SECTION 08700
FINISH HARDWARE
PART 1 - GENERAL
1.01 WORK INCLUDED
a
A. Finish Door Hardware as indicated on the Drawings, specii herein and as required to complete the work. Provide trj attachments and fastenings specified or required for prog and complete installation.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and i
B. Section 08211: Flush Wood Doors
to this Section.
1.03 DELIVERY, STORAGE AND HANDLING
A. Packing, Marking and Delivery: Individually package eacf. unit of hardware, complete with proper fastenings and appurtenances. Clearly mark each package on the outside show the contents and specific location in the work.
1.04 SUBMITTALS
A. Submit hardware list and product data in accordance with Section 01340. Do not order hardware until hardware list been approved by the Architect. Identify each hardware j by manufacturer, manufacturer's catalog number and exact location in the work. Provide in suitable form to facilitate ready checking by the Architect. Review of tk hardware schedule by the Architect does not relieve the hardware supplier from the responsibility of providing
hardware to complete the work.
B. Catalog Cuts: Provide manufacturer's catalog cuts of eve item furnished for this project. Provide a picture of ea( item. Show all finishes, sizes, catalog numbers and pictures. Explain fully all abbreviations.
0
1.05 SAMPLES
A. Samples: When directed by the Architect, submit a samplt
designated items of hardware proposed in the work to the Architect for approval.
1.06 TEMPLATES
A. Supply templates to door and frame manufacturers to enab: proper and accurate sizing and locations of cut outs for hardware. Provide sufficiently in advance to avoid delaj
FINISH HARDWARE
08700 - 1
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CARLSBAD LIBRARY ADA UPGRADE
the work. Provide actual hardware to door and frame suppl if so required. @ 1.07 REGULATORY REQUIREMENTS AND REFERENCE STANDARDS
A. Comply with the latest edition of the following: 1. Uniform Building Code (UBC). California State Disabil Requirements; (California Code of Regulations CCR, Tj 24, Part 2).
2. Underwriters' Laboratories, Inc. (UL) Standards.
3. American National Standards Institute (ANSI).
4. Americans with Disabilities Act Accessibility Guidelj (ADAAG).
5. American National Standards Institute (ANSI): a. ANSI A115 and A115W Series- Door and Frame Preparz Standards. b. ANSI/BHMA A156.1 through A156.20- Standards for various hardware items as sponsored and published Builders Hardware Manufacturers Association (BHMA,
1.08 GENERAL REQUIREMENTS
A. Where finished shape or size of members taking hardware j such as to prevent or make unsuitable the use of the exac types specified, suitable types shall be furnished havins nearly as practicable the operation and quality as the tj specified.
B. Proper Kind and Type: The hardware shall be the proper 1 for its required use and shall fit its intended location perfectly. Should any hardware, as specified, fail to mt the intended requirements or require any modifications tc the intended location, this matter, or any other necessai advance information, shall be brought to the attention oJ Architect for correction or advice in ample time to avoic delay in the manufacture and delivery of the hardware.
*
1.09 WARRANTY
A. All hardware shall be warranted for a period of two years from the date of substantial completion. Defects in materials and workmanship occurring during the warranty period shall be corrected to the complete satisfaction 0; Architect. Provide a 5-year guarantee for all door closf
PART 2 - PRODUCTS
2.01 HARDWARE SCHEDULE
A. See Hardware Schedule at end of this section. Equivalent styles and manufacturers may be submitted for Architect'! review, under provisions of Section 01630.
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2.02 DOOR BUTTS
r) Provide hinges with non-rising loose pins, ball or oilite bear: and flat button tips, except when otherwise specified. Where necessary to keep door leaf clear of walls, casings, jambs and reveals in door openings, provide wide throw hinges of an apprc type. Provide one extra hinge for each two and one half feet c height for doors over 7'-6" high.
2.03 DOOR CLOSERS
A. Provide flat rectangular type closers with covers. Size closers in accordance with the manufacturer's recommendal and referenced standards. Surface-mounted closers shall the product of a single manufacturer. Provide nonferrour covers.
B. Use sex (through) bolts to attach door closers to partic:
C. Provide drop brackets, mortise shoes and long arms as
core doors.
required. Parallel and regular arm closers shall be capi of a 180 degree swing.
setting, with latch speed, sweep speed, back check and bi check positioning valving.
E. Where closers are required to stop the door, a heavy dut!
shock absorbing spring built in the arm shoe or soffit p. shall be used as a positive stop. Cast or riveted detenl stops which utilize backcheck to stop the door shall not used.
2.04 FASTENINGS
D. All door closers shall be fully adjustable for spring
4D
A. Furnish finish hardware with necessary screws, bolts and other fasteners of suitable size and type to anchor the hardware in position.
Furnish fastenings where necessary with expansion shield! toggle bolts, hex bolts, and other approved anchors, according to material to which hardware is to be applied the recommendations of hardware manufacturer.
Furnish fastenings which harmonize with hardware as to
material and finish.
B.
C.
PART 3 - EXECUTION
3.01 HARDWARE PLACEMENT
A. Unless detailed otherwise, place hardware at the followi heights (centered above finish floor): 1. Lock and latch levers or handles 38
FINISH HARDWARE
08700 - 3
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CARLSBAD LIBRARY ADA UPGRADE
2. Door Pulls 40 ' 3. Push Plates 45 1 4. Kick Plates: Manufacturer ' :
5. Top Butts: Top Edge 5" below head of frame.
6. Bottom Butts: Lower Edge 10" above floor.
7. Intermediate hinge, equidistant from top and bottom I
8. Drill push and pull plates for 'IT'' turns and cylindei
Standard e
equally spaced if more than one intermediate).
where occurs.
3.02 INSTALLATION
A. Verify doors and frames are ready to receive work and thi dimensions and conditions are in conformance with Contra( Documents. Install hardware in precise manner, per manufacturer's instructions. Predrill pilot holes in WOC for screws. Drill and tap for surface mounted hardware c metal. Set hinge leaves snug and flat in mortises, turn screws to flat seat (do not drive).
B. Mount door closers for maximum swing of door before sett: stops. Install silencers before adjusting strikes. Drii hinge pins down and tighten set screws.
C. Except for hinges, do not install hardware until complet: of painting and finishing work. After fitting hardware I doors, remove all finish hardware except primed butt hinc to be painted, carefully replace in properly marked boxe! and place in.storage until painting and finishing is completed. After painting and finishing is completed, permanently install finish hardware.
0.
D. Adjust hardware so that moving parts operate freely with( bind, or excessive play. Installed hardware to be free fi paint, corrosion or damage.
E. Adjust door closers for closing speed, latching speed, bi checking, and adjust hold open devices for full control ( door. Comply with accessibility code (C.A.C.- CCR Title and ADAAG requirements.
3.03 ACCEPTABLE MANUFACTURERS
Catalog numbers used in the hardware schedule were taken from 1 indicated manufacturers. Items of same function and standard f quality may be submitted as a substitution in accordance with Section 01630. Where "as specified" is designated there is no substitution allowed.
FINISH HARDWARl3 08700 - 4
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CARLSBAD LIBRARY ADA UPGRADE
3.04 HARDWARE SCHEDULE a Public Restroom Doors
Amt. Item Manufacturer Item No. Finish lea. Pull Quality Mfr. 163-10 630 lea. Pushplate Quality Mfr. 40, 6" x 16" 630 lea. Kickplate Quality Mfr. 48, 16" x 2"LDW 630 lea. Closer Dorma PA7801 x SN1 689 3ea. Hinges Soss Concealed 218 (blindcut) -
lea. Door Sign Specialized Women=SBH-l2W Blue Builder ' s Men=SBH-l2M Plastic Hardware
Administration Restroom Doors
lea. Lockset Schlage D40S x RHO 626 3ea. Hinges Stan ley F191;4-1/2X4-1/2 626 lea. Wall Bumper Quality W302-PT 630 lea. Closer Dorma 7801 x SN1 689
lea. Door Sign Specialized Women=SBH-l2W Blue Builder ' s Men=SBH-l2M Plastic Hardware
*************
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FINISH HARDWARE
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1.05 PROJECT RECORD DOCUMENTS
A. Obtain from the Owner and maintain in the field office i
the jobsite, a complete record set of fresh blueline pr.
Periodically up-date this set of prints to show every cl from the original contract drawings.
C. Mark the record set prints to show the precise location
concealed work and equipment, including concealed or embedded piping and conduit, invert elevations of pipinc conduit outside of the building perimeter.
D. Thoroughly coordinate changes within the record documen' making adequate and proper entries on each page of specifications and each sheet of drawings and other
documents where such entry is required to show the chanc properly.
E. Accuracy of records shall be such that future search fo: items shown in the contract documents may rely reasonab information obtained from the approved project record documents.
B.
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F. Make entries within 24 hours after receipt of informatic
G. Maintain the job set of record documents completely
that the change has occurred.
protected from deterioration and from loss and damage UI completion of the work.
H. Making entries on Drawings:
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1. Using an erasable colored pencil (not ink or indelil pencil), clearly describe the change by graphic 1inc note as required. 2. Date all entries. 3. Call attention to the entry by a "cloud" drawn aroui the area or areas affected.
4. In the event of overlapping changes, use different colors for the overlapping changes.
I. Do not use the record set for any purpose other than as
record set.
Upon completion of the work forward the record set to t Architect for his review. J.
1.06 OPEUTIONS AND MAINTENANCE DATA
A. See Division 15 (Plumbing) for additional requirements.
B. Operation Test:
1. Conduct operational tests of all newly installed building systems for one (1) twenty four (24) hour period prior to final acceptance.
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2.
3.
These tests may be witnessed by the Architect at thc Architect's option.
Provide written notice to the Architect 5 days prio: m starting the test.
C. Operation and Maintenance Data Submittal:
1. Submit two (2) copies of all required operation and maintenance data 15 days prior to completion of the contract.
2. Submit data in three-ring loose-leaf binders, with exterior labels under permanent see-through covers.
Operation and Maintenance Data Required: 1. Neatly typewritten index near front of manual. 2. Manufacturer's Manuals: Complete installation,
D.
operation, maintenance and service manuals, and par. lists for all equipment, delete manufacturers data 1 pertaining to this project. 3. Equipment Nameplate Data: A typewritten list of a1 mechanical (plumbing) equipment, referenced by the names, symbols, and numbers used in the contract documents; name and address of nearest vender of pa:
4. System Operating Instructions: Typewritten instruc. covering operation of equipment and fixtures instal 5. System Maintenance Instructions: Typewritten instructions covering routine lubrication and maintenance schedule of the system; guide to "Troub shooting. 'I
6. Submittals: Final submittal/shop drawings with chai made during construction noted in red ink. 7. Copy of guarantees and warranties issued.
1. Instruct the Owner's personnel in operation and maintenance of equipment and systems, after the operation tests have been completed, the piping and equipment has been labeled as required, the operatic and maintenance data has been submitted, and before acceptance by the Owner.
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E. Instruction of Owner's Personnel:
1.07 GUARANTEE
A. Contractor shall guarantee work in contract against fau workmanship and materials for a period of one year (exo where a longer period of guarantee is specified under certain Divisions) from date of filing Notice of Comple.
B. Upon completion, provide written guarantees on the sub- contractor's, contractor's or materials suppliers' own letterhead in the form as shown below:
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"GUARANTEE FOR
WE HEREBY GUARANTEE THAT THE I)
WHICH WE HAVE INSTALLED IN THE
HAS BEEN DONE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIOB
AND THAT THE WORK, AS INSTALLED, WILL FULFILL THE REQUIREMENTS THE GUARANTEE INCLUDED IN THE SPECIFICATIONS. WE AGREE TO REP3 OR REPLACE ANY OR ALL OUR WORK, TOGETHER WITH ANY OTHER ADJACEb WORK WHICH MAY BE DISPLACED OR DAMAGED BY SO DOING, THAT MAY PF TO BE DEFECTIVE IN ITS WORKMANSHIP OR MATERIAL WITHIN A PERIOD OF YEARS FROM THE DATE OF ACCEPTANCE OF THE ABOVEMENTIONED STRUCTURE BY OWNER, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE OR NEGLECT EXCEPTED.
IN THE EVENT OF OUR FAILURE TO COMPLY WITH THE ABOVE MENTIONED CONDITIONS, WITHIN A WEEK AFTER WRITTEN NOTIFICATION, I DO HER€ AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID DEFECTS REPAIRED AI MADE GOOD AT OUR EXPENSE, AND WE WILL HONOR AND PAY THE COSTS I
CHARGES THEREFORE UPON DEMAND.
SIGNED (SUB-CONTRACTOR)
COUNTERSIGNED (GENERAL-CONTRACTOR) ,
LOCAL REPRESENTATIVE TO BE CONTACTED FOR SERVICE:
NAME
ADDRESS
PHONE NUMBER
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1.08 GOVERNMENTAL PERMITS
A. Contractor shall deliver a photocopy of the Building Pel to Architect and Owner as soon as it is issued. Upon f: completion, the Contractor shall deliver to the Owner a:
original permits, licenses, and certificates, with photocopies to the Architect. Original permits to rema.
jobsite for duration of construction.
*******************
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SECTION 01710
CLEANING
PART 1 - GENERAL
1.01 WORK INCLUDED
*
A. Throughout the construction period, maintain the area o work, building and site in a standard of cleanliness as described in this section. THE FOLLOWING APPLIES TO CLEANING OF AREAS AFFECTED BY WORK OF THIS CONTRACT ONL
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, an apply to, this Section.
B. In addition to standards described in this section, com with requirements for cleaning as described in pertinen other sections of these Specifications.
C. Section 01700: Contract Closeout
1.03 QUALITY ASSURANCE
A. Conduct daily inspection, and more often if necessary, verify that requirements for cleanliness are being met.
B. In addition to the standards described in this section, comply with pertinent requirements of governmental agen having jurisdiction.
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PART 2 - PRODUCTS
2.01 CLEANING MATERIALS AND EQUIPMENT
A. Provide required personnel, equipment, and materials ne to maintain the specified standard of cleanliness.
2.02 COMPATIBILITY
A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommend
by the manufacturer of the material.
PART 3 - EXECUTION
3.01 PROGRESS CLEANING
A. General:
1. Retain stored items in an orderly arrangement allow maximum access, not impeding traffic or drainage, a
providing required protection of materials.
2. Do not allow accumulation of scrap, debris, waste
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material, and other items not required for construe* of this work.
3. At least twice each month, and more often if necess( completely remove all scrap, debris, and waste mate: from the job site.
4. Provide adequate storage for all items awaiting remc from the job site, observing requirements for fire protection and protection of the ecology.
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B. Site:
1. Daily, and more often if necessary, inspect the sitc and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage.
2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site. Rest, tidy, or otherwise service arrangements to meet the requirements of subparagraphs 3.01-A-1 above.
3. Maintain the site in a neat and orderly condition a all times.
C. Structures: 1. Weekly, and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove such items to the place designate for their storage.
2. Weekly, and more often if necessary, sweep interior spaces clean. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust other material capable of being removed by use reasonable effort and a hand-held broom. 3. As required preparatory to installation of succeedi materials, clean the structures or pertinent portio thereof to the degree of cleanliness recommended by manufacturer of the succeeding material, using equipment and materials required to achieve the necessary cleanliness. 4. Following the installation of finish floor material clean the finish floor daily (and more often if necessary) at all times while work is being perform in the space in which finish materials are installe a. "Clean", for the purpose of this subparagraph, shall be interpreted as meaning free from forei material which, in the opinion of the Architect be injurious to the finish floor material.
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3.02 FINAL CLEANING
A. "Clean," for the purpose of this article, and except as be specifically provided otherwise, shall be interprete meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials.
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B. Prior to completion of the work, remove from the job si. all tools, surplus materials, equipment, scrap, debris, waste. Conduct final progress cleaning as described in Article 3.01 above.
C. Site:
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1. Unless otherwise specifically directed by the
2. Completely remove resultant debris.
1. Exterior:
Architect, broom clean paved areas on the site and public paved areas adjacent to the site.
D. Structures:
a. Visually inspect exterior surfaces and remove a traces of soil, waste materials, smudges, and o foreign matter. b. Remove all traces of spalashed materials from . adjacent surfaces. c. If necessary to achieve a uniform degree of cleanliness, hose down the exterior of the structure. d. In the event of stubborn stains not removable w water, the Architect may require light sandblas or other cleaning at no additional cost to the Owner. 2. Interior: a. Visually inspect interior surfaces and remove a traces of soil, waste materials, smudges, and o foreign matter. b. Remove all traces of splashed material from adjacent surfaces. c. Remove paint droppings, spots, stains, and dirt from finished surfaces.
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3. Glass: Clean inside and outside.
4. Polished Surfaces: To surfaces requiring routine application of buffed polish, apply the polish recommended by the manufacturer of the material bei polished.
E. Schedule final cleaning as approved by the Owner and Architect to enable the Owner to accept a completely cl project .
3.03 CLEANING DURING OWNER'S OCCUPANCY
A. Should the Owner occupy the work or any portion thereof prior to its completion by the Contractor and acceptanc the Owner, responsibilities for interim and final clean shall be as determined by the Architect in accordance w the General Conditions of the Contract.
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SECTION 02072
DEMOLITION FOR REMODELING
PART 1 - GENERAL
1.01 WORK INCLUDED
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A.
B. Remove designated walls and remove designated partit
C. Cap and identify exposed utilities.
D. Provide temporary partitions to allow continued built
Remove designated building equipment and fixtures.
and components.
occupancy by Owner.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of,
B. Section 01010: Summary of the Work; for scheduling.
C. Section 01100: Alteration Procedures
D. Section 01500: Temporary Facilities and Controls
apply to, this Section.
1.03 CODES AND REGULATIONS *
A. Perform all work in strict accordance with CAL/OSHA q all other applicable codes and ordinances.
B. Obtain and pay for all required permits.
1.04 SUBMITTALS
A. Schedule of severance of utility services for review
B. Schedule of demolition procedures and operational
and acceptance of the Owner.
sequence for review and acceptance by the Owner.
1.05 PROTECTION
A. Do not interfere with use of building. Maintain fret
safe passage to and from.
B. Prevent movement or settlement of structure. Providl place bracing or shoring and be responsible for safe and support of structure. Assume liability for such movement, settlement, damage, or injury.
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C. Protect existing trees, shrubs and other features
D. Cease operations and notify the Owner immediately, ii
Do not re
indicated to remain.
safety of structure appears to be endangered. Take
precautions to properly support structure. operations until safety is restored.
E. Provide, erect and maintain barricades, lighting and guard rails as required by applicable regulatory ager to protect occupants of building and workers.
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1.06 EXISTING SERVICES
A. Arrange for disconnecting, removing and capping utili services within areas of demolition. Disconnect and off. Notify the affected utility company in advance obtain approval before starting this work.
services. Identify service lines and capping locatic on project record documents.
B. Place markers to indicate location of disconnected
PART 2 - PRODUCTS
2.01 MATERIALS
A. All removed material resulting from the work of this section is the property of the Contractor and shall t: promptly removed to a legal disposal area. Any and c fixtures to be retained by the Owner shall be tagged removed prior to demolition. Stockpiling of removed materials on the Site will not be permitted without written approval of the Owner.
B. Carefully remove, store and protect for re-installat: materials and equipment as indicated.
C. Carefully remove materials and equipment to be retail by the Owner. Deliver and store where directed by tl Owner. See Specification Section 01100 for a listin! items to be salvaged for Owner's reuse.
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PART 3 - EXECUTION
3.01 PREPARATION
A. Erect and maintain dustproof partitions as required I prevent spread of dust, fumes and smoke to other par1 the building. On completion, remove partitions and repair damaged surfaces to match adjacent surfaces. ! Section 01500 for further requirements.
B. Locate guard rails to protect workers. Post clearly
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visible warning signs.
inconvenience to building occupants as possible.
C. Carry out demolition work to cause as little a
3.02 DEMOLITION
A. Due to the lack of "As-Built" drawings and the age 0: existing structure, all demolition shall be performec under the supervision of the Contractor.
B. Demolish in an orderly and careful manner as require( accommodate the new work. Protect existing foundatic and supporting structural members.
authorities having jurisdiction.
required, at no cost to the Owner.
C. Perform demolition in accordance with applicable
D. Repair all demolition performed in excess of that
E. Promptly remove from site, contaminated, vermin infer or dangerous materials encountered and dispose of by means so as not to endanger health of workers and pul
F. Remove demolished materials, tools and equipment fro1
site upon completion of work. Leave site in a condil acceptable to the Owner.
G. Where alterations occur, saw-cut and remove as requii by the involved conditions for the proper installatic the work. Use cutting tools, not chopping tools.
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SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 DESCRIPTION
a
A. Work Included: Provide cast-in-place concrete, includii
formwork and reinforcement, where shown on the Drawings specified herein, and as needed for a complete and propc installation. I
B. Related Sections: The General Provisions and Division a part of and apply to this Section.
1.02 QUALITY ASSURANCE
A. Comply with "Specifications for Structural Concrete for Buildings," ACI 301, except as may be modified herein.
B. Do not commence placement of concrete until mix designs been reviewed and approved by the Architect and all governmental agencies having jurisdiction, and until COJ of the approved mix designs are at the job site and the batch plant.
1.03 SUBMITTALS
A. Submit concrete mix designs as per Section 01340.
B. Distribute approved mix designs to batch plant, job sitc
0
and any governmental agencies having jurisdiction.
1.04 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 - PRODUCTS
2.01 FORMS
A. Design, erect, support, brace, and maintain formwork so will safely support vertical and lateral loads which mi( be applied until such loads can be supported safely by I concrete structure. Use APA rated B-B plyform forms.
B. Constructed forms to the exact sizes, shapes, lines, an( dimensions shown, and as required to obtain accurate alignment, location, grades, and level and plumb work ii finished structure.
2.02 REINFORCEMENT
A. Comply with the following as minimums:
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1. Bars: ASTM A 615, Grade 60 unless otherwise shown c
2. Welded Fire Fabric: ASTM A185; flat sheets only.
3. Bending: ACI 318.
dimensions, within fabrication tolerances stated in the "Manual of Standard Practices."
the Drawings, using deformed bars for Number 3 and larger; a
B. Fabricate reinforcement to the required shapes and
C. Do not use reinforcement having any of the following defects:
1. Bar lengths, depths, or bends exceeding the specific
2. Bends or kinks not indicated on the Drawings or reqi
3. Bars with cross-section reduced due to excessive rus
fabricating tolerances;
for this work.
other causes.
2.03 CONCRETE
A. Comply with the following minimums:
1. Portland Cement: ASTM C150, Type I or 11, low alkal
2. Aggregate, General: a. ASTM C29 and C33, Uniformly graded and clean; b. Do not use aggregate known to cause excessive shrinkage.
3. Aggregate, coarse: Crushed rock or washed gravel wi minimum size between 3/4" and 1-1/2", and with a ma3 size number 4.
durable particles varying from fine to particles pas a 3/8" screen, of which at least 12% shall pass a 5C
mesh screen. Comply with ASTM C33.
4. Aggregate, fine: Natural washed sand of hard and
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5. Water: Clean and potable.
minimum at 28 days, unless otherwise required by governmental agencies having jurisdiction.
B. Provide concrete with compressive strength of 2,500 psi
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as sele
by the Contractor subject to the approval of the Archite
B. Expansion Joint Filler: Fiber Expansion Joint, ASTM D 17
Type 111, 3/8 inch thick.
C. Underlayment (floor patching) compound: Ardex K-15 or eq
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
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A. Examine the areas and conditions under which work of thi Correct conditions detriment Do not prc
section will be performed.
to timely and proper completion of the work. until unsatisfactory conditions are corrected.
3.02 REINFORCING
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A. Comply with the following, as well as the specified standards, for details and methods of reinforcing placen and supports. 1. Clean reinforcement and remove loose dust and mill scale, earth, and other materials which reduce bond destroy bond with concrete.
2. Position, support, and secure reinforcement against displacement by forms, construction, and the concret placement operations.
3. Place reinforcement to obtain the required coverages concrete protection.
4. Install welded wire fabric in as long lengths as practicable, lapping adjoining pieces one full mesh minimum.
5. Unless otherwise shown on the Drawings, or required governmental agencies having jurisdiction, lap bars diameters minimum.
3.03 EMBEDDED ITEMS
A. Do not embed piping, other than electrical conduit, in
B. Set bolts, inserts, and other required items in the
structural concrete.
concrete, accurate1y.secured so they will not be displac and in the precise locations needed.
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3.04 MIXING CONCRETE
A. Transit mix the concrete in accordance with provisions c ASTM C 94.
B. Mixing Water: 1. At the batch plant, withhold 2-1/2 gal. of water per cubic yd. of concrete. 2. Upon arrival at the job site, add all or part of the withheld water (as required for proper slump) before concrete is discharged from the mixer. 3. Mix not less than five minutes after the withheld wa has been added, and not less than one minute of that time immediately prior to discharge of the batch.
mixing time per batch after first addition of water.
C. Do not use concrete that has stood for over 30 minutes B leaving the mixer, or concrete that is not placed withir
minutes after water is first introduced into the mix.
4. Unless otherwise directed, provide 15 minutes total
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3.05 PLACING CONCRETE
A. Preparation:
1. Remove foreign matter accumulated in the forms. 2. Rigidly close openings left in the formworks.
3. Wet wood forms sufficiently to tighten up cracks. 4. Use only clean tools.
5. Compact all subgrade under slabs to minimum 95% max:
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dry density per ASTM D 1557.
B. Conveying: 1. Perform concrete placing at such a rate that concrel which is being integrated with fresh concrete is st: plastic.
2. Deposit concrete as nearly as practicable in its fii location so as to avoid separation due to rehandlinc flowing. 3. Do not use concrete which becomes non-plastic and
unworkable, or does not meet required quality contrc limits, or has been contaminated by foreign materia.
4. Remove rejected concrete from the job site.
1. Deposit and consolidate concrete slabs in a continuc operation, within limits of construction joints, unl the placing of a panel or section is completed.
2. Bring slab surfaces to the correct level with a straightedge, and then strike off.
3. Use bullfloats or darbies to smooth the surface, lei the surface free from bumps and hollows.
4. Do not sprinkle water on the plastic surface. Do nc disturb the slab surface prior to start of finishinc operations.
C. Placing concrete slabs:
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3.06 CONSOLIDATION
A. General:
1. Consolidate each layer of concrete immediately afte:
2. Do not vibrate forms or reinforcement.
3. Do not use vibrators to transport concrete inside tl
placing, by use of internal concrete vibrators supplemented by hand spading, rodding, or tamping.
f oms.
3.07 JOINTS
A. Expansion Joints: 1. Do not permit reinforcement or other embedded metal
items that are being bonded with concrete (except dc in floors bonded on only one side of the joints) to extend continuously through any expansion joint.
2. Make expansion joints with 3/8" thick expansion joi: filler, depressed 3/8" from top surface of slab. C
CAST-IN-PLACE CONCRETE 0 03300 - 4
CARLSBAD LIBRARY ADA UPGRADE
all concrete and debris out of the 3/8" deep groove allow for pourable sealant as per Section 07900.
B. Control Joints: Provide sawn or tooled joints; do not L "Zip-strips". Depth equal to 1/4 slab thickness. Spacj as required and approved.
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3.08 CONCRETE FINISHING
A. Except as may be shown otherwise on the Drawings, provic
the following finishes at the indicated locations.
1. Float Finish:
a. Apply to monolithic slab surfaces that are to receive trowel finish and other finishes specifj hereinafter.
a. Apply to monolithic slab surfaces that are to be exposed to view, unless otherwise shown, and to surfaces that are to be covered with resilient flooring and carpeting. Power and then hand trotn
a. Apply to walks, stairs, drives, ramps, and simil pedestrian and vehicular areas. Match adjacent existing finish.
2. Trowel Finish:
3. Non-Slip Broom Finish:
B. Finishing Tolerances: True plane within 1/8" in ten feet
determined by a ten foot straightedge placed anywhere or
slab in any direction. Slope as required to suit existj
conditions. Radius exposed corners and edges to match.
3.09 REMEDIAL WORK
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A. Repair or replace deficient work and damaged existing concrete, as directed by the Architect and Owner, at no additional cost.
3.10 CURING CONCRETE
A. Cure and protect concrete in accordance with pertinent provisions of ACI 302 and 308. Protect from damage.
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SECTION 05500
METAL FABRICATIONS
PART 1 - GENERAL
1.01 WORK INCLUDED
0-
A. Fabricate miscellaneous metal items indicated herein, or
where required by work of other sections of the specifications. Finish as indicated.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and i
B. Section 03300: Cast-in-Place Concrete
C. Section 05521: Stair Pipe Railings
D. Section 09900: Painting
to this Section.
1.03 SUBMITTALS
A. Submit samples of interior stair handrail support hardwa: and connectors. Comply with Section 01340.
1.04 QUALITY ASSURANCE
A. Perform shop and/or field welding required in connection the work of this section in strict accordance with perti: recommendations of the American Welding Society, and Welc Certification Requirements of the City or County Buildini Department covering the work.
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1.05 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
B. Deliver all materials and finished assemblies in an unda: condition. Off-load in such a manner as to avoid placin stress on joints, connections, or frames.
C. Store all materials and assemblies in an acceptable mann maintaining specified finish without damage from weather traffic or work in progress.
PART 2 - PRODUCTS
2.01 GENERAL
A. Provide and install items, complete in respect to functi
intended.
METAL FABRICATIONS
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2.02 MATERIALS
A. Steel Plates, Shapes and Bars: ASTM A 36.
B. Steel Plates to be Bent or Cold-formed: ASTM A 283 Grade
C. Steel Bars and Bar-size Shapes: ASTM A 663, or ASTM A 6’
D. Steel Tubing: (Hot-Formed, Welded or Seamless), ASTM A !
E. Cold-Finished Steel Bars: ASTM A 108, grade as selected
F. Cold-Rolled Carbon Steel Sheets: ASTM A 366.
G. Galvanized Carbon Steel Sheets: ASTM A 526, with ASTM A
H. Gray iron Castings: ASTM A 48, Class 30.
I. Malleable Iron Castings: ASTM A 47, grade as selected.
J. Steel Pipe: ASTM A 53, type as selected; Grade A; black
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the fabricator.
G90 Zinc Coating.
finish unless galvanizing is required; standard weight
(Schedule 40), unless otherwise indicated.
R. Concrete Inserts: Threaded or wedge type, ferrous castii either malleable iron ASTM A 47, or cast steel ASTM A 27 Provide bolts, washers and shims as required, per ASTM A Galvanize all items where exposed to weather or where indicated on Drawings.
L. Isolator for Metals Causing Electrolytic Action: Asphal.
M. Shop Prime Coat Paint: Shop-compliant and compatible wi coatings specified in Section 09900. Tnemec Co. Series Modified Alkyd rust-inhibitive primerl No. 10-1009 TPC G or approved equal.
complying with MIL-P-26915, Minimum 8 mil thickness. Products Co., or equal.
0. Non-Shrink Grout: Premixed, factory packaged, nonmetal1 nonstaining complying with Corp of Engineers CRD-C-621. Masterbuilders; U.S. Grout; Cormix; Sika or approved equ
P. Welding Electrodes: Appropriate type for the metal to b welded. Comply with AWS D1.l.
1)
bitumen emulsion.
N. Galvanizing Repair Paint: Cold galvanizing compoundl Z.
2.03 FASTENERS
A. General: 1. For exterior use and where building into exterior wa
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provide zinc-coated fasteners.
the particular use. 2. Provide fasteners of type, grade, and class required
B. Comply with following standards as pertinent.
1. Bolts and Nuts: Provide Hexagon-head regular type
2. Lag Bolts: Provide square-head type complying with F
3. Machine Screws: Provide cadmium plated steel type
4. Washers:
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complying with ASTM A 307, Grade A;
Spec. FRF-B-561;
complying with Fed. Spec FF-S-111;
a. Plain Washers: Comply with Fed. Spec. FF-W-92,
b. Lock Washers: Comply with Fed. Spec. FF-W-84,
complying with Fed. Spec., FF-B-588;
Division of TRW Co.
with Fed. Spec. FF-S-325.
Round, carbon steel.
helical spring type carbon steel;
5. Toggle Bolts: Provide type, class, and style needed
6. Headed Studs: "Nelson Studs" as manufactured by Nels
7. Anchorage Devices: Provide expansion shields complyj
C. Interior Stair Handrail Brackets and Connectors: Believec be Carlstadt Post Brackets, as mfd. by Julius Blum & Co., Carlstadt, N.J. (800)526-6293. Stainless Steel finish; verify type through field matching and submitting sampleE
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selec by the Contractor subject to the approval of the Architec
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2.05 FABRICATION
A. Verify dimensions on site prior to shop fabrication.
B. Fabricate items with joints neatly fitted and properly secured. limit materials to those which are free from surface blemishes, pitting, rolled trade names, and roughness.
C. Fit and shop assemble in largest practical sections, for delivery to site.
D. Welding: Comply with AWS D1.l. Grind exposed welds smool and flush with adjacent finished surfaces.
E. Exposed Mechanical Fastenings: Flush countersunk screws bolts, unobtrusively located, consistent with design of component, except where specifically noted otherwise.
exposed edges to small uniform radius.
In fabricating items which will be exposed to I
F. Make exposed joints butt tight, flush and hairline. East
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G. Exposed Surfaces: Provide corners, bolt holes and surfac free of torn metal, burrs, sharp edges and protrusions. Provide rounded corners (eased edges) on exposed surface!
H. Provide components required for proper anchorage of meta: fabrications. Fabricate anchorage and related component! same material and finish as metal fabrication, unless otherwise specified in schedule herein.
I. Thoroughly clean surfaces of rust, scale, grease and fort matter prior to prime painting or galvanizing.
J. Prime paint ferrous metal with one coat primer, 2.0 mil ( film thickness. Do not shop prime surfaces in direct COI with concrete or requiring field welding. On surfaces inaccessible after assembly or erection, apply two coats mil DFT each) of the specified primer. Change color of second coat to distinguish it from the first.
K. Galvanizing: Minimum 2.3 Oz./sq.ft.; in largest practic, sections after fabrication. Do not shop prime galvanized items unless specifically noted. 1. Steel members, fabrications and assemblies shall be galvanized after fabrication, by hot dip process in accordance with ASTM A 123, and A 385 as applicable. Weight of zinc coating to conform to requirements specified under "Weight of Coating" in ASTM A 123 or A 385, as applicable. 2. Bolts, nuts, and washers, and iron and steel hardwarc components shall be galvanized in accordance with AS'
153. Weight of zinc coating to conform to requiremei specified under "weight of coating" in ASTM A 153.
0
0
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of thi Correct conditions detrimenti Do not procee( section will be performed. timely and proper completion of the work. until unsatisfactory conditions are corrected.
3.02 COORDINATION
A. Coordinate as required with other trades to assure prope adequate provision in the work of those trades for inter with the work of this Section.
3.03 ERECTION AND INSTALLATION
A. Obtain Architect's review prior to site cutting or makin
B. Install items plumb, true, square and level, accurately
adjustments which are not part of scheduled work.
fitted and free from rack, distortion or defects. Ancho
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firmly into position.
C. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. e
D. Replace items damaged in course of installation.
E. Field Welding: Comply with AWS D1.l. Grind exposed welc flush and smooth. Clean and strip primed steel items to metal where site welding is required.
paint (cold-applied asphalt mastic) or cover with 20 mil corrosion protection tape.
galvanized after fabrication and which are intended for bolted or screwed field connections.
F. Dissimilar Metals: Coat contact surfaces with bituminous
G. Do not cut, weld, or abrade surfaces which have been hot-
H. After installation, clean and touch-up field welds, scrat and damaged prime painted and galvanized surfaces. Use i primer consistent with shop coat. For galvanized finish, a stick zinc-alloy applied with 512 Degrees F. heat.
I. Supply to appropriate trades, items requiring to be cast concrete, or embedded in masonry, complete with necessarj setting templates.
Work shall be done by mechanics skilled in type of work required. As far as possible, work shall be fitted and 1 assembled, ready for erection.
Provide holes of proper sizes and in correct locations required for attachment of work of other trades. Do all
cutting, tapping, and drilling required, and as necessar] attachment of work of other trades.
L. Form work to detail, with clean, straight, sharply definc Exposed joints shall be close fitting and madc
J. 0-
R.
profiles. where least conspicuous.
M. Install supporting members, fastenings, frames, hangers, bracing, brackets, straps, bolts, and angles required to and connect work to other construction.
N. Drill holes for bolts and screws; countersink holes for
Conceal fasteners where possible. exposed screws. Provide rebates, lugs and brackets as required by details.
0. Assemble and install work with adequate provisions to prl distortion and overstressing from expansion and contract
....................
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SECTION 05521
STAIR PIPE RAILINGS
PART 1 - GENERAL
1.01 WORK INCLUDED
4D
A. Exterior stair pipe handrails (Alternate Bid Item)
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and
B. Section 01030: Alternates
C. Section 03300: Cast-in-Place Concrete
D. Section 05500: Metal Fabrications
E. Section 09900: Finish Painting
to this Section.
1.03 DESIGN DATA
A. Fabricate posts and railings to resist a lateral force o minimum 150 lbs. at any single point and railing to resi lateral force of 50 lbs. per lineal foot at top rail wit permanent set or damage to members or anchors.
1.04. SUBMITTALS e
A. Comply with pertinent provisions of Section 01340.
B. Manufacturer's Data: Submit Product Data and Materials to provide compliance with the specified requirements.
C. Shop Drawings: In sufficient detail to show fabrication installation, anchorage, and interface of the work of th section, and with the work of adjacent trades.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Round Stair Posts and Rails: Galvanized ASTM A 53, Sche
40 pipe, size and shape as indicated on the Drawings.
B. Provide additional mounting hardware as may be required. Provide flanges, fittings, anchors, and closures for interconnections of pipe and attachment to other work.
2.02 GALVANIZING
A. ASTM A 123; minimum 2.3 oz./sq.ft. coating; hot-dip galv
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after fabrication; galvanize all exterior railings, post! and fittings .
2.03 FABRICATION a
A. Verify dimensions on site prior to shop fabrication.
B. Grind exposed welds smooth and flush with adjacent surfac
Provide continuously welded connections. Perform weldinc accordance with pertinent recommendations of the Americai Welding Society.
C. Exposed Surfaces: Provide corners, bolt holes and surfac free of torn metal, burrs, sharp edges and protrusions. Provide eased edges on exposed surfaces.
Make joints flush, with concealed and seamless fittings. Make bends to preserve contour of the pipe. I).
PART 3 - EXECUTION
3.01 INSTALLATION
A. Erect work square, plumb, level, accurate to sizes and f: from distortion or defects detrimental to appearance and performance.
Provide railing posts spaced as indicated, but not over I feet on center.
C. Provide galvanized pipe sleeves for posts set in concretc except where core drilling is indicated. Provide sleeve: having an inside diameter at least 1/2" larger than outs. diameter of posts, at least 10" long, and having bottom closed with a steel plate at least 1" larger than sleeve
D. After installation, clean and touch-up field welds, scra and damaged galvanized surfaces. Use stick zinc-alloy applied with 512 degrees F. heat for galvanized finish.
B. Install in accordance with Drawings, and shop drawings. e
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SECTION 06200
FINISH CARPENTRY AND MILLWORK
PART 1 - GENERAL
1.01 WORK INCLUDED
a
A. Finish Carpentry and Millwork, Lavatory Countertops, Staj Handrails, Marlite Panels.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and i
B. Section 09900: Painting
to this Section.
1.03 QUALITY ASSURANCE
A. Millwork: Manufacture and install in accordance with the Standards of the latest edition of the Manual of Millworlr The Woodwork Institute of California (WIC) Custom Grade.
storage of architectural woodwork to construction superintendent.
C. Before delivery to the jobsite, the millwork supplier sht
issue a W.I.C. certified compliance certificate indicatir
the millwork products he will furnish for this job and certifying that they will fully meet all the requirements the grade or grades specified.
D. The shop drawings for the carpentry and millwork shall bt the W.I.C. certified compliance label indicating that drawings fully meet the requirements of the W.I.C. grade
specified.
certified compliance grade label indicating the tops ful: meet the requirements of the W.I.C. grade specified.
F. Plywood: Comply with the Standards of the American Plywc Association (APA) Grade Guide C-20 and Product Standard I
B. Deliver WIC Technical Bulletin for recommended care and
a.
E. Each plastic laminate countertop shall bear the W.I.C.
1.04 SUBMITTALS
A. Submit samples and shop drawings in accordance with Sect:
B. Samples Required:
01340.
1. Marlite Panel, 3 inches square.
2. Stair Handrail, 12 inches long.
3. Laminate Plastic Color(s).
FINISH CARPENTRY AND MILLWORK 06200 - 1
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CARLSBAD LIBRARY ADA UPGRADE
Note - Submit all samples with finish as specified.
C. Shop Drawings: Indicate materials, component profiles, fastening methods, joining details, anchorage and accessories. a
1.05 HANDLING
A. Do not deliver millwork items until site conditions are adequate to receive the work. Protect items from weathei while in transit. Comply with WIC Manual of Millwork, Technical Bulletin 410-R.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Each piece of lumber or plywood shall be identified with grade and trademark as specified herein.
B. Interior Hardwood Handrail: Match existing species, (oak walnut- verify at jobsite). WIC custom grade clear selec plain sliced, vertical grain. 10% max. moisture content
prefinished "Marlite" panels as manufactured by Masonite Corp. or equal. Adhesive applied with color matched edgc and corner moldings. Provide moldings on all exposed edc
C. Prefinished Hardboard (Marlite) Panels: 1/8" thick
a . 2.02 LAVATORY COUNTERTOPS
A. WIC Custom Grade laminate plastic covered. Provide 4" h. backsplash at all rear and side walls. Provide end and 1
splashes with square butt joints; Self-edge edges. Self. top on all splashes and scribe to wall. Laminate plastic
edge banding.
complying with NEMA LD3. Provide colors and patterns as indicated on drawings or selected by Architect from stanc colors and finishes of the approved manufacturer.
B. Laminate Plastic: General purpose type, 0.050" thick,
2.03 FABRICATION
A. Assemble millwork in the mill in units or in sections as large as practicable, except where design does not permi.
mill assembly.
B. Fabricate millwork to field measurements. Immediately r( to Owner any major discrepancy between drawings and fielc
measurements.
PART 3 - EXECUTION
3.01 INSTALLATION
FINISH CARPENTRY AND MILLWORK 06200 - 2
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CARLSBAD LIBRARY ADA UPGRADE
A. General
1. Perform work in accordance with highest trade standai applicable and W.I.C. Sections 1 and 26. 2. Choose all finish carpentry and millwork materials carefully to be sure that they accurately fit the spi in which they are to be placed, and that no two join1 occur adjacent to each other. 3. Place all wood members in their intended locations ti to line, level and plumb.
4. Where joints are required or shown, cut the wood clei and fit together tightly. Use hardwood dowels on sti railings.
5. Unless noted otherwise use the longest lengths of lw or sheets of Marlite available.
6. Miter all exposed external angles; cope all exposed internal angles.
m
B. Nailing: Blind nail where possible, countersink all expc fastenings. Pre-drill where necessary to prevent splitt. Space and align nailing in a consistent pattern.
C. Defective Work: Remedy the defects or remove and replacc work that is not true to line and plane, not in satisfac. condition, or is damaged or marred.
D. Marlite Panels: Install in accordance with manufacturer recommendations. Conceal all fasteners under moldings. longest length width panels possible, and equally space panels (joints) along wall in a symmetrical alignment. 1 full-height panels (No horizontal splices).
"Installation of Millwork". Scribe all units to walls w out the use of scribe strips. Coordinate cutouts for sii and other accessories with other trades; neatly cut and
as required. Install level and plumb, anchoring firmly.
E. 'Countertop Installation: Comply with WIC Section 26
4B
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SECTION 07900
SEALANTS
PART 1 - GENERAL
1.01 WORK INCLUDED
a
A. Sealant and backing materials. Clean and prepare surfaces
B. In addition to locations indicated on the Drawings and
receive sealant materials.
specified herein, install sealant and backing material ir! joints as directed by Architect.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of and E to this Section.
E. Section 03300: Cast-in-Place Concrete
C. Section 09260: Gypsum Wallboard
D. Section 09310: Ceramic Tile
1.03 PRODUCT DATA AND SAMPLES
A. Submit product data in accordance with Section 01340. Furnish sealants of a single manufacturer for each type specified.
B. Submit manufacturer's descriptive literature; including surface preparation, installation instructions, and detaj
C. Submit samples of each color of manufacturer's standard colors for selection by Architect.
@
PART 2 - PRODUCTS
2.01 SEALANTS
A. Acceptable Manufacturers: Subject to compliance with requirements, manufacturers offering products which may 1 incorporated in the work include, but are not limited to following:
1. Vulkem/Mameco
2. Tremco
3. Pecora 4. General Electric Co. 5. Dow Corning
6. Sika
7. Sonneborn
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...............................................................
SELECT PRODUCTS AS REQUIRED FOR SPECIFIC APPLICATIONS IN THE VARIOUS AREAS.
...............................................................
B. Type: One part moisture cured polyurethane sealant compl with Federal Specification TT-S-O0230C, Class A, Type 11, ASTM C 920. a. Dymonic by Tremco. b. c. Vulkem 921 or 116. d. Sonolastic NP1, by Sonneborn Use: Where anticipated joint movement will be 25% of le:
Unless otherwise specified, provide at all exterior join1 conditions required for waterproofing.
C. Type: Multi-component, polyurethane base, self-leveling sealant complying with ASTM C920 and Federal Specificatic TT-S-O0227E, Class A, Type I (pourable) or I1 (Gun-Grade' horizontal surfaces, with minimum shore hardness of 35. a. THC 900/901 or HPL by Tremco. b. Dynatred, by Pecora Corporation. c. Vulkem 45 or 245 d. Sikaflex 2C-SL, by Sika e. Sonolastic SL-2, by Sonneborn Use: Interior and exterior horizontal joints exposed to pedestrian and vehicular traffic, and all joints subject immersion. Sidewalks, concrete flatwork.
a
Sikaflex 1A or 15LM by Sika Corporation.
D. Type: One part acrylic latex sealant complying with
. ASTM C 834 and Federal Specification 19-GP-21M. . a. Acrylic latex caulk, #834, by Tremco. b. AC-20, by Pecora Corporation. c. Sonolac, by Sonneborn. d. AL800 by Adco Products Inc. Use: Provide at all interior sealant joints. Ex.-inter: masonry to gypsumboard.
a. Proglaze white, by Tremco.
b. Dow 786, by Dow Corning. Use: Provide fillet bead around all casework, fixtures, accessories in restrooms.
a. Moving joints:
e
E. Type: Mildew resistant silicone sealant
F. Type: Fire rated sealant system.
1. Fire rated joint system, by Tremco. 2. Firestop 2000, by Dow Corning. 3. Pensil 300, by General Electric.
1. Fire barrier penetration sealing systems, by 3M
2. Fire Stop System, by Dow Corning. 3. Fyre-Shield by Tremco. 4. Pensil Fire Stop System by General Electric.
SEALANTS 07900 - 2
b. Fixed Penetrations:
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CARLSBAD LIBRARY ADA UPGRADE
Use:
fire rated walls and partitions, and through fire rated floors, as necessary to maintain continuous smoke seal.
Provide at penetrations and joint conditions throuc
2.02 COLORS 0
A. Colors for each sealant installation will be selected by Architect from standard colors normally available from t. specified manufacturer.
Should such standard color not be available from the app manufacturer except at additional charge, provide such cc at no additional cost to the Owner.
B.
2.03 PREPARATORY MATERIALS
A. Primer: Non-staining type recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non-corrosive type recommended by sealan manufacturer, compatible with joint forming materials.
C. Bond Breaker: Type and consistency recommended by the sealant manufacturer to suit application.
2.04 BACKING MATERIAL FOR SEALANT
A. Synthetic material compatible with sealant and free from
B. Comply with the following: 1. Non-traffic Joints: Backing shall be closed-cell expanded polyethylene rod or square rod conforming t ASTM D 1752, or closed cell vinyl type conforming to
D 1667 Grade VE-41. Open-cell or "Sof-Rod" hybrid ty allowable if acceptable to sealant manufacturer. 2. Traffic Joints: Backing shall be closed cell neopre rod or square rod conforming to ASTM C509, with a mi
durometer hardness of 45.
0
C. Size backing material to 30 to 50 percent compression up insertion, as per manufacturer's recommendations.
2.05 SPECIAL FINISHES
A. Special finishes and fluoropolymer coatings such as Hyla Hynar 500, Duranar, Etc. shall be given special consider by the Contractor for sealant adhesion and compatibility adjacent surfaces. Only products recommended and tested manufacturer per ASTM C 794 for such surfaces shall be u
2.06 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as sele by the Contractor subject to the approval of the Archite
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PART 3 - EXECUTION
3.01 JOINT DESIGN
A. Coordinate the work of other trades such that the shape c the joint, its dimensions and anticipated movement shall comply with the following:
1. Minimum Width: Not less than 1/4" wide. 2. Minimum Depth: Not less than 1/8" deep.
3. Maximum Movement: The width of the joint shall be at least 4 times it's maximum movement.
4. Width/Depth Ratio: The depth of the sealant shall br greater than the width. Depth shall be not less thar inch and not more than 1 inch.
a
3.02 INSPECTION
A. Verify joint dimensions, physical, and environmental conditions are acceptable to receive work of this sectior
B. Determine that related work in place is free of conditio1
which might be detrimental to proper and timely completic the work. Start of work shall indicate acceptability of
related work.
3.03 PREPARATION
A. Clean, prepare, and size joints in accordance with manufacturer's instructions. Remove any loose materials other foreign matter which might impair adhesion of sealt
B. Verify that joint shaping materials and release tapes arc compatible with sealant.
C. Examine joint dimensions and size materials to achieve required width/depth ratios.
Use bond breaker tape at joints where depth or profile oJ joint does not permit use of backer rod. Use bond breakr
where required.
E. Protect adjacent areas from excess sealant with masking j required.
F. Use joint filler to achieve required joint depths, to al; sealants to perform properly.
G. Apply primers prior to installation of joint backing materials where required by manufacturer's instructions.
H. Wire brush to remove rust or corrosion from metals. If concrete joints were "Wet" sawed, remove laitance from s: of joint. Eliminate traces of oil, grease, and lacquers a non-corrosive solvent wash, using toluene, xylene, or
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CAIUSBAD LIBRARY ADA UPGRADE
methylethyl ketone (MEK) applied with a clean brush and 1 dry with frequently changed clean rags.
I. Do not apply sealant to concrete surfaces until the conc is completely cured (28 days minimum, longer in damp locations).
a
3.04 INSTALLATION
A. Install sealant in strict accordance with manufacturer's instructions. Perform work in accordance with ASTM C 962 elastomeric joint sealants.
B. Use gun with nozzle of proper size for joint width.
C. Apply sealant within recommended temperature ranges. Co manufacturer when sealant cannot be applied within recommended temperature ranges. Ambient temperatures du application shall be between 40 degrees and 100 degrees Fahrenheit.
Drawings, slightly concave, smooth, even, and free of ai pockets, embedded matter, wrinkles, ridges and sags. Fo sealant into joint and against sides to completely fill make uniform. Avoid pulling sealant from sides.
E. Seal all holes or voids in fire rated floors and walls w an intumescent material (specified fire rated sealant sy capable of expanding up to 8 to 10 times when exposed to temperatures of 250 F. It shall have I.C.B.O. (NRB 243) approved ratings per ASTM E 814 (UL 1479).
F. No sealant shall be applied when water is present in any (i.e. rain, dew, ice, frost, etc.) on the surfaces to be coated.
Thoroughly and completely mask joints where the appearan sealant on adjacent surfaces would be objectionable.
1. Remove masking tape immediately after joints have be tooled. 2. Clean adjacent surfaces free from sealant as the installation progresses, using solvent or cleaning a recommended by the manufacturer of the sealant used.
D. Tool and form joints, except as detailed otherwise on
e
G.
H. Cleaning Up:
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SECTION 08111
METAL DOOR FRAMES
PART 1 - GENERAL
1.01 SUMMARY
a
A. Provide metal door frames where shown on the Drawings, as specified herein, and as needed for a complete and proper installation.
B. Related Work:
1. The General Provisions and Division 1 are a part of a apply to this Section.
2. Section 08211: Wood Doors.
3. Section 08700: Hardware.
1.02 SUBMI+TALS
A. Comply with the pertinent provisions of Section 01340.
B. Submit the following product data: 1. Materials list of items proposed to be provided undex this section;
2. Manufacturer's specifications and other data needed t prove compliance with the specified requirements;
3. Shop drawings showing details of each frame type and details of installation and anchorage;
4. Manufacturer's recommended installation procedures wk when approved by the Architect, will become the basis accepting or rejecting actual installation procedure on the work.
e
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thorough1 trained and experienced in the necessary crafts and who i
completely familiar with the specified requirements and t methods needed for proper performance of the work of this Section.
B. Unless specifically otherwise approved by the Architect, provide all products of this section from a single
manufacturer.
1.04 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01600 and mf1
PART 2 - PRODUCTS
2.01 METAL DOOR FfiAMES
A. Where called for on the drawings, provide commercial serj
METAL DOOR FRAMES 08111 - 1
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CARLSBAD LIBRARY ADA UPGWE
"C" steel door frames manufactured by Timely Industries I 875-0124, or provide equal products of another manufactui approved in advance by the Architect; and with the follot attributes:
1. Not lighter than 18 gage steel, pressed into profiler indicated on the Drawings or otherwise approved in advance by the Architect; 2. Not lighter than 14 gage hinge reinforcing plates;
3. Plated adjustable strike plates, and door silencers;
4. Premitered casing sections, with aligning corner insf
5. Factory primecoated for painting at jobsite.
6. Acceptable Alternate Mfr: RediFrame, subject to apprc
0
2.02 FINISH HARDWARE
a. Secure templates from the finish hardware supplier, and accurately install, or make provision for, all finish hardware at the factory.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of thi! section will be performed. Correct conditions detrimenti timely and proper completion of the work. Do not proceec until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Placing Frames:
4. Set frames accurately into position, plumbed, alignec
and braced securely until permanent anchors are set. 5. After wall construction is completed, remove tempora: braces and spreaders, leaving surfaces smooth and undamaged.
6. At in-place construction, set frames and secure to
adjacent construction with machine screws and suitab. anchorage devices. Provide "2" fillers at each screi location.
7. Touch up scratched finish with manufacturer-supplied paint. Protect frames from damage until final accept, Finish-paint per Section 09900.
a
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SECTION 08211
FLUSH WOOD DOORS
PART 1 - GENERAL
1.01 WORK INCLUDED
*
A. Flush Wood Doors, stain and paint grade. Resawn wall sid and battens on public restroom door faces (match existing
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, and
B. Section 06200: Finish Carpentry and Millwork
C. Section 08700: Door Hardware
D. Section 09900: Painting
apply to, this Section.
1.03 SUBMITTALS
A. Submit Shop Drawings and manufacturer's Product Data in accordance with Section 01340.
1.04 QUALITY ASSURANCE
A. Comply with latest edition of Woodwork Institute of * California (WIC) "Manual of Millwork", Section 20.
Issue a WIC Certified Compliance Certificate prior to delivery of doors certifying that doors fully meet all th requirements of the WIC grade specified.
C. Deliver WIC Technical Bulletin for job handling, finishin
B.
and installing wood doors to construction superintendent doors.
1.05 GUARANTEE/WARRANTY
A. Provide written guarantee in accordance with Section 017C
B. Guarantee: Provide for replacing, including cost of rehanging and refinishing, at no cost to Owner, wood door exhibiting defects in materials or workmanship including and de-lamination for the life of installation.
1.06 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01600.
B. Do not drag doors across one another; lift doors and car1 them into position.
FLUSH WOOD DOORS
08211 - 1
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PART 2 - PRODUCTS
2.01 MATERIALS
A. Flush Wood Slab Doors:
1. WIC grade: custom
2. Construction: solid particleboard core; 5-ply or 7-p: (optional).
3. Thickness: 1-3/4 inches, unless otherwise dictated 1 existing conditions. 4. Face Veneers: a. Administration Restrooms: Opaque Finish: Sound GI or better per NWWDA I.S.1, Hardboard. b. Public Restrooms: Transparent (stain and lacquer: finish: Plain sliced red oak, running matched.
5. Wood Siding and Battens on blindcut door faces (Publ: Restrooms): Provide resawn siding and battens in same species, sizes, and cut patterns to match existing.
0
2.02 FABRICATION
A. General: 1. Comply with WIC quality standards, except to meet or exceed requirements herein specified. 2. Complete factory prefit and premachine to required s: ready for installation at project site; no on-jobsitc trimming permitted.
3. Prepare in accordance with approved hardware schedule templates.
4. Use Type .I adhesive.
B. Fabricating Tolerances: 1. Prefit Size: + or - 1/32" overall dimensions.
2. Squareness: Length of diagonal measured on face of c from upper right corner to lower left corner between length of diagonal measured on upper left corner to 1 right corner with maximum difference of 1/8".
3. Maximum Warp: 1/4". 4. Shown-Through (Telegraphing): l/lOO" deviation from plane in any 3" span of door face.
5. Pre-machine doors within industry tolerances. A plus minus 1/32" will be allowed on all hardware location: plus 1/32", minus O-inch tolerance will be allowed 01 lock front preparation cutouts.
a.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Door Clearances: 1. Head and Lock Edge: 1/8 inch.
2. Hinge Edge: 1/16 inch.
3. Bottom: 1/4 inch above finish floor.
B. Install wood doors plumb and square, and with maximum
FLUSH WOOD DOORS
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diagonal distortion of 1/16 inch. Install hardware in accordance with requirements of Section 08700. @ 3.02 FIELD QUALITY CONTROL
A. Comply with WIC Manual of Millwork Section 26 and WIC Technical Bulletin No. 420-R.
B. Ensure doors are finished on all four edges by the painte
C. Hammer marks, gouged or chipped edges, or careless mortic of hardware into doors will not be accepted. Replace doc displaying such defects at the Architect's direction wit1 cost to the Owner.
Replace or rehang doors which are hinge-bound and do not swing or operate freely.
Examine door frames and verify frames are of correct type have been installed for proper hanging of corresponding doors.
D.
E.
F. Install in accordance with manufacturer's written specifications and instructions.
those for which doors were manufactured. Do not install doors in frames set out of plumb.
H. Install to operate freely, but not loosely, free from hir bound conditions, striking or binding. Do not install ir 'frames which would hinder operation of doors. rattling when in latched condition.
I. Institute protective measures as recommended and acceptec the door manufacturer to ensure that wood doors will be without damage or deterioration at time of substantial completion.
G. Do not field cut doors down to opening sizes smaller thar
Hang free
a
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SECTION 08700
FINISH HARDWARE a PART 1 - GENERAL
1.01 WORK INCLUDED
A. Finish Door Hardware as indicated on the Drawings, specii herein and as required to complete the work. Provide trj attachments and fastenings specified or required for pro1 and complete installation.
1.02 RELATED WORK
A.
B. Sectioh 08211: Flush Wood Doors
The General Provisions and Division 1 are a part of and i to this Section.
1.03 DELIVERY, STORAGE AND HANDLING
A. Packing, Marking and Delivery: Individually package eack unit of hardware, complete with proper fastenings and appurtenances. Clearly mark each package on the outside show the contents and specific location in the work.
1.04 SUBMITTALS
A. Submit hardware list and product data in accordance with Section 01340. Do not order hardware until hardware lis1 been approved by the Architect. Identify each hardware : by manufacturer, manufacturer's catalog number and exact location in the work. Provide in suitable form to facilitate ready checking by the Architect. Review of tl hardware schedule by the Architect does not relieve the hardware supplier from the responsibility of providing hardware to complete the work.
B. Catalog Cuts: Provide manufacturer's catalog cuts of evt item furnished for this project. Provide a picture of ea(
item. Show all finishes, sizes, catalog numbers and pictures. Explain fully all abbreviations.
0
1.05 SAMPLES
A. Samples: When directed by the Architect, submit a samplt designated items of hardware proposed in the work to the
Architect for approval.
1.06 TEMPLATES
A. Supply templates to door and frame manufacturers to enab: proper and accurate sizing and locations of cut outs for hardware. Provide sufficiently in advance to avoid dela!
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08700 - 1
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CARLSBAD LIBRARY ADA UPGRADE
the work. Provide actual hardware to door and frame suppl if so required.
(I) 1.07 REGULATORY REQUIREMENTS AND REFERENCE STANDARDS
A. Comply with the latest edition of the following:
1. Uniform Building Code (UBC). California State Disabil Requirements; (California Code of Regulations CCR, Tj
24, Part 2).
2. Underwriters’ Laboratories, Inc. (UL) Standards.
3. American National Standards Institute (ANSI).
4. Americans with Disabilities Act Accessibility Guidelj (ADAAG).
5. American National Standards Institute (ANSI): a. ANSI A115 and A115W Series- Door and Frame Preparz Standards. b. ANSI/BHMA A156.1 through A156.20- Standards for various hardware items as sponsored and published Builders Hardware Manufacturers Association (BHMA:
1.08 GENERAL REQUIREMENTS
A. Where finished shape or size of members taking hardware j such as to prevent or make unsuitable the use of the exac types specified, suitable types shall be furnished havinc nearly as practicable the operation and quality as the tj specified.
B. Proper Hind and Type: The hardware shall be the proper li for its required use and shall fit its intended location
. perfectly. Should any hardware, as specified, fail to me the intended requirements or require any modifications tc the intended location, this matter, or any other necessai advance information, shall be brought to the attention oi Architect for correction or advice in ample time to avoic delay in the manufacture and delivery of the hardware.
*
1.09 WARRANTY
A. All hardware shall be warranted for a period of two years from the date of substantial completion. Defects in materials and workmanship occurring during the warranty period shall be corrected to the complete satisfaction oi Architect. Provide a 5-year guarantee for all door close
PART 2 - PRODUCTS
2.01 HARDWARE SCHEDULE
A. See Hardware Schedule at end of this section. Equivalent styles and manufacturers may be submitted for Architect’s review, under provisions of Section 01630.
FINISH HARDWARE
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CARLSBAD LIBRARY ADA UPGRADE
2.02 DOOR BUTTS
Provide hinges with non-rising loose pins, ball or oilite bear:
and flat button tips, except when otherwise specified. Where necessary to keep door leaf clear of walls, casings, jambs and reveals in door openings, provide wide throw hinges of an apprc type. Provide one extra hinge for each two and one half feet ( height for doors over 7'-6" high.
2.03 DOOR CLOSERS
@
A. Provide flat rectangular type closers with covers. Size closers in accordance with the manufacturer's recommendal and referenced standards. Surface-mounted closers shall the product of a single manufacturer. Provide nonferroui covers.
B. Use sex (through) bolts to attach door closers to partic:
C. Provide drop brackets, mortise shoes and long arms as
core doors.
required. Parallel and regular arm closers shall be capi of a 180 degree swing.
setting, with latch speed, sweep speed, back check and bi check positioning valving.
E. Where closers are required to stop the door, a heavy dut!
shock absorbing spring built in the arm shoe or soffit p. shall be used as a positive stop. Cast or riveted detenl stops which utilize backcheck to stop the door shall not used.
2.04 FASTENINGS
D. All door closers shall be fully adjustable for spring
a
A. Furnish finish hardware with necessary screws, bolts and other fasteners of suitable size and type to anchor the hardware in position.
B. Furnish fastenings where necessary with expansion shield! toggle bolts, hex bolts, and other approved anchors, according to material to which hardware is to be applied the recommendations of hardware manufacturer.
C. Furnish fastenings which harmonize with hardware as to material and finish.
PART 3 - EXECUTION
3.01 HARDWARE PLACEMENT
A. Unless detailed otherwise, place hardware at the followii heights (centered above finish floor): 1. Lock and latch levers or handles 38
FINISH HARDWARE
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CARLSBAD LIBRARY ADA UPGRADE
2. Door Pulls 40"
3. Push Plates 45" 4. Kick Plates: Manufacturer's
5. Top Butts: Top Edge 5" below head of frame.
6. Bottom Butts: Lower Edge 10" above floor.
7. Intermediate hinge, equidistant from top and bottom (
8. Drill push and pull plates for "T" turns and cylinder
Standard e
equally spaced if more than one intermediate).
where occurs.
3.02 INSTALLATION
A. Verify doors and frames are ready to receive work and tha dimensions and conditions are in conformance with Contrac Documents. Install hardware in precise manner, per
manufacturer's instructions. Predrill pilot holes in WOC for screws. Drill and tap for surface mounted hardware c metal. Set hinge leaves snug and flat in mortises, turn screws to flat seat (do not drive).
B. Mount door closers for maximum swing of door before setti stops. Install silencers before adjusting strikes. Drit hinge pins down and tighten set screws.
C. Except for hinges, do not install hardware until completi of painting and finishing work. After fitting hardware t doors, remove all finish hardware except primed butt bins to be painted, carefully replace in properly marked boxes and place in.storage until painting and finishing is completed. After painting and finishing is completed, permanently install finish hardware.
Adjust hardware so that moving parts operate freely withc
bind, or excessive play. Installed hardware to be free fr
paint, corrosion or damage.
E. Adjust door closers for closing speed, latching speed, bz checking, and adjust hold open devices for full control c door. Comply with accessibility code (C.A.C.- CCR Title and ADAAG requirements.
a-
D.
3.03 ACCEPTABLE MANUFACTURERS
Catalog numbers used in the hardware schedule were taken from t indicated manufacturers. Items of same function and standard c quality may be submitted as a substitution in accordance with Section 01630. Where "as specified" is designated there is no substitution allowed.
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CARLSBAD LIBRARY ADA UPGRADE
3.04 HARDWARE SCHEDULE
Public Restroom Doors
Amt. Item Manufacturer Item No. Finish lea. Pull Quality Mfr. 163-10 630 lea. Pushplate Quality Mfr. 40, 6" x 16" 630 lea. Kickplate Quality Mfr. 48, 16" x 2"LDW 630 lea. Closer Dorma PA7801 x SN1 689 3ea. Hinges Soss Concealed 218 (blindcut) - lea. Door Sign Specialized Women=SBH-lZW Blue
0
Builder's Men=SBH-l2M Plastic Hardware
Administration Restroom Doors
lea. Lockset Schlage D40S x RHO 626 3ea. Hinges Stanley F191;4-1/2X4-1/2 626 lea. Wall Bumper Quality W302-PT 630 lea. Closer Dorma 7801 x SN1 689 lea. Door Sign Specialized Women=SBH-l2W Blue Builder ' s Men=SBH-l2M Plastic Hardware
*************
0
FINISH HARDWARE 08700 - 5
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 09260
GYPSUM BOARD SYSTEMS e
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Metal support systems.
2. Gypsum wallboard.
3. Drywall finishing.
apply to this Section. B. The General Provisions and Division 1 are a part of
1.2 DEL~VERY, STORAGE, AND HANDLING
A. Comply with Section 01600. Deliver materials in orig and unopened packages, containers, or bundles, with b names and manufacturer's labels intact and legible.
B. Store materials in dry location, fully protected weather and direct exposure to sunlight.
C. Stack gypsum board products flat and level, prop supported to prevent sagging or damage to ends and edg
Store corner bead and other metal and plastic accessorie
prevent bending, sagging, distortion, or other mechan damage.
D. 0
1.3 PROJECT CONDITIONS
A. Temperature: Maintain temperature in areas of installa between 50 and 70 degrees F for at least 24 hours be installation begins and for not less than 48 hours a joint finishing has been completed.
B. Ventilation: Provide controlled ventilation during j finishing operations, to eliminate excessive moist Avoid drafts during hot, dry weather to prevent excessi fast drying of joint compound.
PART 2 - PRODUCTS
2.1 FRAMING MATERIALS
A. General: Select size and gage of framing members establish spacing to comply with requirements of ASTM C unless otherwise specifically indicated. 1. Maximum deflection: L/240 at 5 lbf per square foo
GYPSUM BOARD SYSTEMS
09260-1 a
CARLSBAD LIBRARY ADA UPGRADE
B. Studs, Ceiling Joists and Tracks: ASTM C 645, steel 1 galvanized coating. Pre-punch studs for utility acces! 1. Nominal depths: As indicated on drawings.
C. Ceiling Channels: ASTM C 754, cold-rolled or hot-ro. steel, with rust-inhibitive finish.
D. Hanger Wire: ASTM A 641, soft, Class 1 galvanized.
1. Furring channel ties: Minimum 18 gage wire.
E. Furring Members: ASTM C 645, steel with protective coat. 1. Hat-shaped except as otherwise indicated.
2. C-shaped studs, in locations indicated.
F. Furring Fasteners/Connectors: Manufacturer's recommei system for specific application indicated, complying I ASTM C 754.
e
2.2 GYPSUM BOARD
A. Gypsum Wallboard: ASTM C 36; maximum lengths availablc 1. Standard type- Use only on ceilings.
2. Water-resistant type- Use only on walls. ASTM C 631
3. Edges: Tapered.
4. Thickness: 5/8 inch, except as otherwise shown.
2.3 TRIM AND ACCESSORIES
A. General: Except as otherwise specifically indica-
. provide trim and accessories by manufacturer of gypsum bc materials, made of, galvanized steel or zinc alloy configured for concealment in joint compound.
1. Include corner beads, edge trim, and other trim UI necessary for project conditions. Provide accesso: as required in order to achieve details indica. whether or not specific accessories are shown on drawings.
B. Control Joints: At locations indicated, or recommendec manufacturer and/or referenced standard, pro-
manufacturer's standard one-piece control joints of extri vinyl, zinc alloy, or other noncorrosive metal.
e
2.4 JOINT TREATMENT
A. General: Provide products by manufacturer of gypsumboa Comply with ASTM C 475 and with manufacturt recommendations for specific project conditions.
B. Joint Tape: Manufacturer's standard paper type.
C. Joint Compound: Chemical hardening type, for the follo
applications:
GYPSUM BOARD SYSTEMS
09260-2 0
CARLSBAD LIBRARY ADA UPGRADE
1. Interior use: a. Taping and prefilling.
D. Joint Compound: Vinyl-based ready-mixed type for inte use, and as follows:
1. Topping compound: Type specifically formulated
e
finishing drywall over taping compound.
2.5 MISCELLANEOUS MATERIALS
A. General: Provide miscellaneous materials as producec recommended by manufacturer of gypsum products and light steel framing.
B. Screws: ASTM C 1002; self-drilling type; lengths
recommended by gypsum board manufacturer for pro conditions.
C. Grout: Provide a high quality grade of commercial grout leveling the floor tracks of partitions as required, an meet referenced tolerances.
PART 3 - EXECUTION
3.1 EXAMINAT ION
A. Inspection: Verify that project conditions and substr are appropriate to begin installation of work of section.
3.2 INSTALLATION OF METAL FRAMING
a
A. General: exceeded by other requirements.
1. General: Install tracks, joists and studs in accord with manufacturer's recommendations and as follows a. Stud and joist spacing: As indicated on drawin
2. Blocking and bracing: Install blocking and bracin recommended by manufacturer for adequate supporl wall-mounted items installed as work of other sectic 3. Maintain clearance under existing structural buil members to avoid deflection transfer and axial loa to non-load bearing studs. Provide extended leg cei runners, (deep track type) or slipjoint top track such clearance.
Comply with provisions of ASTM C 754 except w
B. Steel Joists and Studs:
C. Wall Furring: 1. General: Install wall furring members in accord
2. On solid walls, install furring members vertically
with manufacturer's recommendations. a. Spacing: As indicated on drawings.
GYPSUM BOARD SYSTEMS e 09260-3
CARLSBAD LIBRARY ADA UPGRADE
3.3 INSTALLATION OF GYPSUM BOARD
A. General: Comply with ASTM C 840 and GA-216 except wf exceeded by other requirements.
1. Wherever possible, install gypsumboard tominimize 1 end joints.
2. Apply ceiling boards prior to installation wallboards. Arrange to minimize butt end joints I center of ceiling area.
3. Install wallboards in a manner which will minimize f end joints in center of wall area. Stagger vert: joints on opposite sides of walls.
4. Butt all joints loosely, with maximum of 1/16 : between boards.
5. Place wrapped edges adjacent to one another; do place cut edges or butt ends adjacent to wrapped edgc 6. Support all edges and ends of each board on framin! by solid substrate, except that long edges at r: angles to framing members in non-fire-rated construcl may be left unsupported.
a
B. Installation on Metal Framing and Furring:
1. Single-layer application: Install gypsum board by mt of screw attachment. a. On walls and partitions, plan installation so 1 leading edge or end of gypsum board is attache( open end of stud flange first.
3.4 INSTALLATION OF TRIM AND ACCESSORIES
A. General: Comply with manufacturer’s recommendations
e-
installation of trim items. Except for items intendec manufacturer to be left exposed or semiexposed, install1 units for concealment in joint finishing compound. Wherc possible, fasten metal trim items to substrate with ! fasteners used to install gypsum board products.
B. Corner Bead: Install metal corner bead at all exte: corners unless details clearly indicate its omissior specific locations.
C. Edge Trim: Install edge trim at locations indicated wherever edge of gypsum board otherwise would be expost
D. Control Joints: Install one-piece control joints
required locations. Do not remove tape until finis:
operations are complete.
3.5 FINISHING
A. General: Comply with ASTM C 840 and Gypsum Associa GA-216 except where exceeded by other requirements. 1. Do not mix joint compounds except as specific
GYPSUM BOARD SYSTEMS
09260-4 0
CARLSBAD LIBRARY ADA UPGRADE
recommended by manufacturer.
B. Finish gypsum board in each area to the level of fi
C. Gypsumboard concealed from view, and not painted.
indicated below: a
1. Level 2: Embed tape in joint compound at all joints interior angles. Provide one separate coat of comp at all joints, angles, fastener heads, and accessor Provide surfaces free of excess joint compound; marks and ridges are acceptable.
D. All gypsum board scheduled to be painted.
1. Level 5: Embed tape in joint compound at all joints interior angles. Provide three separate coatE compound at all joints, angles, fastener heads, accessories. Apply a thin skim coat of joint comp or a special-purpose coating to the entire gypsum b surface. Provide smooth surfaces free of tool marks ridges. Verify that skim coat is compatible with p finishes to be applied under Section 09900. Textur
new board shall match existing adjacent texturf remain.
E. Joint Treatment: Tape and finish joints in accordance manufacturer's instructions for compounds used, using pr hand tools designed for the purpose.
1. Avoid raising nap of face paper when sanding; caref sponge down any areas roughened by sanding process
F. Penetrations: Fill cutouts and openings around fixtureE
e
penetrations with joint compound.
3.6 CLEANING
A. Promptly remove any residual gypsum drywall materials adjacent or adjoining surfaces, leaving spaces ready subsequent finishing operations and decorating.
3.7 ALTERATIONS AND REPAIR WORK
A. Remove existing furring, framing, and gypsum board w required for alterations and new work. Repair dm existing gypsum board to remain.
B. When repairing existing construction, use materials methods to match those existing. For extending exis work, use materials and methods specified in this Sec
for new work.
C. Reuse of existing gypsum wallboard that is removec demolition work is not allowed. ****************
GYPSUM BOARD SYSTEMS a 09260-5
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CARLSBAD LIBRARY ADA UPGRADE
3.01 PREPARATION
A. Interior Wall Tile: Clean and prime surface of gypsum bc or terrazzo as recommended by setting materials manufacti and referenced standards. *
B. Maintain minimum temperature limits and installation practices recommended by materials manufacturers.
C. Examine the areas and conditions under which work of thit section will be performed. Correct conditions detriment: timely and proper completion of the work. Do not proceec until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Interior Wall Tile: 1. Existing Terrazzo: Install in accordance with TCA Met1 TR713 Case II(enc1osed); latex-portland cement mortar or epoxy adhesive. Do not use organic adhesive installation
2. Gypsum Board: TCA Method W223, Organic Adhesive.
B. Interior Floor Tile: 1. Existing Terrazzo: TCA Method TR712 (enclosed); latex- portland cement mortar or epoxy mortar. Do not use organ.
adhesive.
2. Existing Concrete: TCA Method F113, Latex-P.C. Mortar
3.03 LAYING OUT THE WORK
A. Align the joints of the wall tile with those of the flooi tile, Match approved mock-up installation.
B. Neatly cut tile around fixtures and drains. Accurately fc corners, base, intersections and returns.
C. Ensure tile joints are uniform in width, subject to norm( variance in tolerance allowed in tile size. Ensure join1 are watertight, without voids, cracks, excess mortar or grout.
bullnosed.
*
D. Form internal wall angles square and external angles
E. Sound tile after setting. Remove and replace hollow soul
F. Keep expansion/contraction control joints free of mortar grout. Provide expansion joints at cove base at wall/flc perimeter junctures, and as otherwise recommended per TC, Handbook Method EJ171.
units.
G. Allow tile to set for a minimum of 48 hours prior to grouting.
CERAMIC TILE 09310 - 3
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CARLSBAD LIBRARY ADA UPGRADE
H. Completed installation to be clean and free of broken, damaged, unbonded, faulty, and otherwise defective tile w
1- Joining Pattern:
1. Lay tile in grid pattern unless otherwise indicated o the Drawings or directed by the Architect. 2. Layout tile work, and center the tile fields both directions in each space.
3. Adjust to minimize tile cutting; use fullest pieces practicable.
4. Provide uniform joint widths.
a
3.04 CLEANING
A. Upon completion of placement and grouting, clean all cera tile surfaces so that they are free of foreign matter. Remove latex-portland cement grout residue from tile as s
as possible. solutions only when permitted by tile and grout manufacturer's printed instructions, but no sooner than 1 days after installation. Protect metal surfaces, cast ir and vitreous plumbing fixtures from effects of acid clean
Flush surface with clean water before and after cleaning.
Unglazed tile may be cleaned with acid
3.05 CURING AND PROTECTION
A. Cover ares with a thin polyvinyl sheet immediately upon completion of grouting. Lap the sheet not less than 4 in and seal the laps against the escape of the moisture from tile work. Leave in place for three full days, Keep til areas closed to traffic and other work until tile is fin set, and at least 7 days after grouting is complete. Pro from damage until acceptance.
0.
CERAMIC TILE
09310 - 4
a
All specifications for ceramic tile instaliations must cbr building codes ordinances, trade practices and climati RENOVATION
Tile Over Other Surfacing Materials Tile 0 @ Walls and Floors TR711-93 Interior Floors
Ceramic tile may be considered as a surfacing material over existing wall finishes such as paint, wood paneling, cold glazes (sprayed on plastic), plastic laminates and steel plate, or existing floor surfacing such as epoxy coatings, paint, vinyl or asphalt tile, seamless flooring*, expow concrete', hardwood flooring and steel plate. Ideally, existing finishes should be completely re- moved so that the tile work can be placedon the substructure following Handbook Methods in the F, W, B and C series. However, this is not always practical. The following, therefore, is intended as a general guide for renovation with ceramic tile. In all cases consult the setting material manufacturer or his literature before starting the work. Consideration should be given to covering the existing surface with a more suitable base. For example: badly cracked or irregular walls should be overlayed with firmly attached gypsum board or cementitious backer units (CBU)
to provide a sound tile-setting base.
'WARNING: Do not sand existing resilient flooring. Certain older resilient floor coverings, includ- ing sheet vinyl floor covering and vinyl tile, may contain asbestos fibers that are not readily identifiable. Inhalation of asbestos dust may cause serious bodily harm. Smoking greatly in- creases any such risk of serious bodily harm.
t special installation precautions are necessary when installing thin-set tile over old concrete floors in bakeries, kitchens and meat processing areas. Fats and greases penetrate into concrete
floors and cannot be completely neutralized. Note preparation sections below.
Organic Adhesive, Interiors Only Requirements: Recommended Uses:
0 the backing surface must be sound, Clean 0 for alteration of ceramic-tiled and dry. modernization or a change of Suitable Backings:
smooth walls of all types including plaster, maximum permissible variation in floor Sur- gypsum board, cementitious backer units, faces, 1,8" in 1o,-ov; in wall surfaces 1,8" in sired in residences, motels an and masonry. W-0" from the required plane. taurants, public rest rooms, m8
smooth floors of all types including wood, Preparation: 0 also applicable to smooth flooi
concrete and terrwo in residences or ar. 0 roughen UXWete Or masonry Walk and fm eas of equivalent residential performance which are glossy, painted Or efflOr?SCed, 0' Requirements:
requirements (see Page lo). Deflection not which have loose surface material. This existing installation must be should be accomplished by sandblasting, bonded, and without structura
chipping or scarifying. when possible, reme I to exceed 1/3W span.
new gypsum board naiied andlor adhe* clean thoroughly to remove all sealers, plumbing and heating fixtures sively applied over existing walls. coatings. oil, dirt and dust to expose ma- ning work.
threshold required to adjust b 0 plastic laminate countertops B walls. sonry surface. Requirements: installation Specifications:
0 the backing surface must be sound, clean tile - ANSI A108.5. cent floors (see Method TH61 Preparation: and dry. 0 grout - ANSI A108.10.
0 remove soap scum, wax, coa 0 max. variation in backing surface shall not exceed 118" in 8'41" from the required Tilesetting Epoxy Mortar, Epoxy ~~~si~~~ga~~$~~~~ Adhesive or Modified Epoxy by a clear water wash is re plane.
abrupt irregularities, such as trowel marks. Other cleaning methods in! soaplass detergents, commen ridges and grains, shall be less than 1/32" Emu1sion Mortar above adjacent area. Suitable Backings:
Preparation: generally all sound wall and floor finishes. ers. and, in special cases, sol
0 roughen surfaces which are glossy, painted ' especially valuable for setting tile floors Solvents and adds should I
or which have loose surface material by over ate performance&el non-mason surfaces is required. where moder- care and only when necessai their hazardous nature. sanding or scarifying.' suitable for SPeedy Installation where down- 0 installation must be thorough surface material must be removed if not time must be kept to a minimum. dry before setting the new tile compatible with adhesive. Requirements:
0 use primer when recommended by the ad- backing surface must be sound, dean and Materialsy Groutin9* Expnsio' Installation Specifications:
backings. 0 maximum permissible variation in floor sur- epoV mortar installation - A
dean thoroughly to rBmov8 all oii, dirt and faces, 118" in 10'-O";,in wall surfaces. 118" dry-set mortar or latex-pod in 8'V from the required plane. mortar installation - ANSI A1 Preparation: organic adhesive installatic dust.
apply "ndefiaflent as nm~~ -ding 0 roughen surfaces which are glossy, painted ~108.4 and follow n to manufacturer's directions. or effloresced, or which have loose surface &&ions.
require current certification fi installation Specificatlons: material. by sanding or scarifylng.'
manufacturer that adhesive c tile -ANSI A108.4. 0 dean thoroughly to remove all waxes. oil, grout -ANSI A108.10. dirt and dust. 0 with epoxy adhesives, use primer when rec- ANSl A136.1- ommended by the manufacturer as proper grout - ANSI A108.10.
Mortar, Interior & Exterior installation Specifications: NOTES: Use Ceramic Tile FIN Sultabie Backln 5: 0 ANSI A108.6 - tile-setting epoxy, mortar ence-Level Requirement Guide
0 prepared portyand cement plaster, con- select adequate installation met crete? concrete masonry, structural clay tile ANSI A108.9 - modified epoxy ~~lsion or brick. mortar. M existing installation is not stmc
0 cementitious backer units applied over ex- epoxy formulations vary with respect to Methods f 11 1 end F141 may b isting walls or floors. chemical resistance and use on vertical surfaces. Consult manufacturer's specifi- See page 8 for other installation methods. new ypsum board applied over properly furrefexisting wall in dr areas. Use water- cations. resistant gypsum bacier board in wet areas.
stone. s1ate. etc*
0
hesive manufacturer !or particular dry.
Dry-Set or Latex-Portland Cement for the particular backing.
and epoxy adhesive.
@ grout- ANSI A108.10. e
30
RENO'
Ti le
All specifications for ceramic tile installations must conform to local building codes, ordinances, trade practices and climatic conditions.
interior Walls interior Walls c
RE\V Ci*/T'3UM 156At20 PR rC. MoRTAR
NEW CtRAMlC N3V CLqhMC NEW CERhMIC
Recommended Uses: Preparation: for alteration of ceramic-tiled areas where remove soap scum, wax, coatings, oil, etc. modernization or a change of design is de- from existing tile surfaces. Mechanical sired in residences, motels and hotels, abrasion with a Carborundum disk followed malls, restaurants, public rest rooms, etc. by a clear water wash is recommended. also applicable to smooth walls of marble, Other cleaning methods involve use of stone, slate, etc. soapless detergents, commercial tile clean- Requirements: ers, and, in special cases, solvents or acid. existing installation must be sound, well Solvents and acids should be used with bonded, and without major structural care and only when necessary because of cracks. their hazardous nature. Materials, Grouting, Expansion Joints, installation must be thoroughly rinsed and Installation Speclflcatlons: for organic adhesive installation see CASE I -prepare wall above tile to receive
for dry-set or latex-portland cement mortar CASE II - cut trim tile to fi over existing
for epoxy adhesive installation refer to man- 0' CASES 111 8 IV - apply new gypsum board above existing wainscot tile to prepare for full wall tiling. Use portland cement mortar, water-re-
sistant gypsum backing board or cementi- tious backer units in tub enclosures and shower stalls. In wet areas, the application of water-re- sistant gypsum backer board over any base
which creates a vapor barrier, such as old tile or paint shown in Cases 111 and IV, will lead to failure unless such barrier is vented,
NOTE: If installation is not structurally sound, Methods W227 and W222 may be applicable.
dry before setting the new tile.
trim tile as shown. Method W223.
installation see Method W202. trim.
ufacturer's literature.
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 09650
RESILIENT SHEET FLOORING AND BASE
PART 1 - GENERAL
1.01 WORK INCLUDED
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A. Application of sheet vinyl flooring and integral coved bi
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, and
apply to, this Section.
1.03 SUBMITTALS
A. Submit manufacturer's product data and two samples of shc flooring and metal edging in accordance with Section 013d
1.04 QUALITY ASSURANCE
A. Manufacturer: Provide each type of resilient product by single manufacturer, including recommended primers, adhesives, sealants, and leveling compounds.
1.05 PRODUCT HANDLING
A. Handle products in accordance with applicable Section 011 and manufacturer's requirements.
PART 2 - PRODUCTS
2.01 FLOOR COVERING MATERIALS
*
A. Vinyl Composition Sheet Flooring: Armstrong "Classic Co: Suffield" (or approved equal). Color as selected by Arch.
2.02 ACCESSORIES AND ADHESIVES
A. Sub-floor Filler: White premix latex, mix with water to produce cementitious paste. Leveling compounds: Ardex ( Products or approved equal.
B. Primers and Adhesives: Waterproof, of types recommended resilient flooring manufacturer for specific material.
C. Metal Edge (cap) Strips: of thickness required to protec exposed edge of resilient flooring. Provide units of ma: available length, to minimize number of joints.
1. Material: Extruded aluminum with clear anodized fin. unless otherwise shown. Bonnell "Trimedge A-402-H" c approved equal.
anchorage. 2. Type: Butt type metal edge strips for concealed
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PART 3 - EXECUTION
3.01 SITE AND SUBSTRATE CONDITIONS
A.
B. Maintain minimum 70 Deg F. air temperature at flooring
Completely remove existing flooring and base.
installation area for 3 days prior to, during, and for 24 hours after installation.
C. Store flooring materials in area of application. Allow 2 days for material to reach equal temperature as area.
D. Require installer to inspect substrate surfaces to detern that they are satisfactory. A satisfactory substrate is defined as one that is free of moisture and is smooth anc free of cracks, holes, ridges, coatings preventing adhesj bond, and other defects impairing performance or appearar
E. Perform flooring manufacturer’s recommended bond or moist tests on concrete subfloors to determine if surfaces are sufficiently cured and dry, as well as to ascertain presc of curing compounds, or compatibility of curing/sealing compounds. Perform calcium chloride crystal test, ASTM I plastic sheet method, or other approved tests.
F. Do not allow resilient flooring work to proceed until substrates are satisfactory, and with moisture levels acceptable to flooring manufacturer.
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3.02 LEVELING 0
A. Remove sub-floor ridges and bumps. Fill low spots, cracks
joints, holes’and other defects with an approved sub-floc filler.
B. Clean floor and apply, trowel and float filler to leave smooth, flat hard surface. Prohibit traffic until filler cured.
3.03 INSTALLATION - FLOORING
A. Clean the substrate. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entir area of installation. Spread only enough adhesive to pel installation of flooring before initial set.
B. Set flooring in place, press with heavy roller to ensure adhesion.
Lay flooring with seams parallel to building lines to prc
minimum number of seams.
D. Install sheet flooring to minimum of 1/3 fill material wj and with sheet parallel to width of room. Double cut shf
C.
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and continuously seal.
adjacent floor finish is dissimilar.
flooring terminates.
tight joints.
methods, and sequence of work in conformance with the wr: instructions of the flooring manufacturer. Finish all sei
flush to the floor and free from voids, recesses, and ra: areas.
I. Base: Provide an integral coved base as indicated on thf Drawings, extending sheet flooring up the wall and suppoi by a hardwood cove strip with minimum radius of 3/4 inch
1. Cap the integral coved base at height indicated with strip approved by the manufacturer of sheet flooring
2. Provide metal inside and outside corners and end st01 as recommended by manufacturer of sheet flooring.
Apply butt type metal edge strips as approved and before installation of resilient flooring. Secure units to substrate with concealed countersunk stainless steel ancl complying with edge strip manufacturer's recommendations
E. Terminate resilient flooring at door edge of door stop wl
F. Install edge strips at unprotected or exposed edges wherf
G. Scribe flooring to walls and other appurtenances to prod1
H. Seal all seams in the flooring, using tools, materials,
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J.
3.04 PROTECTION AkD CLEAN-UP a-
A. Close all areas of resilient flooring to traffic until adhesive has fully set and protect until final acceptancc Remove excess adhesive from floor, base, and wall surfaa without damage.
flooring with heavy sisalkraft paper, lapped minimum of
with all joints taped. Paper shall remain intact until building cleaning is performed. If paper becomes torn,
replace it.
C. Immediately before occupancy, resilient flooring shall bl thoroughly cleaned per manufacturer's written recommenda and buffed with commercial weight power buffers, using 1 or fine steel wool or other approved type pads suitable
use on resilient flooring. Do not scratch or abrade floi surface. Do not wax floor.
B. After removal of surplus adhesive, cover all resilient
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SECTION 09900
PAINTING * PART 1 - GENERAL
1.01 WORK INCLUDED
A. Finish surfaces, opaque or transparent finish, as indicat
herein and on the Drawings to provide a completely painte Project. Preparation of surfaces to be painted.
materials including primers, emulsions, lacquers, enamels sealers, fillers, and other applied materials whether USE prime, intermediate, or finish coats.
B. The work "paint," as used herein, means coating systems
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, and apply to, this Section.
1.03 SURFACES NOT TO BE PAINTED
Unless otherwise indicated, do not paint the following:
A. Finish Flooring.
B. Finish hardware, toilet accessories, toilet partitions.
C. Surfaces of finished metals such as stainless steel, bror
copper, aluminum and chromium plate.
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D. Plumbing Fixtures.
E. Exposed exterior concrete slabs on grade, concrete walks, steps, and curbs.
F. Laminated plastic surfaces of cabinets.
G. Moving parts of operating units; mechanical or electrical parts such as valve operators; linkages; sensing devices; motor shafts, unless otherwise indicated.
rating, name, or nomenclature plates. H. Required labels or equipment identification, performance
1.04 COLOR SELECTIONS
A. Colors to be selected by the Architect prior to commencer of the painting work.
Colors required or listed by Architect are not necessari: the stock colors available in any one particular manufacturer's range.
See finish schedule on Drawings.
B.
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C. The non-availability of the colors selected by the Archit will be sufficient reason to disqualify any manufacturer capable of providing such colors.
1.05 SUBMITTALS
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A. Submit Material Lists, Samples and Product Data in accorc
B. Submit four (4) copies of complete materials list showint
product name and number, manufacturer's name, intended UL and function on the Project. Do not purchase materials I Architect has indicated final review.
C. Submit color and finish samples, using materials listed .
final submittal, of each color and paint finish, selectec the Architect. Prepare three (3) samples, on 8-1/2" x 1 cardstock. For transparent and stained finishes, preparc samples on species and quality of wood used in tQe work. Identify each sample as to color, finish and material.
with Section 01340.
D. Apply paint finishes to sample wall areas, as directed.
E. Keep one complete set of samples at the job site at all times.
F. Make a new set of samples if the samples on file either become soiled or faded.
Only finishes that match the approved samples will be acceptable.
Furnish one one-half pint wet sample of each batch of material used; dated and labeled, indicating type of matt
and where used.
Architect.
material if so requested by the Architect.
G. e
H.
Deliver wet sample only if required by
I. Submit a list of solid volume factors for each type of
1.06 QUALITY ASSURANCE
A. Employ coats and undercoats for all types of finishes in strict accord with the recommendations of the paint
manufacturers used.
B. Product Handling: Deliver materials to building in manufacturer's original, sealed containers with labels a1 tags intact. Store paint materials and equipment only ir designated rooms or spaces; keep these areas neat and clc free of fire hazard.
C. Protection: Protect floors and all adjacent surfaces frc paint smears, spatters and droppings. Use dropcloths to protect floors. Cover fixtures and mask off areas where
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required.
D. Hardware: Ensure that hardware and electrical outlet and switch coverplates are removed before painting is started replaced only when paint finishes are thoroughly dry. 0
1.07 ENVIRONMENTAL REQUIREMENTS
A. Comply with manufacturer's recommendations for environmen conditions under which coatings and coating systems can 1: applied.
B. Do not apply finish in areas where dust is being generate
C. Ensure adequate ventilation during all interior painting.
D. Apply no paint in rain, fog, or mist, when temperature is below 45 degrees F., or when humidity exceeds 85%. Do nc apply paint to damp or wet surfaces.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. The painting schedule in Part 3 of this Section is based, general, on products of the Sinclair or Dunn-Edwards pair companies.
B. Items of same function and standard of quality may be
. submitted for Architect's review in accordance with Secti
01630.
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2.02 MATERIALS
A. Use factory mixed materials unless specifically approved the manufacturer, and comply with applicable Federal and/ ASTM Specifications. No claims as to unsuitability or unavailability or inability to produce first class work P same will be entertained unless such claims are made in writing and submitted with the bid.
Pollution Controlling Regulations, such as EPA VOC Critei L.A. County APCD Rule 66, Bay Area PCD Reg. 3, Federal LE Content Requirements, and California Air Resources Board (CARB) Rule 1113.
C. Use materials (except oils, thinners, an driers), of the brands listed in the final submittal and deliver them to job in their original containers with labels intact and 5 unbroken.
D. Do not bring other paints on the job. Deliver only those
B. All materials must comply with current governing Air
oils, thinners and catalysts to the job that have been
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approved for use by the manufacturers listed in the fina:
submittal.
E. Do not add thinners or driers except as recommended by tl paint manufacturer.
F. DO not use thinners or solvents that have been used for cleaning brushes or other clean-up, in the paint.
G. Do not use paints in the work which have been packaged 07 six months, except such products as are known to have 101 package stability when unopened, and then only when guaranteed by the manufacturer.
H. Use only those materials in the work of this Section thal compatible with one another and with the materials with 1 they come in contact. Provide undercoat paint produced 1 the same manufacturer as the finish coat. Insofar as practicable, use undercoat, finish coat and thinner mate] as parts of a unified system (manufacturer) of paint fin:
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PART 3 - EXECUTION
3.01 INSPECTION
A. Before staring work, carefully examine surfaces to be
finished and report any work not correctly installed or finished, or so finished as not to give desired results. not apply finish until work has been properly prepared tc receive same. Application of first coat of finish constitutes acceptance of surface conditions and responsibility for ultimate finish.
0
3.02 PREPARATION
A. Ensure that all surfaces are clean, free from foreign mal and defects of any kind; smoothed free from dents, scratc raised grain, or blemishes; dried completely and dusted.
B. Manufacturer's Instructions: Follow instructions, direci and specifications of the manufacturers whose products a: specified herein (most recent publications) in the preparation of surfaces.
C. Concrete and Plaster: Remove dust, loose particles or 0' matter which would prevent proper paint adhesion. Neatl: fill holes, cracks and depressions with cement, sand and mortar mix. After priming surfaces, touch-up any suctioi spots with additional prime coat until all surfaces show uniform coating. Concrete shall cure for minimum 30 days minimum surface temperature of 75 degrees F., and have a minimum surface temperature of 55 degrees F at least one prior to painting. Concrete shall have maximum 8% moist. content, as measured by a moisture meter, prior to paint it. Do not apply paint to areas that received bond brea
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until minimum thirty days after application of bond break
D. Gypsumboard: Remove dust, loose particles or other matte that would prevent proper paint adhesion. Check to see th all joints and screw heads have been properly covered wit joint compound and sanded smooth and flush with adjacent surfaces. Before finishing untextured smooth gypsumboard use a damp sponge along the edge of joints where the nap the paper has been raised by sanding.
E. Wood: Sandpaper smooth and dust clean. Neatly fill nail holes, cracks and depressions with approved colored fille Sand flush and smooth. Use a tack cloth after sanding wo surfaces receiving a natural finish. Do not use steel wo on wood receiving a natural finish. Unless specifically approved by the Architect, do not proceed with painting o wood surfaces until the moisture content of the wood is 1 or less as measured by a moisture meter approved by the Architect.
0
F. Metals:
1. Primed Ferrous Metal: Remove all foreign mater, touc abrasions with ferrous metal primer.
2. Unprimed Ferrous Metal: Remove all rust, mill scales oil, and foreign matter by wire brushing, scraping, sandblasting, or solvent, as required to provide a cl
smooth surface.
3. Galvanized Metal: Remove all surface contaminants, o and foreign mater and clean entire surface with miner spirits.. Pretreat with phosphoric acid etch or vinyl wash. applied.
4. Shop Coated Metals: Remove all dust, dirt and foreig matter. Spot-coat all field connections, welds, bare areas soldered joints, and burned or abraded areas wi same material and thickness as shop-coating.
5. Use solvent or mechanical cleaning methods that compl with recommendations of the Steel Structures Painting Council.
Apply primer the same day as pretreatment is 0.
3.03 BACKPAINTING AND PRIMING
A. Wood: 1. Backpaint, prime or seal immediately upon delivery to job site all wood, interior and exterior, scheduled fc finishing. Thoroughly backpaint all surfaces of interior finish
lumber and millwork, including doors, trim, cabinetwo etc. that will be concealed after installation. Backpaint items to be painted or enameled with the priming coat. Seal items receiving stain or clear fi with one coat of same product.
back-side of all finished wood.
2.
3. Apply prime coat to all edges, ends, face, underside
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B. Metals: 1. Prime surfaces of miscellaneous iron and steel not embedded in concrete, and all surfaces of unprimed pl sheet metal work (not galvanized) immediately upon delivery to job site. Apply second coat as soon as possible.
4D
3.04 APPLICATION
A. Apply material evenly, free from sags, runs, crawls, holi or defects. Mix to proper consistency. On brush-applied work brush out smooth leaving minimum of brush marks, wit paint uniformly flowed on.
B. Apply paint by brushes, roller or spray.
C. Tint all pigmented undercoats to approximately same shade final coat. successive coats.
Allow each coat to thoroughly dry before succeeding coat application. For oil paints, allow at least 48 hours bet coats of exterior work, except where otherwise recommende the manufacturer.
Finish all four edges of doors with the same number and k of coatings as specified for their main surfaces.
openings into rooms having different finishes, finish doc edges as directed.
F. Do not paint factory finished items unless specifically directed.
G. Paint visible surfaces of metal ducts, air conditioning registers, grilles, and vents, as directed by the Architc
Finish mill or shop primed items with materials compatibl with prime coat.
specifically described herein, shall be painted with a product specifically manufactured or prepared for the material and surface; prime coat and two finish coats, as recommended by paint manufacturer and approved by Architc
Leave all parts of moldings and ornaments clean and true details with no undue amount of paint in corners and depressions.
Make edges of paint adjoining other materials or colors c and sharp with no overlapping.
Delay application of the final coat of paint on the intel of the building until such time as all the fixtures and equipment are installed and/or return to the job after
Perceptibly increase the depth of shade in
D.
E.
Where *
H.
I. Miscellaneous Painting: Surfaces to be painted and not
J.
K.
L.
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CARLSBAD LIBRARY ADA UPGWE
installation of these items and touch up or repaint damas surfaces as directed by the Architect. Post "Wet Paint" s
M. Upon completion, remove all rubbish caused by this trade. Remove spots from floors, glass, and other surfaces. Lea premises in a clean and orderly condition.
N. At the completion of other trades, touch up damaged surfa as required.
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3.05 ON-SITE QUALITY CONTROL
A. The number of coats specified herein are the minimums to applied. Apply additional coats in the event full covers is not obtained or the required total thickness of paint not comply with the mil thickness recommended by the pair manufacturer. Thickness as called for is DFT "dry mil thickqess". The paint mil film thickness will be determi by the following methods:
1. On Ferrous and Galvanized Meals: By an elcometer coe thickness gauge. 2. On All Other Materials: Film thickness will be obtai by measuring the wet film.
3.06 PAINTING AND FINISHING SCHEDULE
A. Apply the following finishes to the surfaces specified ar as scheduled on the finish and paint schedule on the Drawings. Apply all materials in accord with manufacture instructions on properly prepared surfaces and foundatior coats. 1. Architect will issue a color schedule prior to start painting to designate the various colors and locatior required for the work.
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3.07 EXTERIOR SYSTEMS
Sinclair Dunn-Edward!
A. Concrete - Flat: 1st coat: 36 Unipoxy W-709 Eff-Si 2nd coat: 1300 Stuc-o-Life W-701 Eversl
Pretreatment: 7113 Vinyl Wash GE123 Galva. 1st coat: 14 Corro Prime 4043-7 Galv.
2nd coat: Same as 3rd coat 42-1 Compo 3rd coat(g1oss): 7500 Sintec 10 Series S:
B. Galvanized Metal: (Railings)
3.08 INTERIOR SYSTEMS
A. Finish - Enamel:
The following enamel paints are to be used for the final in enamel paint application as directed on finish schedule and
1. Enamel finish - Oil Alkyd: (Non-Blocking)
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accordance with the base coats specified in the following subparagraphs. ab Sinclair Dunn-Edwards
Gloss Alkyd Enamel GE8 Sinco Gloss E13 Series
Semi-gloss Alkyd Enamel SG-45 Sinco Speed E5 Series
*Non-blocking, Non-yellowing Acrylic Water-based. *(Optional: 1400 Sinco Satin I1
Sinclair Dunn-Edwards
a.Gvwumboard: 1st coat: 1770 Pigmented PVA W-420 Wallto
2nd coat: 22 Aqua Primer fE22-1 Super 3rd coat: Gloss as Directed Gloss as Dir
Sealer
b.Plaster,Concrete: 1st coat: 895 X-tra-seal W-709 Eff-St
E28-1 Alkyls (conc.,mason
(plaster) 2nd coat: 22 Aqua Primer *E22-1 Super 3rd coat: Gloss as Directed Gloss as Dir
c.Concrete Block: 1st coat: 1010 Vinyl Block W-305 Blockf
2nd coat: 22 Aqua Primer *E22-l-Super 3rd coat: Gloss as Directed Gloss as Dir
1st coat: 22 Aqua Primer E22-1 Super 2nd coat: Gloss as directed *E22-1 Super
3rd coat: Gloss as directed Gloss as Dir
Primer 0
d . Wood :
e.Meta1 - Ferrous: 1st coat: 34 or 35 Corro-Tec 42-44 VersaE
2nd coat: Same as 1st Coat *E22-1 Super
3rd coat: Gloss as Directed Gloss as Dir
*(only needed when using oil-based finish coat)
B. Finish - Alvkd Varnish (Stair handrails, Public Restroc interior door faces) Submit sample for approval (to match Architect - Furnisl
sample) a. Wood : 1st coat (stain): EV-108 Stair
2nd coat: Synseal V 1( 3rd coat: Synflat IIV 4th coat: Synflat IIV
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C. Finish - Interior Wood Wall Stain: (Corr. @ Public Restr
Verify at project site if existing stain is semi-transpa solid-body; and if oil or water based. Stain new resawr paneling and battens two coats to match existing. e
3.09 MAINTENANCE STOCK
A. Upon completion of the work of this Section, deliver to Owner an extra stock of one gallon of each color, type,
gloss of finish coat paint used in the work, tightly sei each container, and clearly labeling with contents and 1 where used.
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SECTION 10165
PUSTIC LAMINATE TOILET COMPARTI$E”S
PART 1 - GENERAL
1.01 SUMMARY
*
A. Section Includes: Plastic Laminate Toilet Compartments Urinal Screens.
1. The General Provisions and Division 1 are a part of,
2. Section 10800: Toilet Room Accessories
B. Related Sections:
apply to, this Section.
1.02 SUBMITTALS
A. Product Data: All submittals to comply with Section 0134 Submit printed technical information for each distinct F system indicated. Include data on hardware, accessories leveling-and-anchorage devices, and fasteners.
B. Shop Drawings: Submit shop drawings detailing construct of compartments.
1. Show layout of panels and associated hardware and accessories.
2. Include details showing panel connections, anchorage and support systems.
C. Panel Color Verification Samples: Submit three 3-inch sc samples of each panel finish type and color to be instal
D. Manufacturer‘s Instructions: Submit for each product specified in this section. Include instructions for examination, preparation, and protection of adjacent WOI
E. Maintenance Data: As per Section 01700, Submit for eacl product specified in this section. Include instructiom
cleaning and preventive maintenance.
..
1.03 QUALITY ASSURANCE
A. Installer‘s Qualifications: A company regularly engagec installation of products specified in this section, wit1
minimum of 5 years of experience.
B. Regulatory Requirements: Products and finished installations to be used by handicapped persons must cor with requirements of California Code of Regulations (CCI
Title-24 and Americans with Disabilities Act Accessibil: Guidelines (ADAAG).
1.04 PROJECT CONDITIONS
PLASTIC LAMINATE TOILET COMPARTMENTS 10165 - 1
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A. Field Measurements: If possible, determine field
measurements before beginning shop fabrication. Whereve field measurements have not been made before fabrication provide components capable of adjustment during installation. a
1.05 COORDINATION
A. Use manufacturer’s instructions and data to determine anchorage requirements for panel systems. In a timely manner, distribute to affected installers of related WOT those system components and anchorage devices provided I: panel manufacturer for incorporation into other work.
PART 2 - PRODUCTS
2.01 PANEL SYSTEMS
A. Compartments: Provide compartments fabricated of partit and erected using the following panel systems at locatic indicated on the drawings:
1. Plastic laminate over particleboard core, floor-anck
B. Screen Systems: Provide screens erected using the follc panel systems at locations indicated on the drawings:
1. Plastic laminate over particleboard core, wall-hung;
and overhead-braced: Bobrick Series 1042.
Bobrick Series 1045. @ 2.02 PANEL MATERIALS
A. General: Provide manufacturer’s standard panels fabricz for installations indicated. Provide cutouts and interr reinforcement as required for hardware and toilet accessories. Premachine panels for field installation.
1. Plastic laminate: NEMA LD 3, minimum 0.050 inch th: 2. Panel core: Particleboard; thickness required to achieve nominal overall panel thickness of not less one inch. 3. Panel fabrication: Provide panels with neatly-made, straight edges and corners. pressure to core material. Use single laminate shet form each finished surface; splicing is not acceptal
Apply laminate to panel edges before applying face laminates. Provide moistureproof seal over exposed at cutouts.
Manufacturer’s standard styles. Stainless steel Commercial Grade.
Substitutions: Items of same function and standard ( quality may be submitted in accordance with Section
B. Plastic Laminate over Particleboard Core:
Bond laminate under
4. Panel colors: as scheduled on drawings.
5. Hardware, accessories, and mounting brackets:
6. Manufacturer: Bobrick Washroom Equipment, Inc.
PLASTIC LAMINATE TOILET COMPARTMENTS 10165 - 2
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01630.
2.03 ACCESSORIES
A. General: Provide hardware and accessories as necessary properly install panel systems indicated.
1. Hinge: Self-closing, pivot type hinge, recess-mount within door; adjustable to permit door to rest at ar angle. Provide emergency entrance capability by lift bottom edge of door.
2. Latch for nonhandicapped compartments: Surface-mour type, with emergency access feature. Provide stop 2 keeper with rubber bumper.
3. Latch for handicapped compartments: Surface-mountec
sliding latch (for inner side of compartment doors), with emergency access feature, designed for use by handicapped persons. 4. Qoor pull for handicapped compartments (for outer sj of compartment doors): Suitable for use by handicar persons.
5. Combination coat hook with rubber bumper: Provide i of sufficient length at each stall to prevent compartment door from striking installed toilet accessories.
6. Leveling-and-anchorage devices: Rust-resistant stef devices as recommended by panel manufacturer for installation of panels in conditions indicated.
7. Pilaster shoes: ASTM A 167 (Type 302/304) minimum ; gage stainless steel, finish to match compartment hardware. Minimum shoe height: 3 inches.
8. Fasteners: Tamper-resistant rust-proof, exposed fasteners as recommended by panel manufacturer for installation of panels and hardware in conditions indicated. Finish to match hardware.
from continuous extruded aluminum, clear anodized finish.
0
0
9. Overhead bracing: Antigrip headrail bracing fabric2
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as self by the Contractor subject to the approval of the Architt
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that conditions conform to requirements of contri documents.
Verify all dimensions by field measurements.
internal wall blocking to determine placement of panel
PLASTIC LAMINATE TOILET COMPARTMENTS
10165 - 3
B.
C. Verify locations of plumbing fixtures, internal framing a
CARLSBAD LIBRARY ADA UPGRADE
assemblies.
D. Verify that anchorage devices, provided by panel manufacturer to installers of related work, have been properly installed and aligned.
E. Correct unsatisfactory substrate conditions before start panel system installation. Report any discrepancies to Architect.
0
3.02 INSTALLATION
A. Perform installation in accordance with manufacturer's instructions, except where more restrictive requirements shown, specified, or are necessary for project conditior
B. Secure panels using number and type of brackets recommer by manufacturer for conditions indicated. Clearances exceeding 1 inch between panels and walls are not acceptable. 1. Panels attached to tile-faced walls: Where possible place brackets so that anchorage fasteners penetrate joints, not tiles.
C. Compartments: 1. Securely attach panels to pilasters using manufactur recommended number and type of brackets. Align brac with corresponding brackets at wall connections. Clearances exceeding 1/2 inch between panels and pilasters are not acceptable. Provide level, plumb square installation.
2. Floor-anchored, overhead-braced compartments: Anchc pilasters to floor using manufacturer's recommended leveling-and-anchorage devices. Secure stiles to fl using anchors with 2 inch minimum penetration into f
system. Conceal attachment by installing pilaster E at each pilaster. Install overhead bracing using a minimum of 2 fasteners per pilaster. a. Compartments with doors: Properly align door. edge of closed compartment door must be parallel with overhead bracing member. 3. Door Dimensions: Unless otherwise indicated, furnis
24" wide inswinging doors for standard toilet stalls and 34" wide (clear opening) outswinging doors for handicapped stalls.
m
D. Screens: 1. Form solid connection between panel system and builc structure using manufacturer's recommended devices j conditions indicated. Anchorage must be designed tc support weight of panels without damaging building finishes. Provide level, plumb installation. Prov: screens capable of resisting impacts and stresses imposed during anticipated use and maintenance.
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E. Hardware and Accessories: Mount items in accordance wit manufacturer's instructions. e 3.03 ADJUSTING
A. Operating Hardware:
1. In-swinging door: Adjust hinges to automatically br door to rest at an angle approximately 30 degrees fr fully closed position when door is not latched.
2. Out-swinging door: Adjust hinges to automatically b door to rest at an angle approximately 30 degrees fr fully closed position when door is not latched.
3.04 CLEANING
A. Clean panel system components using manufacturer's recommended procedures and cleaning agents.
3.05 PROTECTION
A. Protect installed components from damage until project completion. Damaged, scratched, marred, or otherwise defective materials will be rejected, and shall be repla with new materials.
***************
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SECTION 10800
TOILET ROOM ACCESSORIES
PART 1 - GENERAL
1.01 WORK INCLUDED
0
A. Accessories listed herein and on Drawings.
B. Rough-in frames supplied to other sections; attachment hardware.
1.02 RELATED WORK
A. The General Provisions and Division 1 are a part of, and
B. Section 07900: Sealants
C. Section 09260: Gypsum Wallboard
D. Section 09310: Ceramic Tile
E. Section 10165: Toilet Compartments
apply to, this Section.
1.03 SUBMITTALS
A. Submit manufacturer's product data in accordance with Sec
B. Data to illustrate each accessory at large scale and shot
C. Operation and Maintenance Data: Maintenance data, operat instructions and keys required for each type of equipment lock.
01340. a-
installation method.
1.04 DELIVERY, STORAGE AND HANDLING
A. Do not deliver accessories to site until rooms in which t are to be installed are ready to receive them.
B. Pack accessories individually in a manner to protect
C. Comply with requirements of Section 01600.
accessory and its finish.
1.05 PROTECTION
A. Protect adjacent or adjoining finished surfaces and work
B. Protect accessories from scratches and dents until final
damage during installation of work of this section.
acceptance of project by Owner.
TOILET ROOM ACCESSORIES
10800 - 1
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CARLSBAD LIBRARY ADA UPGRADE
PART 2 - PRODUCTS
0 2*01 MANUFACTURER A. Pualitv Assurance: Model numbers listed are for washroon
accessories manufactured by Bobrick Washroom Equipment, I and are listed as a standard of quality. Equivalent proc of other manufacturers are acceptable if, in the judgment the Architect, they meet the intent of the specification terms of design, function, materials, and quality of
workmanship. Other manufacturers may be proposed for consideration by adhering to procedures set forth in Sect 01630. Accessories shall be products of a single manufacturer, and shall be keyed alike.
B. Substitutions: Items of same function and standard of quality may be submitted in accordance with Section 0163C
2.02 MATERIALS
A. Deliver inserts and rough-in frames to jobsite at appropr time for building-in. Provide templates and rough-in measurements as required.
conflicts detrimental to installation or operation of uni
B. Before starting work notify Architect in writing of any
C. Provide Toilet Room accessories as listed on drawings.
D. Fasteners, Screws, and Bolts: hotdip galvanized or stair steel of type recommended by accessory manufacturer.
E. Stainless Steel angle-frame Mirrors: Bobrick B-290, 1/4 float glass mirror DD-G-451D, type I, class 1, quality ql year silver spoilage warranty with 3/4" type 304 stainles steel welded frame. See drawings for sizes. Do not spli
0
PART 3 - EXECUTION
3.01 PREPARATION
A. Deliver inserts and rough-in frames to jobsite at appropr time for building-in. Provide templates and rough-in
measurements as required.
conflicts detrimental to installation or operation of uni
Verify with Architect exact height and location of
accessories. Comply with Federal ADAAG and State Title 2
B. Before starting work notify Architect in writing of any
C.
D. Provide blocking, as required, for all accessories.
E. Check wall opening for correct dimensions, plumbness of blocking or frames, and other preparation that would affe
TOILET ROOM ACCESSORIES 10800 - 2
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CARLSBAD LIBRARY ADA UPGRADE
installation of accessories.
F. Check areas to receive surface mounted units for conditia that would affect quality and execution of work.
G. Verify spacing of plumbing fixtures and toilet partitions
H. Do not begin installation of washroom accessories until
*
that affect installation of accessories.
openings and surfaces are acceptable.
3.02 INSTALLATION
A. Install fixtures, accessories and items in accordance wit
B. Install true, plumb and level, securely and rigidly anchc
C. Install manufacturer's recommended anchor system for all
D. Fit flanges of accessories snug to wall surfaces. Caulk
manufacturer's printed instructions.
to substrate.
bars.
between flanges and finish wall surfaces after accessorif are installed.
3.03 ADJUSTMENT AND CLEANING
A. Adjust accessories for proper operation. Clean and polisl
B. Deliver accessories schedule, keys and parts manual as pz
exposed surfaces prior to final inspection.
of project close-out documents. For Owner's permanent records, provide two sets of the following items of manufacturer's literature: 1. Technical data sheets of each item used for the prole
2. Service and parts manual.
3. Name of local representative to be contacted in the f
of need of field service or consultation.
0
....................
TOILET ROOM ACCESSORIES 10800 - 3
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CARLSBAD LIBRARY ADA UPGRADE
SECTION 15400 ab PLUMBING
PART 1 - GENERAL
1.1 GENERAL CONDITIONS AND DIVISION ONE
The General Conditions, Supplementary Conditions and Divisioi
are hereby made a part of this Section.
1.2 DESCRIPTION
A. Work Included: Furnish all labor, materials, equip] appliances and necessary incidentals for the com] installation of all plumbing as shown on the drawing
as specified herein including but not limited tc following:
1. Sanitary soil, waste and vent system.
2.
3. Floor sinks and piping.
4. Connections to existing sanitary sewer and 1
5. Pipe covering, insulation and wrapping.
6. Excavation and backfill.
7. Rough-in and final connections to fixtures equipment furnished under other sections of specifications or by Owner, where indicated.
8, All plumbing fixtures, valves and (
miscellaneous items of equipment required f complete installation.
9. Furnish and set all sleeves for pipes par through wall and floors. Provide proper sI fire walls.
Domestic hot and cold water systems.
mains.
a
B. Related Work in Other Sections
1.
2.
3. Concrete work as specified in Division 3.
4. Electrical work as follows will be provided
Temporary facilities as specified in Section 0 Cutting and patching as specified in Section 0
Division 16: a. Conduit and wiring as indicated on
5. Heating, Ventilating and Air Conditioning, Se
drawings and as required.
15800,
1.3 QUALITY ASSURANCE
A. Codes and Standards
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15400 - 1 4B
CARLSBAD LIBRARY ADA UPGRADE
1. All items indicated on site, architectural
mechanical drawings are to be provided comp
from point of connection to finished fixturc conformance with all governing autha requirements.
2. In addition to the requirements of all gover codes, ordinances and agencies, conform to requirements of the following codes and standa a. Uniform Building Code, current edition.
b. Uniform Plumbing Code, current edition. c. State Fire Marshall. do State Health Department requirements.
e. City of San Diego amendments to the Buil Code. f. All requirements of CAL/OSHA.
g. Title 24 of California Administrative Cod h. All other regulatory agencies ha jurisdiction over this work.
e
B. Guarantees
Furnish a written guarantee form required under Divj
1, against defects in materials and workmanship fox year. Guarantee shall include repair of damage tc
replacement (if so required) of any part of prea caused by water, oil, or gas leaks or breaks in E fixtures or equipment provided under this section. m 1 4 SUBMITTALS
A. Manufacturer's Literature
Within 35 days after award of contract and before a1
the materials of this section are delivered to the site, submit seven complete brochures of all mate] and equipment.
B. Other Submittals
1. Shop Drawings.
2. Sterilization test report.
3. Test data.
C. Operation and Maintenance Instructions
Deliver to Architect two complete sets in bound boc
form of written operating personnel and demons1
performance, operation and maintenance of equip] Amount of time allocated for said instruction demonstrations of equipment and systems shall be pa:
these obligations. One additional set of appi instructions shall be suitably framed behind glass mounted as directed.
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CARLSBAD LIBRARY ADA UPGRADE
D. Record Drawings
Comply with requirements of Section 01300. Keel accurate dimensioned record of as-built locations
elevations, as referred to approved base datum, of bu
concealed lines, manholes, cleanouts, valves, plu tees, capped ends, and of work which is insta different from that indicated.
*
1.5 PRODUCT HANDLING
A. Protection
Take all precautions necessary to protect the mater of this section before, during, and after installat
B. Replacements
In the event of damage, immediately repair all dan and defective work to the approval of the Architect i
additional cost to the Owner.
1.6 MISCELLANEOUS
A. Examination of the Site
Exercise care in examining the site and coordinate
work indicated on the drawings with existing conditj
Report. to Architect in writing conditions which prevent proper provisions of this work. Verify deptl
location of service lines with servicing companies hz
jurisdiction before excavating. By submission of
bid, the contractor warrants that he has familial
himself with the existing conditions and will perfon work as required for hookup and as required by contract documents at no additional cost to the Om
e.
B. Permits and Fees
Arrange and pay for all permits, inspections and required by all governing agencies. Deliver
certificates to Owner through the Architect.
C. Service Connections
Make all necessary arrangements with applicable ut: company for connection to existing service lines. all fees associated with work including meters and hc charges. Utility assessment fees, if any, will be by the Owner and are not part of this contract.
D. Drawings
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Coordinate all space requirements with other tre
Drawings indicate desired location and arrangemen
piping, equipment, and other items and are to be foll as closely as possible. a
PART 2 - PRODUCTS
2.1 GENERAL
A. Materials
Materials when not otherwise definitely specified I conform to the applicable ASTM, ASME, AGA, and standards.
B. Equal Materials and Substitutions
In addition to manufacturers specified, the follc
shall also be considered equal , provided correspor models meet specified requirements. Equivz
substituted equipment named herein shall be submittc Architect for approval. Submit alternate selectior
time of bid, listing major equipment.
ITEM MANUFACTURER
Strainers: Crane, Walworth, Strong,
Solders : Silfos, Easy-Flow Cleanouts: Zurn, Josam/Wade
Valves : Crane, Nibco, Milwaukee
Pipe Hangers & Supports: Fee & Mason, Elsen, Tolco Access Panels: Zurn, Josam, Potter-Roeme1 Insulation: John Mansville, Gustin
Plumbing Fixtures: American Standard, Eljer, Kc Toilet Seats: Church, Beneke, Olsonite
Flush Valves: Delaney
Electric Water Coolers: Haws only (Owner Req.) Drains & Floor Sinks: Wade, Josam, Zurn
Soil Pipe: Tyler, Universal
Cast Iron Pipe Coupling: Clamp-All, Husky
Keckly, Mueller 8
Bacon, Fiberglas
2.2 PIPE AND FITTING SCHEDULE
A. Soil, Waste and Vent piping below floor and to 5
outside building: Service weight no-hub cast-iron and fittings. Refer to pipe protection as spec
herein.
B. Soil, Waste and Vent piping above ground: Service wc no-hub cast-iron pipe and fittings, CISPI-301, staii
PLUMBING a 15400 - 4
CARLSBAD LIBRARY ADA UPGRADE
steel couplings.
drawn copper pipe and wrought copper fittings with soldered joints.
Cold water piping below ground and outside the build
1. 3 in. and smaller: Type K hard-drawn copper and wrought copper fittings, with silver sold joints. Wrap as specified herein.
C. Hot and cold water piping above ground: Type L h I)
De
2.3 MATERIALS FOR JOINTS, FITTINGS AND VALVES
A, Unions and Gaskets
-1. Unions for copper tubing: Anaconda #1633 or #1
2. Dielectric Unions: Epco, complete with bola
3. Dielectric Flanges: F.H. Maloney Company fla
4. Gaskets: 1/16 in. Garlock #17022.
and gaskets of same size as pipe.
with cathodic insulation gaskets.
B. Valves
Valves shall be of same manufacturer, or follc
numbers or equivalent by comparator chart of appr manufacturer. Provide adaptors for valves in cc tubing where necessary,
1. Gate valves - 2 in. and smaller, water: 200 WOG - Stockham B-109, bronze body, solder
Stockham B-105, bronze body, screwed.
*
2.4 PIPE HANGERS
A. Hold horizontal, pipe runs firmly in place using appi steel and iron hangers, supports, and/or pipe rc unless otherwise indicated, Suspend hanger rods
concrete inserts or from approved brackets, clamp clips. Hang pipes individually, or in group:
supporting structure is adequate to support weigh piping and fluid. Except for buried piping, hang
support pipe runs so they may expand or contract fi
without strain to pipe or equipment.
1. Horizontal Steel Piping: Provide hangers
supports every 10 feet except every 8 feet
piping 1-1/4 inch and smaller.
2. Horizontal Copper Tubing: For 2 inch diametei over, provide hangers every 10 feet: for 1-1/2
diameter and smaller, every 6 feet. 3. Horizontal Cast Iron No-Hub Piping: Prc
PLUMBING 15400 - 5
*
CARLSBAD LIBRARY ADA UPGRADE
hangers or supports at each side of a nc
fitting. Provide anti-separation of bracin each 90 degree change of direction. 4. Vertical Piping: Support at floor with iron
clamps. Provide plastic coated type for cc piping,
5. Branches : Provide separate hangers or support!
branch lines 6 feet or more in length.
B. Sound and Electrolysis Isolators: Provide at all ha1 and supports for hot and cold domestic water 1:
Securely attach pipe to walls, studs, etc. All
piping isolated from structure with SEMCO Trisolatc
C. Hangers shall be complete with threaded steel rods
isolators as required and here-in-after specified.
1. 2 in. and smaller: Super Strut C-727-F.
2, Concrete inserts: Super Strut 452.
3. Riser clamps for copper piping: Super Strut C-
4. Riser clamps for other piping: Super Strut C.
0
P, plastic coated.
D. Hanger rods shall conform to the following table:
Pipe size 2 in. and smaller: 3/8 in. rods.
All PVC pipe shall be supported at a maximum of evc 0 feet .
2.5 FLOOR, WALL AND CEILING PLATES
Beaton and Cadwell #lo polished chrome-plated steel f:
with device,
2.6 PIPE SLEEVES
Sleeves through foundation walls shall be standard wc black steel pipe, flush with walls and two pipe sizes li than the pipe passing through. Sleeves shall be caulkc assure a waterproof penetration. Sleeve diameter for p.
through masonry wall above grade or floor or through f.
shall be #IO gauge galvanized sheet steel and shall e:
completely through the walls or floor finishing flush on sides. Sleeves shall be 1 inch larger than the pipe pa!
through with caulking to make opening airtight. Slc
through fire walls or floors shall be a firestop s:
assembly, code approved for fire separation rating Section 2). Provide and install polished chromium p brass floor ceiling or wall plates for all pipes, expost
finished portions of the buildings.
2.7 CAULKING AND FIRE PROOFING OF PIPE PENETRATIONS:
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CARLSBAD LIBRARY ADA UPGRADE
For pipe penetrations through non-rated walls and floors
Silicone caulking and sealant (General Electric, Dow Cor or equal)
For penetrations through fire rated walls and floors: Corning firestop system, code approved for separation ra
or equal by 3M, type and installation in accordance manufacturers printed instructions. Verify code approva assemblies used.
0
2.8 ACCESS PANELS
A. Access Panels in Plaster Walls and Ceilings
Standard Fire 12x12 in. minimum size and prime cc steel.
B. Access Panels in Ceramic Tile Walls
Standard Fire Style rlMrr - SDL cover and frame of suit size for purpose intended, but not less than 8x8 size.
2.9 CLEANOUTS
For cast-iron soil pipe, iron body with extra heavy br plugs screwed into caulking ferrules: for steel pipe, E heavy bronze plugs. Where cleanouts occur in fini
interior walls, provide access panels, plates, and frame: flush mounting. Exposed parts of floor cleanouts in fin: room shall have be nonslip polished nickel bronze, cast. in unfinished rooms and outside paved areas. Floor cleai shall have adjustable top. All cleanouts and cleanout ] shall be accessible. Cleanout shall be the following:
A. Exterior:
0
1. On cast-iron pipe in unpaved areas: Zurn A-14
2. On cast-iron pipe in paved areas: Zurn A-14( in access box.
w/z-i450-a.
B. Interior:
1. Plastered and/or drywall type for cast-iron ]
2. Tile wall type for cast-iron pipe: Zurn Z-ld
3. Floor level type in finished rooms: Zurn 2-141
4. Floor level type in finished rooms waterproofing membrane: Zurn 2-1420-25.
Zurn 2-1445-1 prime coated.
stainless steel.
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CARLSBAD LIBRARY ADA UPGRADE
2.10 SHOCK ABSORBERS
Zurn 81Shoktro118 with stainless steel continuous bellows w shall expand and dissipate the shock pressure int hydropneumatic cushion, installed as indicated or
recommended by PDI pamphlet WWH-201. Provide access pane
no case shall a fixture be installed without shock protect
e
2.11 INSULATION
A. All pipe insulation shall comply with the State California Energy Conservation Standards. Insula
thicknesses indicated are based on insulation ha
thermal resistances in the range of R=4.0 to R=4.6 inch of thickness on a flat surface at a mean tempera
of 75-F. Thicknesses indicated are minimum and shal
increased proportionately for materials having R va
less than 4.0 per inch of thickness or may be reduced
materials having R values greater than 4.6 per thickness. Install pipe insulation after pipinc installed, tested and approved and is in clean,
condition. Firmly butt insulation joints.
B. Insulate all domestic hot water piping, except exF piping to fixtures with glass fiber pipe insulation
factory applied white jacket, J-M Micro-Lok 650 AP, 3 thick for pipe sizes of 1/2 in. to 1 in., and 1-1/2 thick for pipe sizes to 1-1/4 in. and larger. Insc fittings and valves with performed insulation with
premolded one piece fitting covers, J.M. Zeston cc Adhere longitudinal laps and butts of strips of ja
with factory applied pressure sensitive tape system,
AP-T.
Insulate all piping under lavatories accessible tc
physically handicapped with Thorpe Insulation Compe rP8 trap insulation.
0.
Flanges and unions shall not be covered.
C.
2.12 PLUMBING FIXTURES
A. General
Plumbing fixtures trim and exposed supplies and wi
shall be brass with polished chrome plated fiI Provide individual loose key stops or, if so specil
screw driver stops for supplies and, unless integral valves or faucets, mount under fixture. Separately
all wastes. Provide exposed supplies and wastes to
with polished chrome plated cast brass wall escutchc
B. Wall-Hung Fixtures
Fixtures specified with hangers or supporting arms :
PLUMBING
15400 - 8 e
CARLSBAD LIBRARY ADA UPGRADE
have hangers or arms securely mounted on a 1/4 in. t by 6 in. wide steel wall plate which extends at leas4
stud beyond first and last fixture mounting points, total of three studs minimum. Attach wall plate to structural stud it crosses by tack welding each sic stud flange at top and bottom of plate. Fixtur
supporting arms shall be securely and firmly attach4
steel wall plate in accordance with manufactui
instructions, If structural studs are not 1 installed behind wall-hung fixtures, plumbing contrz shall notify Architect and Mechanical Engi
immediately.
e
C. Install with brass nipple
D. Drains
Where installed in construction with waterproof membi
provide drains with flashing clamp device with corn
resistant clamping bolts.
E. Fixture Sealer
Install wall-hung fixtures with white silicone s( between fixture and wall, applied smooth and even.
Where a trap primer is required, install a Sloan Roy4 72-A1 trap primer or equal with matching flush vali
F, Fixtures, trim and accessories shall be equal tc
following:
1. Water Closets:
*
a. Item WC-1: Kohler K-4330 "Kingston Lite" gallons per flush, wall mounted, siphon elongated bowl, top spud inlet, viti china. Seat: Kohler K-4670-C, solid 1
plastic with open front and check h:
Flush Valve: Sloan Royal 111, 1.5 gallon!
flush. Mount for physically handicapped I required. b, Item WC-2: Kohler K-4368 "High&
elongated bowl, floor mounted, Olsonit
heavy duty open front white seat. Sloan 1 111 flush valve.
2. Urinals:
a. Item U-1: Kohler K-5014-T l8Dextert1 wall-l
1-1/4" top spud. Sloan Royal 180YB : valve. Mount for physically handicapped I
required.
a. Item L-1: Kohler K-2195 Pennington coi
mounted; Symmons S-60-GH-IPS faucet wit1
3. Lavatory
PLUMBING 15400 - 9
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CARLSBAD LIBRARY ADA UPGRADE
GPM flow rate, grid drain with chrome pl
tailpiece: Brasscraft R3712A angle stops
supplies with cover tube, chrome plated gauge tubular ,PI trap.
a. Item DF-1: Haws 3150 barrier free pede mounted concrete drinking fountain.
a. Item SS-1: Kohler K-6710 Whitbytl, enan cast iron with X-9142 2" perforated strai Faucet: Kohler X-8907 Kimlock.
*
4. Drinking Fountain
5. Service Sink:
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Discrepancies:
1. In the event of discrepancy, immediately notif] Architect. 2. Do not proceed with installation in areas discrepancy until all such discrepancies have
fully resolved.
3. Interferences between installed work of vai trades due to lack of coordination shall resolved by Architect whose decision is fj
Relocate or offset any work as required accommodate work of other trades at no extra to the Owner when so directed by the Architect
e
3.2 LOCATIONS AND SPACE REQUIREMENTS
A. Contractor shall fully inform himself regal
peculiarities and limitations of spaces available installation of work under this division. Drat
indicate desired location and arrangement of pi1
equipment and other items, and are to be followe
closely as possible. Work specified and not clt defined by drawings shall be installed and arranged manner satisfactory to Architect. In event changc
indicated locations and arrangements are deemed nece: by Architect, they shall be made by contractor wil
additional charges provided the change is ordered bt work is installed and no extra materials are requi~
B. Verify all spaces, dimensions for all fixti equipment, tenant or Owner furnished equipment
equipment furnished under other sections.
Obtain all necessary rough-in data and dimensions fo fixtures, equipment, tenant or Owner furnished equi]
and equipment furnished under other sections.
PLUMBING 15400 - 10
C.
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CARLSBAD LIBRARY ADA UPGRADE
D. Maintain ample headroom clearances and accessibil
E. Constantly check work of other trades to pre
Maintain ceiling heights.
interference with this installation.
a
3.3 PIPE INSTALLATION
A. Make pipe runs straight and true. Springing or for piping into place is not permitted. Install in mannc
prevent any undue strain on equipment. Make ja smooth and unobstructed inside and out, and ream ends thoroughly to remove burrs. Conceal pipinc
finished portions of the buildings except as other directed or indicated. Cap or plug ends and opening
pipe and fittings immediately to exclude dirt u equipment is installed or final connections are II
Make pipe size reductions with reducing fittings. Us
bushings unless specifically authorized. Use no c
nipples. Proceed to rough in as rapidly as ger construction of building will permit and complete test before any lathing, plastering, or drywall, or c
finish work is started. Fit work to available space
provide for complete drainage control of the sys Provide clamps and/or concrete thrust blocks at
ends, angles, or other points where separation of jc
may occur. Grade vent piping to allow piping to
itself of condensation or water.
B. Install piping to clear beams unless sleevin5 indicated. Constantly check work of other trade prevent interference with this installation. OL
approval from Architect if coring or cutting of conc
work is necessary due to failure to install reg
sleeves prior to the time of concrete pour. Cos coring and cutting work shall be borne by subcontractor.
Exposed Plated or Enameled Pipe
Make connections to equipment with special care.
tool marks or threads.
m
C.
Shc
D. Dielectric Unions
Make connections between two dissimilar metal pipes dielectric unions and flanges. Isolate undergrounc
above ground steel piping on risers with dielec
unions and flanges.
E. Unions
Provide a union on one side of each shutoff valvc
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CARLSBAD LIBRARY ADA UPGRADE
both sides of automatic valves, at equipment connect and elsewhere indicated or required, unless flanges a indicated.
F. Floor, Wall and Ceiling Plates
Provide where pipes pierce finished surfaces.
G. Noise
Install soil, waste, and water piping in manner
prevents any unusual noise from flow of water L normal conditions.
H. Shutoff Valves
Provide where indicated and required for adequate COI of systems and for isolation of fixture groups
equipment.
I. Buried Piping
Install with minimum 36 in. coverage unless othei
indicated, lay piping accurately to grade where ir
elevations are indicated. When required, provide tl
blocks as per manufacturer's recommendations.
All metallic buried piping shall be installed withi: mil. polyethylene sleeve, in accordance with
Standard C-105.
e
J. Equipment and Materials
Install per manufacturer's recommendations.
K. Accessibility
Install work readily accessible for normal opera1 reading of instruments, adjustment, service, inspec
and repair. Provide access panels where indicate( required.
L. Pipe Joints
Make screwed joints with a minimum amount of com]
applied to the male thread only. All joints shal
made per code requirements.
3.4 CLEANOUTS
A. Provide cleanouts where indicated and required. U. otherwise indicated, cleanouts shall be accessible extensions to grade, to outside of buildings, c
PLUMBING 15400 - 12
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CARLSBAD LIBRARY ADA UPGRADE
floors above as indicated or required. Do not lo( cleanouts in public lobbies and public corridors un e approved by Architect.
B. Membranes
Where waterproofing membrane occurs under floor, b
membrane to cleanout without puncturing, and permane anchor to integral anchoring flange with a heavy c iron clamping collar and rustproofed bolts.
C. Covers
Set cleanout covers flush with finished wall, floo
grade. In all cases securely anchor by means of inte
lugs and bolts. Where surfacing material such resilient covering is specified, ascertain thick being used and set cleanout top so finished flooi
smooth.
D. Use Acorn 3500 thread compound.
3.5 ACCESS BOXES AND PANELS
A. Provide valve boxes for valves located below grade,
for outside cleanouts in paved areas which extenc
grade. Provide metal access panels of size and hereinbefore specified for valves or shock absor a. located in concealed areas.
B. Access Boxes and Panels
Set flush with finished wall, floor or ceiling. Thos
finished walls shall have door or plate removed du
construction or be otherwise suitably covered to prc
finish.
C. Outside General Service Access Boxes
Provide with metal, asbestos cement, or clay pipe sl
extensions where added depth is necessary. Do not IC boxes in public walks, driveways or covered pass unless indicated.
3.6 WRAPPING FOR BURIED STEEL, CAST IRON, DUCTILE IRON AND CC PIPING
A. Factory wrap all buried piping in the following mar
Clean, prime and spiral wrap with a 20 MIL t polyethylene/butyl tape equivalent to Plicoflex #4; tape and #125 primer.
1. Overlap each layer of tape half the width of
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CARLSBAD LIBRARY ADA UPGRADE
applied. Overlap fitting wrapping a minimum of 2 inches pipe wrapping. 2. 0
B. Affidavit
Deliver coated pipe to jobsite accompanied applicator's affidavit certifying that wrapped pipe been given high voltage Holiday detector test and pipe was free of Holidays when pipe was shipped applicator's yard. Submit one copy of every affidavj Architect prior to installation. No tape wrai permitted.
C. Field Joints
Apply same wrapping for pipe for field make-up couplings, then test field applications for Holi (steel pipe only) by an approved method in Archite presence.
D. Damage
Handle wrapped piping with extreme care to avoid dan Repair and retest marred or damaged pipe wrapping.
In lieu of Item A above, for cast-iron and ductile pipe and fittings piping may be installed in polyethq encasements in accordance with AWWA C-105 Standards
E. e
3.7 EXCAVATION AND BACKFILLING
Perform excavation and backfilling required work under section unless otherwise specified. Conform to requiren
of Division 2 and of public authorities having jurisdict
A. The minimum cover over piping under building slab (tc pipe to underside of slab) shall be 12 inches metallic piping and 18 inches for plastic piping. minimum cover over piping at exterior grade shall 1 inches.
B. Unfavorable Weather: Do not place, spread, or rol: fill material during unfavorable weather conditions not resume operations until moisture content and density are satisfactory to the Soils Engineer.
C. Flooding: Provide berms or channels to prevent floc of subgrade. Promptly remove all water collectir depressions.
D. Softened Subgrade: Where soil has been softene eroded by flooding or placement during unfavo:
PLUMBING
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CARLSBAD LIBRARY ADA UPGRADE
weather, remove all damaged areas and recompact specified for fill and compaction.
E. Dewatering:
e
1. Provide and maintain at all time du
construction, ample means and devices with whic
remove promptly and dispose of all water from e source entering the excavations or other part the work.
2. Dewater by means which will ensure dry excavat and the preservation of the final lines and gx of bottoms of excavations.
3.8 STERILIZATION
Sterilize each unit of water supply and distribution si
with liquid chloride or hypochlorite before acceptance
operation in accordance with AWWA C601, "Standard Disinfecting Water Mains." Work shall be done by contrac
and unless otherwise required by public authorities hz jurisdiction, shall conform to the following:
A. Materials:
1. Liquid Chloride: U.S. Army Specification 4-1.
2. Hypochlorite: Liquid shall conform to Fed. 5
0-C-114A (Int. 4), Grade D.
B. Method
e
Amount of chlorine shall provide a dosage of 50
minimum. Introduce chlorination materials into liner distribution system in approved manner. After a COI
period or 24 hours minimum during which period chlc residual shall be maintained at 5 ppm minimum, flus1
systems with clean water until residual content is
greater than 0.2 ppm. Flush entire system, incli hose bibbs, fixture outlets, and dead ends. Oper close valves in lines being sterilized several I
during contact period.
C. Test Reports
Furnish one copy of test report of complete and adec
sterilization to Architect before final acceptanc
work. Certificates shall bear signature of an off: of laboratory responsible for test. Cost of te: laboratory services shall be included in
subcontract.
3.9 TESTS
PLUMBING 15400 - 15
0
CARLSBAD LIBRARY ADA UPGRADE
A. Perform tests to Architect's satisfaction. Make tesl
presence of Architect and at a time suitable to hi requested. Furnish necessary labor and equipment bear costs for testing. Cost of replacing ax repairing damage resulting therefrom shall be borr this contractor. Should this contractor refusc
neglect to make tests necessary to satisfy the Archj that requirements of specifications and drawings are such tests may be made by an independent testing CON
and this contractor charged for all expenses.
e
B. Hydrostatic Tests
Make by completely filling piping system with watei eliminating accumulations of air so that leakage matter how small, will be apparent on testing (
immediately. Maintain pressure until pipe under tes been examined, but in no case less than 24 hours. systems at following pressure:
SYSTEM TEST PRESS1
Domestic cold water 150 psig Domestic hot water 150 psig
C. Sanitary Soil, Waste and Vent System Tests
Before installation of fixtures, cap ends of systei fill lines with water to roof line (including vents allow to stand until a thorough inspection is made. tests in sections if necessary or convenient. Howc include interconnections between new sections
previously tested section in the new test.
e
D. Storm Drainage Systems
Test as specified for sanitary system.
3.10 AINUSTING
Upon completion of work and after cleaning of system, fix and equipment, and automatic parts of plumbing system sha carefully adjusted normal operation. All flush valve: fixture stops shall be checked for proper operation and adjustments made where required. System shall operate qu
without vibration or noise.
END OF SECTION
PLUMBING
15400 - 16 a
August 18, 1995
Johnson Construction
24017 Hunt Ridge Drive
Murietta, CA 92562
RE: BOND RELEASE - CONTRACT NO. U/M 94-9 - ADA MODIFICATIONS
CARLSBAD CITY LIBRARY
The Notice of Completion for the above-referenced project
recorded. Therefore, we are releasing 75% of the Performance Bc Please consider this letter as your notification that $54,202.5( Gulf Insurance Co. Performance Bond No. GE 5639665 is her
released.
A copy of the recorded Notice of Completion is enclosed for 1 records.
&%J& Assistant City Clerk
Enc.
c: Engineering Construction Inspection
4
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-2
Recording requested by:
When recorded mail to:
CITY OF CARLSBAD
City Clerk
City of Carlsbad
7- d ,.-$@_&w-yp$5 09
SAN DfEkO f.&f.iTY REC'JRDE3'S 5EEI;OR'i Sfi;TMI COUNTY PEf,O
708
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