HomeMy WebLinkAboutKhavari Construction Inc; 1999-11-22; 33841*
CITY OF CARLSBAD
- San -Diego County
California
CONTRACT DOCUMENTS AND GENE1
CONDITIONS
0 * FOR
GEORGINA COLE LIBRARY
CARLSBAD CALIFORNIA
CONTRACT NO. 33841
VOLUME 1
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TABLE OF CONTENTS
Volume 1
- Item
1. BIDDER'S INFORMATION AND CONTRACT
NOTICE INVITING BIDS ........................................................................................................
CONTRACTOR'S PROPOSAL ...............................................................................................
BID SECURITY FORM ...........................................................................................................
BIDDER'S BOND TO ACCOMPANY PROPOSAL ..................................................................
BIDDER'S INFORMATION REGARDING SUBCONTRACTORS ............................................
BIDDERS STATEMENT OF FINANCIAL RESPONSIBILITY .................................................
BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE ................................
BIDDERS CERTIFICATE OF INSURANCE FOR GENERAL
LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPEN:
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BIDDER S STATEMENT OF RE-DEBARMENT .....................................................................
BIDDERS DISCLOSURE OF DISCIPLINE RECORD ............................................................. e
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID ..............................................................................
REPRESENTATION AND CERTIFICATION ............................................................... NOT U
ESCROW AGREEMENT FOR SURETY
DEPOSITS IN LIEU OF RETENTION (OPTIONAL) ................................................................
CONTRACT P U B LIC WORKS .................................................................................................
LABOR AND MATERIALS BOND ............................................................................................
FAITHFUL PERFORMANCE/WARRANTY BOND ...................................................................
11. GENERAL CONDITIONS
AIA A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,
1997 EDITION .........................................................................................................................
SUPPLEMENTAL PROVISIONS TO AIA A201, 1997 Edition ................................................. a
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CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall, 1200 Carlsbz
Drive, Carlsbad, California 92008., OCTOBER 20, 1999 until 4:OO P.M., at which tim
packages will be opened and read, for performing the work as follows: Interior improvemen Georgina Cole Library, approximate construction value of $1,200,000.
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CONTRACT NO. 33841
The work shall be performed in strict conformity with the Contract Documents, including the
Public Work and the General Conditions, as approved by the City Council of the City of Ca
file with the Community Development Department. The General Conditions for the work in
AIA A201 General Conditions to the Contract for Construction, 1997 Edition and the Sup1 Provisions to the AIA A201, all herein designated as the “General Conditions.”
The City of Carlsbad encourages the participation of minority and women-owned businesses
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators, and cont utilize recycled and recyclable materials when available, appropriate, and approved by the 0
The City of Carlsbad may disqualify a contractor or subcontractor from participating in biddir
contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdict State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing De
Each bid must be accompanied by security in a form and amount required by law. Thc
security of the second and third next lowest responsive bidders may be withheld until the has been fully executed. The security submitted by all other unsuccessful bidders shall be r( them, or deemed void, within ten (IO) days after the Contract is awarded. Pursuant to the I
of law (Public Contract Code section 10263), appropriate securities may be substitute obligation required by this notice or for any monies withheld by the City to ensure performai this Contract. Section 10263 of the Public Contract Code requires monies or securit deposited with the City or a state or federally chartered bank in California as the escrow a{ escrow agent shall maintain insurance to cover negligent acts and omissions of the connection with the handling of retentions under this section in an amount not less than $1
contract.
The documents which comprise the Bidder’s proposal and that must be completed, properly and notarized are:
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1. Contractor's Proposal 7. Certificate of Insurance
2. Bidder's Bond 8. Bidder's Statement Re Debarment
4. Bidder's Information Regarding IO. NOT USED
5. Bidder's Statement of Financial
6. Bidder's Statement of Technical Ability Security)
0 3. Non-Collusion Affidavit 9. Bidder's Disclosure Of Discipline Recor
1 1. Escrow Agreement for Security Deposit
(optional, must be completed if the Bidc
wishes to use the Escrow Agreement fc
Subcontractors
Responsibility
and Experience
No bid shall be accepted from a contractor-who is not-licensed-in accordance with the pro\ California State law. The Contractor shall state their license number, expiration d; classification in the proposal, under penalty of perjury. Only a Class B: General Building Cor
License classification is acceptable for this contract in accordance with the provisions of state
No bid shall be accepted that contains qualifications, exclusions, substitutions, or any langi attempts to define the Work to be different than the Work described in these documents.
Bidder's questions during the bid period shall be submitted by fax, to McGraw/Baldwin AI Attention Norm Luker, Fax: (619) 231-4396. No phone calls will be accepted!
If the Contractor intends to utilize the escrow agreement included in the contract documents I
the usual 10% retention from each payment, these documents must be completed and submi the signed contract. The escrow agreement may not be substituted at a later date.
Sets of plans, General Conditions, and Contract documents may be obtained at the Pu
Department, City Hall, 1200 Carlsbad Village Drive, Carlsbad, California, for a non-refundabli
$25.00 per set. If plans and specifications are to be mailed, the cost for postage should be a(
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregi
informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute the
shall be those as determined by the Director of Industrial Relations pursuant to the sectior
1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a currt of applicable wage rates is on file in the Office of the City Owner. The Contractor to wt
Contract is awarded shall not pay less than the said specified prevailing rates of wages to all
employed by him or her in the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of sectior; of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletti
Subcontracting Fair Practices Act." The City Owner is the City's "duly authorized officer"
purposes of section 4107 and 41 07.5.
The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall the Contract for work.
A pre-bid meeting will be held at The City Of Carlsbad Council Chambers on the !jth day of C
1999 at 1O:OO A.M.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and t
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
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Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior tc
Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
Bonds to secure faithful performance and warranty of the work and payment of laborers and
suppliers, in an amount equal to one hundred percent (100%) and one hundred percent
respectively, of the Contract price will be required for work on this project. These bonds sha in full force and effect during the course of this project, and shall extend in full force and effec
retained by the City until they are released as stated in the General Conditions sectio
contract. All bonds are to be placed with a surety insurance carrier admitted and auth
transact the business of insurance in California and whose assets exceed their liabilities in ai
equal to or in excess of the amount of the bond. The bonds are to contain the following docur
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws
instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance comrr
If the bid is accepted, the City may require copies of the insurer's most recent annual state
quarterly statement filed with the Department of Insurance pursuant to Article 10 (commer
section 900) of Chapter 1 of Part 2 of Division I of the Insurance Code, within 10 calendar di
insurer's receipt of a request to submit the statements.
Insurance is to be placed with insurers that have (1) a rating in the most recent Best's K
Guide of at least A-:V, and (2) are admitted and authorized to transact the business of ins
the State of California by the Insurance Commissioner. Auto policies offered to meet the spc
of this contract must: (1) meet the conditions stated above for all insurance companies and
any vehicle used in the performance of the contract, used onsite or offsite, whether OWI
owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate n
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
meeting the above standards with the exception that the Best's rating condition is waived.
does accept policies issued by the State Compensation Fund meeting the requirement fo
compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any
cost of said insurance shall be included in the bid price.
The award of the contract by the City Council is contingent upon the Contractor subn
required bonds and insurance, as described in the contract, within twenty days of bid oper
Contractor fails to comply with these requirements, the City may award the contract to the
third lowest bidder and the bid security of the lowest bidder may be forfeited.
The prime contractor and all subcontractors are required to have and maintain a val
Carlsbad Business License for the duration of the contract.
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Approved by the City Council of the City of Carlsbad, California, by Resolution No
adopted on the 14th day of SEPTEMBFR I19 99 .
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&&A27?7.*mb, A?Lp44.+ *
Alefha L. Rautenkranz, City Clerk
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- I. City o m
October 12, 1999
ADDENDUM NO. 1
RE:
Please include the attached addendum in the Notice to BiddedRequest for Bids yi
have for the above project.
This addendum-receipt acknowledged-must be attached to your Proposal Form/E
when your bid is submitted.
GEORGINA COLE LIBRARY, CARLSBAD, Contract No. 33841
+&T&
RUTH FLETCHER
Purchasing Officer
RF:jlk
Attachment
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I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. A
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Bidder's & Signature fl/&
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1200 Carlsbad Village Drive * Carlsbad, CA 92008-1989 (760) 434-2803 FAX (760) 434-
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CONTRACTOR’S PROPOSAL
SCHEDULE 1: LUMP SUM
DescriDtion - Total
1. Lump sum for the entire scope of work as defined in the Contract
Documents as Phase I and Phase II.
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$ d/ ?” 3: I
Total amount of bid for Item No. 1 in words: a& J ~ ’ 3h!* dm 2 ao/$GO
Go /+&.??dd /l/fh %&&!!
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Addendurn(a) No@). 2 haslhave been received and idare include I proposal.
OPENED, ViITNESSEd AN2 REGORDEC
20 /U-S?y
bait”TEX45 c r+-: Lf ‘ ::
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Bidder Company Name: Kha+xl * an51rrLI c3;oq L J\ La b
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CONTRACTORS' PROPOSAL
The Undersigned has carefully checked ail of the above figures and understands that the City 1
be responsible for any error or omission on the part of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with ne
bonds and insurance policies within ten (10) calendar days from the date of award of Contrac
City Council of the City of Carlsbad, the City may administratively authorize award of the co1
the second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is license
business or act in the capacity o a contractor within the State-of Califomy; validly license license number 69662q P , classification A Ah d 8 which ex1
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6/30/2000' , and that this statement is true and correct a d has the legal
an affidavit. ,,.A,ti,SOfl6
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuar
Business and Professions Code shall be considered non-responsive and shall be rejected by
§ 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be in1
by the failure of the bidder to be licensed in accordance with California law. However, at the
contract is awarded, the contractor shall be properly licensed. Public Contract Code Q 201C
The Undersigned bidder hereby represents as follows:
1. That no Council member, officer agent, or employee of the City of Carlsbad is p
interested, directly or indirectly, in this Contract, or the compensation to be paid hereundei
representation, oral or in writing, of the City Council, its officers, agents, or employees has
himiher to enter into this Contract, excepting only those contained in this form of Contraci
papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a t
same work, and is in all respects fair and without collusion, or fraud.
Accompanying this proposal is %id 'i3ohJ (Cash, Certified Check,
Cashier's Check) for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requ'
employer to be insured against liability for workers' compensation or to undertake self-ins
accordance with the provisions of that code, and agrees to comply with such provisio
commencing the performance of the work of this Contract and continue to comply until the (
complete.
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2,
the general prevailing rate of wages for each craft or type of worker needed to execute thc
and agrees to comply with its provisions.
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IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname) of proprietor
(3) Place of Business
City and State
(4) Zip Code Telephone No.
IF A PARTNERSHIP. SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname and character of partner) (Note: Signature must be m:
general partner)
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(Street and Number)
(3) Place of Business
(Street and Number) I(, City and State
(4) Zip Code Telephone No.
IF A CORPORATION. SIGN HERE:
(4) Name under which business is conducted K h c1~/ Ccr * I e0ns.t-W c+;()w, L
ROSTAIvl 4KHTPRKHAvPRr 5ecve-f-cxry i (Title)
impress Corporate Seal
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CALJFORNIA ALL-PURPOSE ACKNOWLEDGMENT
California 8 Countyof Sa Diego
On 10-19-99 before me, America San Martin, Notary Public
personally appeared ROSTAM AKFfTARKHAVAKI
CAT€ NAME. 3TLE CF OFFICES. E G. 'JANE DCE. VOTARY PUB
NAME(S) OF SIGNES(S)
personally known to me - OR - proved to me on the basis of satisfactory e
to be the person(@ whose name@:
knowledged to me that he
the same in hisBZTEWlS auth
capacity-), and that by hism
signature@) on the instrument the per
or the entity upon behalf of whic
person(9) acted, executed the instrt
e
Though the data below IS not required by law, it may prove valuable to persons relying on the document and cou
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF AXACHED DOCU
CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT m:S)
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF ='ESSCN(S) OR ENTlN(IES)
SIGNER(S) OTHER THAN NAMED AB0 a
01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave , P 0 Box 7184 ~Canoqa Park
(3) Incorporated under the laws of the State of Califh; q
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(4) Place of Business 4550 \<eacny VJla f&j. + 118
(Street and Number)
(1.. 1 ifO7ni CZ City and State
(5) ZipCode 92 123 Telephone No.
sc\ * 3 i 2 0 0
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(858)27P;-0303
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTi
List below names of president, vice president, secretary and assistant secretary, if a corpor:
partnership, list names of all general partners, and managing partners:
Nehmbon AkA%w&av AP; fwJ i d ,,A- A Tams Q 7 e r
& R0S-h vice Pre5;dent x gecrdh
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BID SECURITY FORM
(Check to Accompany Bid)
(NOTE: The following form shall be used if check accompanies bid.)
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Accompanying this proposal is a *Certified *Cashiers check payable to the order of (
CARLSBAD, in the sum of
this amount being ten percent (10%) of the total amount of the bid. The proceeds of this cht
become the property of the City provided this proposal shall be accepted by the City through i
its legally constituted contracting authorities and the undersigned shall fail to execute a cont
furnish the required Performance, Warranty and Payment Bonds and proof of insurance c
within the stipulated time; otherwise, the check shall be returned to the undersigned. The r
of this check shall also become the property of the City if the undersigned shall withdraw h
bid within the period of fifteen (15) days after the date set for the opening thereof, unless c
required by law, and notwithstanding the award of the contract to another bidder.
dollars ($
BIDDER
*Delete the inapplicable word.
(Note: If the Bidder desires to use a bond instead of check, the Bid Bond form on the followi
shall be executed-the sum of this bond shall be not less than ten percent (10%) of the tot; 1 of the bid.)
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BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS:
That we, KHAVB CONSTRUCTION, INC. , as Principal, and - C~~NY as Surety are held and firmly bound unto the City of Cadsbad, California, in an amount as (must be at least ten percent (10%) of the bid amount) 10% OF WJI- 1 payment, weit and truly made, we bind ourselves. our heirs, executors and administrators, su or assigns, jointly and severally, firmly by these presents.
THE CONOKION OF THE FOREGOiNG OBLIGATION IS SUCH that if the PrOpOSal of thc bounden Principal for.
Ceorgina Cole Library, Contract NO.: 33841
in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter,
execute a Contract including required bonds and insurance policies within ten (10) crhend
from the date of award of Contrad by the City Council of the City of Carlsbad, being duly nc said award, then this obligation shall become null and void; othelwire, it shall be and remai
force and effect, and the amount specified herein shall be forfeited to the said Ci.
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WASHINGTON lXlXRNA
(BID DATE: 10-20-99)
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In the event Principal executed this bond as an individual, it is agreed that the death Of Prin not exonerate the Surety from its obligations under this bond.
Executed by SURETY this 7th Executed by PRINCIPAL this % k!q day of OCTOBER t :
PRINCIPAL: SURETI:
day of od-6 W ,19%T . a
WAsHlN~ TNsm {name of Surety)
00 PARKBOUL ARD SUITE500
(address of Surety)
?TasCA, IL 60&-2625
Rasm-"I h-&gT{w&w &yy (630)227-4700 (print name here) (telephone number of Surety)
By: (signature of Attorney-in-Fact)
VALERIE IT. PWCE, ATNm-1
(printed name of Attomey-in-Fact)
(Attach corporate resolution showing
power of attorney.) LL %& J Ll& vi0 /:
(print name here) 0
Pw4dl-
(Title and Organization of Signatow)
(Proper notarial achwledge of execution by PRINCIPAL and SURETY must be attached.)
(President or vice-president and secretary or assistant secretacy must sign for corporations.
one officer signs, the corporation must attach a resolution certified by the secretary or as, secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM: RONALD R. BALL City Attorney
Q 06t07l99 Contract No.: 3384 1 Page 13 of 35
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
CALIFORNIA
Countyof SAN DIEGO
10-2 1-99 beforeme, CECRISTINE A. PATERSON, NOTARY PUBLIC
Name and Ttle of Officer (e s Jane Doe Notary Public J
personally appeared ROSTAM AKIETARKHBvARI: AND M. AKEI-VARI
personally known to me - OR - proved to me on the basis of satisfactory evidence to be the pc
whose name(s) is/are subscribed to the within Inst
and acknowledged to me that h&k/they execu
same in hrdkerltheir authorized capacity(ies), and
hiskedtheir signature(s) on the instrument the pe
or the entity upon behalf of which the person(s)
executed the instrument
WITNESS my hand and official seal.
Names) of Signer($
Signature of Notary Public
Though the information below IS not required by law, it may prove valuable to persons relying on the document and couldpr
fraudulent removal and reattachment of this form to another document
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
0 Individual 0 Corporate Officer
0 Title(s):
17 Corporate Officer
0 Partner - 0 Limited 17 General 0 Partner - 0 Limited 0 General 0 Attorney-in-Fact 3 Attorney-in-Fact
Guardian or Conservator 3 Guardian or Conservator
Signer Is Representing: Signer Is Representing’
ED-1 133 9/97
* CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
County of San Diew
On 10-7-99 before me, America San Martin, Notary Public
personally appeared Valerie M, Pearce
DATE NAME, TITLE OF OFFICER - E GI "JANE DOE, NOTARY PUBLIC"
NAME@) OF SIGNER(S)
M personally known to me - OR - [7 proved to me on the basis of satisfactory evid
to be the person@) whose name@) is
subscribed to the within instrument anc
knowledged to me that2ziWsheLtbq exec
the same in his/her/their author
capacity(-), and that byxt&z/herB
signature(%) on the instrument the perso
or the entity upon behalf of which
person@) acted, executed the instrum
y 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.
DESCRIPTION OF ATTACHED DOCUM CAPACITY CLAIMED BY SIGNER
0 CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT TITLE@)
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON@) OR ENTIlY(IES)
SIGNER(S) OTHER THAN NAMED ABOV
01 993 NATIONAL NOTARY ASSOCIATION 8236 Rernrnet Ave , P 0 Box 71 84 Canoga Park, (
WASHINGTON INTERNATIONAL INSURANCE COMPANY
POWER OF ATTORNEY
' KNOW ALL BY THESE PRESENTS: That the'NashinGon International Insurance Company, a corporation orsanized and c of the State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and aFFoint
JEROLD D. HALL, SANDRA J. UTTU, CHRIS A. LYDlCK, LETICIA SAN MARTIN,
EACH IN THEIR SEPARA E CAPACITY
CHRISTINE A. PA TERSON, VALERIE M. PEARCE, BARTB. STEWARTAND J.T. WARNOCK a, -.
ts me and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds an? undertai contracts of indemnrty and other wrrb'ngs obligatory in the nature thereof, which are or may he ailcwed, required, or permittec regulation, contract or Otherwise, and the ~ecdon of such insbument(s) in pursuance of these presents, shall be as binding upon international Insurance Company as fully and amply, to all intents and purposes, as if the same has been duty executed and President and its principal office.
This Power of Attorney shall be limited in amount to $5,500,000.00 for any single ob&tion.
This Power of Attorney is issued pursuant to authority granted by the resolutions of the 8oard of Directors adopted March 22, *
Juty 3, 1980 and October 21, 1986 which read, in paq as follows:
1. The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may desisnate At alrthorfze &ern to execute on behatfof the Company, and attach the Seal of the Company thereto, bonds, and undertakii
contracb of indemndy and othervdngs obtigigabjry in the nature thereof, and to appoint Special Attorneysin-Facf who ar to cerkfy cofies of any power-of-attorney issued in pursuant to this section andlor any of the By-Laws of the Company, ar time, any suchdttorney-in-Fact or Special Attorney-in-fact and revoke the authority given him.
The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretaq
seal of the Company, may be afked to any Power of Attorney, certificate, bond or undertaking relating thereto, 'by facsirnil' of Attorney, cert5cate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary COUT:
,I
2.
ational Insurance Company has caused this instrument to be signed and its c
ATONAL INSURANCE COMPANY
nderson, Vice-President
COUNTY OF DUPAGE)
On this 12th day of May, 1993, before me came the inciidual who'executed the preceding instrument, to me personally kncwn, arid,
sworn, said that he is the therein described and authorized officer of the Washington International insurance Company; that the S ins*mment is the Corporate Seal of said Company;
IN T RMpy*~?%&qto set my hand and affixed my Official Seal, the day and year first above wriCten. i /gg; (17 VIAL SEAL" 8 ERICA 2. JOHNSON
No$f/ ,";Mic. Sta:: of Ilri
My cmme bdns 10.7 5.51
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C Erica R. Johnson, No
~~,*-%~*~*--s-sL My Commission Expir
8
CERT
STATE OF 1LLlNOI-S)
COUNTY OF DUPAGE)
I, the undersigned, Vce-Predent of WASHINGTON INTERNATiONAL INSURANCE COMPANY, an ARIZONA Corporaticii, DO HE.: that :he foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore kat Afi of :he By-Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are X+: ia force
Signed and sealed in the County of Dupage. Dated the 7th day of OCTOBER ,1999 .
. .- Jaesd. Carper&, Vice-President a
Kennedy Insurance Agency
44 Balboa Avenue, Suite 250
n Diego, California 92123
4550 KEARNY VILLA RD., SUITE 118
LUC9911-5733
ALL OWNED ALTOS
SCHEDULED AUTOS
1000000437-0
NONOWNED ALTOS
WDN80639-A EMPLOYERS' LlPgUTY
*10 DAY NOTICE OF CANCELLATION FOR NON-PAYMENT OF PREMIUM.
CITY OF CARLSBAD ARE NAMED AS ADDITIONAL INSURED AS THEIR INTEREST MAY APPEAR.
PROJECT: GEORGINA COLE LIBRARY; CONTRACT #33841
*c CITY OF CARLSBAD DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO WL
1200 CARLSBAD VILLAGE DR. HE CERTIFICATE HOLDER NAMED
CARLSBAD, CA. 92008 INSURER, ITS AGENTS
ACORD 25-S (7197) ACORD CORPOI;
9
ENDORSEMENT # 01 a
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED-OWNERS, LESSEE OR CONTRACTOR?
(FORM B)
This endorsement modifies insurance provided under the following:
KHAVARI CONSTRUCTION
LUC9911-5733
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization:
CITY OF CARLSBAD
1200 CARLSBAD VILLAGE DR.
CARLSBAD, CA. 92008
a
(If no entry appears above, information required to complete this endorsement will be shown i
the declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section 11) is amended to include as an insured the person or
organization shown in the Schedule, but only with respect to liability arising out of “your worl
for that insured by or for you.
THIS INSURANCE DOES NOT APPLY TO: “Bodily injury” or “property damage”
arising out of any act or omission of the ADDITIONAL INSURED(S) or any of their
“employees”, other than the general supervision by the additional insured(s) of your ongoing
operation performed for the ADDITIONAL INSURED(S).
AC 212 (08/98) a
;1 760 434 1987 ~ - -- --I_ .= -
CITY OF CAlUSBAD SURPLUS LINE BROKER AFFIDAVIT 0
Broker Name:
Address: p. 0. %a 3WQ
+L3
City/S tate/Zip :
Date:
Project Name: L 3 8qI
Type of Insurance: C-rene-a 1- \ ,&!b&,h
is the Broker of Record for KkkS% r '1 quired to provide insurance under the specificatit
at as Broker of Record for Contractor, I have contac
the insurance companies listed below, all of 'whom meet the city's requirements included
Resolution No. ?/-YO3 and all of whom have refused to write the required policy due to
type of risk involved.
Insurance Carrier:
Name of Contact: a
Address: .s, SQ'
Date:
Reason for Refusal:
Best's Rating
Insurance Carrier:
Name of Contact:
Address:
Date:
Reason for Refusal:
Bests Rating a
- __
* **
Iasurance Carrier: Gal a&nc
Address: ( 03: Name of Contact: m
Date:
Reason for Refusal:
Best's Rating Listed by State insurance Commissioner Cyes/No)
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Contractor is requesting that the City accept company who is a sqh
line carrier having an A-:V or better rating in the most recent issue of Best's Rating Guide an
who has an office within the Smte of California at the following address in order to effect senric
of process.
Name of Surplus
Line Carrier:
Address:
City/State/zip :
Address to effect Service of Process within the State of Califoh.
Name:
Address:
City/State/Zip:
0
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going facts are me and correct.
a
e . lr BIDDER'S INFORMATION REGARDING SUBCONTRACTORS
0 Note: Information concerning subcontractors must be furnished in accordance with the provisions of tt
'Subletting and Subcontracting Fair Practices Act.' Section 4100, et seq., California Public Contract C
(See Section 1 C-General Conditions, 1 C-08 SUBCONTRACTORS).
Rho information below must be provided for all Rrst4er Subcontrectors that will provide labor, equfpmc materials valued in ex- of one-half of one parcent (0.5%) of Bidder's Lump Sum Base Bid and ths! perform Work at the Project site. If Bidder does not PSO 8 Subcontfadof or li!$ts mom than one SUbcor for a Work activity which oxceed.-O.S% of the Lump Sum Bas Bid; Bidder agreesthat It is fullyqualifiec perform and that It shall perform that Work activity.
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Subcontractor bid divided by total bid and multiplied by 100.
Write in DBE if Subcontractor is a Disadvantaged Business Enterprise. **
~pg S L~,z&$ <yi.fcd (Of wicewo\d ,&\(J&' le', - 7
ti rp- T;,4 cc- Of'&/
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- rbmof-. Adboss: Tdrphon No.:(6 14) pwerl
y6)- /3/g e '6137 @)'nterj~rdenS BIgb 2 pi -mvYd N? &OJ LthSldQ.> Ch ?zoco Typo or Work to k Don: Licmu No.: Expiram Daw:
\ri~~,Ih-"~"~ sa7 Dieho, Crt 9tl2-q 984-6357 - ~ ;;;/c
Typo d Workto k Don: LicameNo.: - Expwon w: D -pe/r,. baa7Cr9 9/30 /zoo / \/~= E\,&. 1161 Cu5hmw7\ b'f@ 5ie.A T-No*:(6'q)
P&:* h* rM 272q IO 7/3 I/L~OO
W Addnrr: T-M.:(s& Perant
t 13/03 vi* ~e\ \Ia\~do~e -of
Nwnrol Addnrt: pF
S- Dlaao, CA V>\IQ zqi -S/SO
ExpmJon Dab: 13z
1%
- Typo d work.to k Don: Licen8e No.: Efed r; CeJ S-TO 99 6 1 I /3 0149
, GLGL 252033 4/ 30 /mo
AdQ.u: 7-h.: (614) p- 366 I COS& peirs s+. Nunof-. %; c(f7 Gik3l
Typo of Workto k bow Licmu No.: Expintion-: L~~O- Grove, eA Y1ci45 4Go-&t:gO
~of&&onhdw., -: Tekphone No.: Pacent (.(hUU*,
;PI-b;rtq Typed work to be Done: License No.: ExpWon Dale:
0 . y43- Garfie(JAm. Sfi. 2 T- No*: BOO pcmnt AddftSS: Name of Subcpnttactw:
1%
- 2!
,Ai( PUCf c/efln(qq G/e.,,dctJP, rA 91 204 358-?sZg
Typa of Work IO be Done: ., LicenseNo.: Expuation Date:
c/efi, HUM- Gr:1(S 7~92x6 2/29/2aoa
fl'itc cc q j bdL/.,hbd YJ P 0 hd flc PCrctnt Nun of subcontractor: .. Address: Telephone No.:
Typa of Workto be Done: LichnrcN~.:~ - - -' Expinlmn Date:
DL77 0 I (37 '0 - Gcn eo_/
\ Total
0 Subcontractor bid divided by total bid and multiplied by 100.
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BIDDERS STATEMENT OF FINANCIAL RESPONSlBlLlT
(To Accompany Proposal)
Copies of the latest Annual Report, audited financial statements or Balance Sheets may be si
under separate cover marked CONFIDENTIAL.
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SEX ATTA Ctf D FpJ A N ci fi L
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-11) L~~mwalrrimiltrh~oothi8poierr
Name, Address and Telepl
Applied Medical Lab. $ 784,526 Dept. of the Nav
NumberofOrmer mafa
6191553-0787
5 Gillypie Field Storage Building $ 164,493 County of San Die
(619) 694-3170
Radio Active waste Disposal Fac. $ 254,998 V.A.Medica1 Centc
1619) 552 8585 -
7) Name ofpascmwb ~siteofpmpobcdworkfatyour~
Da!cofrlqcctia
LiStmOre~stNetrpesascdedbyyoUrcampany,~l~rrppoxnnrte -cost.
Ricq Name, Address d Telq
e. Name: 8)
NumbaofOwncc
Port of San Dieq!
PrOiaFt k Waste Disposal Fac. Lindberg Field $ 203,636
(619) 686-6228
Repair Washracks f Camp Pendleton $ 199,548 Dept. of the Naw (619) 725-8215
OPC Mionor Renovation $ 636,045 UCSD Medical Cen
1619) 543-6222
**
(9) Name, irdme;l md tel& numb& of rurety cmky and agent who will provide e nquirtd bonds
con- Robert P. Driver co. Attn: Chris Lvdick (619) 238-1828 e -
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BIDDER'S CERTIFICATE OF INSURANCE FOR
LIABILITY AND WORKERS' COMPENSATION I. GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTI
(To Accompany Proposal)
As a required part of the Bidder's proposal the Bidder must attach either of the following to this
1. Certificates of insurance showing conformance with the requirements herein for:
Comprehensive General Liability 1 Employer's Liability
Automobile Liability
Workers Compensation
2. Statement with an insurance carrier's notarized signature stating that the carrier can, and u
payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insuranc
Comprehensive General Liability, Employer's Liability, Automobile Liability and Workers
Compensation in conformance with the requirements herein and Certificates of insurance tc
Owner showing conformance with the requirements herein.
All certificates of insurance and statements of willingness to issue insurance for auto policies
to meet the specification of this contract must: (1) meet the conditions stated in The Notice
Bids and the General Conditions for this project for each insurance company that the Co
proposes, and (2) cover any vehicle used in the performance of the contract, used onsite or
whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto in:
certificate must state the coverage is for "any auto" and cannot be limited in any manner.
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BIDDERS STATEMENT RE DEBARMENT
(To Accompany Proposal)
1. Have you or any of your subcontractors ever been debarred as an irresponsible bidder b!
jurisdiction in the State of California?
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Yes no
2. If yes, what wadwere the name(s) of the Owner(s) and what wadwere the per
debarment(s)? Attach additional copies of this page to accommodate more than two debarrn
party debarred
I Owner
period of debarment
party debarred
Owner
I period of debarment
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BY CONTRACTOR:
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Khu vor; &~s-ffJjafl, In c -
(name of Contractor)
1 By: (sign &Ml& here)
ROSWM PKHTARKH~ MRL Secre+c\cy
(print name/title)
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BIDDERS DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
Contractors are required by law to be licensed and regulated by the Contractors' State Licen!
which has jurisdiction to investigate complaints against contractors if a complaint regarding
act or omission is filed within four years of the date of the alleged violation. A complaint reg
latent act or omission pertaining to structural defects must be filed within 10 years of the da
alleged Violation. Any questions concerning a contractor may be referred to the f;
Contractors' State License board, P.O. Box 26000, Sacramento, California 95826.
1. Have you ever had your contractor's license suspended or revoked by the California Cor
State license Board two or more times within an eight year period?
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Yes no
2. Has the suspension or revocation of your contractors license ever been stayed?
vj
Yes no
3. Have any subcontractors that you propose to perform any portion of the Work ever I
contractor's license suspended or revoked by the California Contractors' State license Boai
more times within an eight year period?
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Yes no
4. Has the suspension or revocation of the license of any subcontractor's that you pn
perform any portion of the Work ver been stayed?
Yes no
5. If the answer to either of 1. or 3. above is yes fully identify, in each and every case,
disciplined, the date of and violation that the disciplinary action pertain to, describe the natL
violation and the disciplinary action taken therefor.
(Attach additional sheets if necessary)
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BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
6. If the answer to either of 2. or 4. above is yes fully identify, in each and every case,
who's discipline was stayed, the date of the violation that the disciplinary action pertains to,
the nature of the violation and the condition (if any) upon which the disciplinary action was s
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(Attach additional sheets if necessary)
p BY CONTRACTOR:
K havar; ea ns%rdj' m, S--
name of Contractor) &Md (sign here) -
(print narneltitle)
By:
ROS74rJ\ &Ktt7~~~kf/4VfiiII sewcta.)/
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NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
State of California 1
County of SCL- 9 i efio )
b
) ss.
Rosfaw A klztafkha\lsu; , being first duly sworn, der
(Name of Bidder)
and says that he or she is sk? cb-eSo.r;/
(TNe)
of Khava& Consh-clcfih 0, Lc.
(Name of Firm)
the party making the foregoing bid that the bid is not made in the interest of,' or on behal undisclosed person, partnership, company, association, organization, or corporation; that tt genuine and not collusive or sham; that the bidder has not directly or indirectly induced or
any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, cc
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone sha from bidding; that the bidder has not in any manner, directly or indirectly, sought by agi
communication, or conference with anyone to fix the bid price of the bidder or any other bidc
fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or t(
any advantage against the public body awarding the contract of anyone interested in the F
contract; that all statements contained in the bid are true; and, further, that the bidder has not or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thi
divulged information or data relative thereto, or paid, and will not pay, any fee to any coq
partnership, company association, organization, bid depository, or to any member or agent tt effectuate a collusive or sham bid.
I declare under penalty of perjury that the foregoing is true and correct and that this affid
executed on the \q -/% day of 0 cSo ber- ,1999 .
/22eMJ/ll I Signature of Bidder
Subscribed and sworn to before me on the bfh day of 1 &A ,I
OrnCIAtSEAL AMERICA 6AN MARTIN
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ESCROW AGREEMENT FOR SECURITY
DEPOSITS IN LIEU OF RETENTION (OPTIONAL)
This Escrow Agreement is made and entered into by and between the City of Carlsba
address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "Cif
whose addre
hereinaftei
"Contractor" and whose addr
herei
e
called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as fo
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of C
the contractor has the option to deposit securities with the Escrow Agent as a substitute for
earnings required to be withheld by the City pursuant to the Construction Contract entf
between the City and Contractor for Georgina Cole Library, Contract No.: in the ar
(hereinafter referred to as the "CI
Alternatively, on written request of the contractor, the City shall make payments of the
earnings directly to the escrow agent. When the Contractor deposits the securities as a subs
Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The
Agent shall maintain insurance to cover negligent acts and omissions of the escrow i
connection with the handling of retentions under these sections in an amount not le
$1,000,000 per contract. This insurance is to be placed with insurers that have a rating in BE
Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of ir
by the State of California Insurance Commissioner as admitted carriers as evidenced by a the official publication of the Department of Insurance of the State of California and/or UI
standards specified by the City Council in Resolution No. 91-403. The market value of the s
at the time of the substitution shall be a least equal to the cash amount then required to be
as retention under the terms of the contract between the City and Contractor. Securities shal
in the name of the , and shall designate the Conti
the beneficial owner.
2. The City shall make progress payments to the Contractor for such funds which othetwis
be withheld from progress payments pursuant to the Contract provisions, provided that the
Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the escrow agent, the
agent shall hold them for the benefit of the contractor until such time as the escrow created ur
contract is terminated. The contractor may direct the investment of the payments into securi
terms and conditions of this agreement and the rights and responsibilities of the parties
equally applicable and binding when the City pays the escrow agent directly.
4. The contractor shall be responsible for paying all fees for the expenses incurred by the
Agent in administering the Escrow Account and all expenses of the City. These expenk
payment terms shall be determined by the City, Contractor, and Escrow Agent.
5. The interest earned on the securities or the money market accounts held in escrow
interest earned on that interest shall be for the sole account of Contractor and shall be su
withdrawal by Contractor at any time and from time to time without notice to the City.
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow I
dated
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only by written notice to Escrow Agent accompanied by written authorization from City to th Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contracl
7. The City shall have a right to draw upon the securities in the event of default by the Co
Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrl
shall immediately convert the securities to cash and shall distribute the cash as instructed by
8. Upon receipt of written notification from the City certifying that the Contract is final and
and that the Contractor has complied with all requirements and procedures applicable to the the Escrow Agent shall release to Contractor all securities and interest on deposit less esc
and charges of the Escrow Account. The escrow shall be closed immediately upon disburs all moneys and securities on deposit and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the contractor
to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall holc
Agent harmless from Escrow Agent's release, conversion and disbursement of the secui
interest as set forth above.
10. The names of the persons who are authorized to give written notices or to receive writt
on behalf of the City and on behalf of Contractor in connection with the foregoing, and exei
their respective signatures are as follows:
For City: Title
0
Name
Sign at u re
Address
For Contractor: Title e
Name
Signature
Address
For Escrow Agent: Title
Name
Signature
Address
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrov
a fully executed counterpart of this Agreement.
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IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers c
date first set forth above.
@ For city:
Title
Name
Sign at ure
Address
For Contractor:
Title
Name
Signature
Address
For Escrow Agent:
Title
@ Name
Signature
Address
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CONTRACT a PUBLIC WORKS
This agreement is made this 22nd day of November , 19 99
between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"),
and KHAVARI CONSTRUCTION, INC. whose principal place of business
4550 KEARNY VILLA ROAD #118, SAN DIECO, CA 92123 - .(ht
called "Contractor").
City and Contractor agree as follows:
I. Description of Work. Contractor shall perform all work specified in the Contract dc
for: Georgina Cole Library, Contract No.: 33841, and Contract Documents dated September
(hereinafter called "project")
2.
equipment, and personnel to perform the work specified by the Contract Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notice lnvit
Contractor's Proposal, Bidder's Bond, Bidder's Information Regarding Subcontractors,
Statements of Financial Responsibility, Technical Ability and Experience, Re Debarme
collusion Affidavit, Escrow Agreement, Release Form, the Plans and Specifications, the Conditions, addendum(s) to said Plans and Specifications and General Conditions, and a
amendments and changes made thereto in accordance with this Contract or the PI(
Specifications, and all bonds for the project; all of which are incorporated herein by this refere
Contractor, her/his subcontractors, and materials suppliers shall provide and install the
indicated, specified, and implied by the Contract Documents. Any items of work not indi specified, but which are essential to the completion of the work, shall be provided at the Cor
expense to fulfill the intent of said documents. In all instances through the life of the Cont
City will be the interpreter of the intent of the Contract Documents, and the City's decision re said intent will be final and binding. Failure of the Contractor to apprise subcontractors and r suppliers of this condition of the Contract will not relieve responsibility of compliance.
4. Payment. Refer to the General Conditions for payment procedures.
5. Independent Investigation. Contractor has made an independent investigatior
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progre: work, and is aware of those conditions. The Contract price includes payment for all work thal done by Contractor, whether anticipated or not, in order to overcome underground condition information that may have been furnished to Contractor by City about underground conditions
job conditions is for Contractor's convenience only, and City does not warrant that the conditi as thus indicated. Contractor is satisfied with all job conditions, including underground conditij has not relied on information furnished by City.
6. Hazardous Waste or Other Unusual Conditions. If the contract involves trenches or other excavations that extend deeper than four feet below the surface Contraci
promptly, and before the following conditions are disturbed, notify City, in writing, of any:
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Provisions of Labor and Materials. Contractor shall provide all labor, materia
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A. Hazardous Waste. Material that Contractor believes may be material that is hazardou
as defined in section 251 17 of the Health and Safety Code, that is required to be removed to
I, Class II, or Class Ill disposal site in accordance with provisions of existing law.
B.
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusua
different materially from those ordinarily encountered and generally recognized as inherent in
the character provided for in the contract.
City shall promptly investigate the conditions, and if it finds that the conditions do materially 5
or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or
required for, performance of any part of the work shall issue a change order under the pro
described in this contract.
In the event that a dispute arises between City and Contractor whether the conditions IT
differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of
required for, performance of any part of the work, contractor shall not be excused from any sc
completion date provided for by the contract, but shall proceed with all work to be performe
the contract. Contractor shall retain any and all rights provided either by contract or by lai
pertain to the resolution of disputes and protests between the contracting parties.
7. immigration Reform and Control Act. Contractor certifies it is aware of the requi
of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has c
and will comply with these requirements, including, but not limited to, verifying the eligi
employment of all agents, employees, subcontractors, and consultants that are includec
Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Depar
Industrial Relations has determined the general prevailing rate of per diem wages in accorda
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage
on file in the office of the City Engineer, and is incorporated by reference herein. Pur
California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor s
copies of all applicable prevailing wages on the job site.
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defei
indemnify and hold harmless the City, and its officers and employees, from all claims, loss,
injury and liability of every kind, nature and description, directly or indirectly arising frc
connection with the performance of the Contract or work; or from any failure or alleged 1
Contractor to comply with any applicable law, rules or regulations including those relating
and health; and from any and all claims, loss, damages, injury and liability, howsoever the SI
be caused, resulting directly or indirectly from the nature of the work covered by the Contrac
for loss or damage caused by the sole or active negligence or willful misconduct of the C
expenses of defense include all costs and expenses including attorneys' fees for litigation, ar
or other dispute resolution method.
Contractor shall also defend and indemnify the City against any challenges to the awar
contract to Contractor, and Contractor will pay all costs, including defense costs for the City.
costs include the cost of separate counsel for City, if City requests separate counsel.
10.
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Differing Conditions. Subsurface or latent physical conditions at the site differing fro1
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Insurance. Contractor shall procure and maintain for the duration of the contract ir e
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against claims for injuries to persons or damage to property which may,arise from or in coni
with the performance of the work hereunder by the Contractor, his or her agents, represen'
employees or subcontractors. Said insurance shall meet the City's policy for insurance as st
Resolution No. 91-403.
(A) Coverages and Limits Contractor shall maintain the types of coverages and minimur
indicted herein:
a. Comprehensive General Liability Insurance: $1,000,000 combined single limit per oca
and $ 1,000,000 general aggregate, for bodily injury and property damage. If the policy
aggregate limit, a separate aggregate in the amounts specified shall be established for the r
.which the City, or its-agents, officers,-or employees are additional insured.
b.
C.
d.
8.
il)
.
Products - Completed Operations Aggregate: $1,000,000
Personal and Advertising Injury: $1,000,000
General Aggregate - Not applicable to Comprehensive Form: $ 1,000,000
Automobile Liability Insurance: $ l,OOO,OOO combined single limit per accident for bodi
and property damage. In addition, the auto policy must cover any vehicle used
performance of the contract, used onsite, or offsite, whether owned, non-owned or hir
whether scheduled or non-scheduled. The auto insurance certificate must state the COV~ for "any auto" and cannot be limited in any manner.
f. Workers' Compensation and Employers' Liability Insurance: Workers' compensatic
as required by the Labor Code of the State of California and Employers' Liability I
$1,000,000 per incident. Workers' compensation offered by the State Compensation In
Fund is acceptable to the City.
(B) Additional Provisions. Contractor shall ensure that the policies of insurance required UI
agreement contain, or are endorsed to contain, the following provisions. General Liability, EK
Liability and Automobile Liability Coverages:
a. The City, its officials, employees, and volunteers are to be covered as additional ins
respects: liability arising out of activities performed by or on behalf of the Contractor;
and completed operations of the contractor; premises owned, leased, hired or borrowe
contractor. The coverage shall contain no special limitations on the scope of protection
to the City, its officials, employees, or volunteers. All additional insured endorsements
evidenced using separate documents attached to the certificate of insurance; one
company affording general liability, employers' liability and auto liability coverage.
The Contractor's insurance coverage shall be primary insurance as respects the City, its
employees, and volunteers. Any insurance or self-insurance maintained by the City, its
emplOy@eS, or volunteers shall be in excess of the contractor's insurance and shall not e with it.
Any failure to comply with reporting provisions of the policies shall not affect coverage
to the City, its officials, employees, or volunteers.
Coverage shall state that the contractor's insurance shall apply separately to eact
against whom claim is made or suit is brought, except with respect to the limits of the
liability.
b.
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(C) "Claims Made" Policies. If the insurance is provided on a "claims made" basis, cove1
be maintained for a period of three years following the date of completion of the work.
(D) Notice Of Cancellation. Each insurance policy required by this agreement shall be en state that coverage shall not be non-renewed, suspended, voided, canceled, or reduced in or limits except after thirty (30) days' prior written notice has been given to the City by cert
return receipt requested.
(E) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or se
retention levels must be declared to and approved by the City. At the option of the City, insurer shall reduce or eliminate such deductibles or self-insured retention levels as respect: its -officials, Construction Manager, and- employees;. ,or- the - Gontractor -shall . procure guaranteeing payment of losses and related investigation, claim administration and expenses.
(F) Waiver of Subrogation. All policies of insurance required under this agreement shall waiver of all rights of subrogation the insurer may have or may acquire against the City, or
officials or employees.
(G) Subcontractors. Contractor shall include all subcontractors as insured under its policie furnish separate certificates and endorsements for each subcontractor. Cover: subcontractors shall be subject to all of the requirements stated herein.
(H) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the bu insurance by the State of California Insurance Commissioner as admitted carriers as evider
listing in the official publication of the Department of Insurance of the State of- California and
the standards specified by the City Council in Resolution No. 91-403.
[I) Verification of Coverage. Contractor shall furnish the City with certificates of insur, original endorsements affecting coverage required by this clause. The certificates and endo
for each insurance policy are to be signed by a person authorized by that insurer to bind cob
its behalf. The certificates and endorsements are to be in forms approved by the City and received and approved by the City before the Contract is executed by the City.
(J) Cost Of Insurance. The Cost of all insurance required under this agreement shall be in the Contractor's bid.
11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be re! accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, A (commencing with section 201 04) which are incorporated by reference. The contractor shz
submit all claims over $375,000 to the City using the informal dispute resolution process des Public Contract Code subsections 201 04.2(a), (c), (d). Notwithstanding the provisions of thi of the contract, all claims shall comply with the Government Tort Claim Act (section 900 el the California Government Code) for any claim or cause of action for money or damages pric any lawsuit for breach of this agreement.
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to
must be asserted as part of the contract process as set forth in this agreement and not in an of litigation or in conjunction with litigation.
(B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, i considered fraud and the Contractor may be subject to criminal prosecution.
0
0
I)
*. f8 06/07/99 Contract No.: 33841 Page 29 of 35
(C) Government Code. Contractor acknowledges that California Government Code sectio et seq., the False Claims Act, provides for civil penalties where a person knowingly submi
claim to a public entity. These provisions include false claims made with deliberate ignorar false information or in reckless disregard of the truth or falsity of the information.
(D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to
Claims Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a fa
may subject the Contractor to an administrative debarment proceeding wherein the Contra
-be prevented from further bidding-om public contractsfor a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections :
3.32.026, 3.32.027, and 3.32.028 pertaining to false claims are incorporated herein by referei
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that deba
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subc
from participating in future contract bidding.
I have read and understand all provisions of Section 11 above.
42. Maintenance of Records. Contractor shall maintain and make available at no co
City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1,
of the Labor Code. If the Contractor does not maintain the records at Contractor's principal
business as specified above, Contractor shall so inform the City by certified letter accompai
return of this Contract. Contractor shall notify the City by certified mail of any change of ac
@
X.A.
@ such records.
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with sed
of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier's check, or certified check may be sub
for any monies withheld by the City to secure performance of this contract for any c
established by this contract. Any other security that is mutually agreed to by the Contractor
City may be substituted for monies withheld to ensure performance under this Contract.
"1. Provisions Required by Law Deemed Inserted. Each and every provision of
clause required by law to be inserted in this Contract shall be deemed to be inserted he included herein, and if, through mistake or otherwise, any such provision is not inserted, I correctly inserted, then upon application of either party, the Contract shall forthwith be p amended to make such insertion or correction.
16. Additional Provisions. Any additional provisions of this agreement are set fort
"General Conditions" attached hereto and made a part hereof.
*
em ks 06/07/99 Contract No.: 33841 Page 30 of 35
NOTAFUAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE AT1 e
(CORPORATE SEAL)
RLSBAD a m
CONTRACTOR:
Khavarl' GQ&dcf;ofi, L'nc.
ATTEST: Ra ?iw 8 Kff7~RlS/-d.tI $9 g J Vice ?!e5 .
14 Ah*%
-4ty Lorraine Cgrk M. Wood, Deputy City C
Mehrclbon Akhtw-kbv& Prer iL, 3
(print name and title)
President or vice-president and secretary or assistant secretary must sign for corporation2
one officer signs, the corporation must attach a resolution certified by the secretary or i
secretary under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
0
RONALD R. BALL
City Attorney
By:
JAN
Assi
e
e- %# 06/07/99 Contract No.: 33841 Page31 of35
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
California
COUnIy of San Diego
before me, America San Martin, Notary Public
%E NAME. ;ire CF OF-CE~. E G . -SNE XE. vc;mY JL'SLC-
personally appeared RoSTAM AKHTARKHAVARI BND MEHRBBON BKHTBRKHBvBRI
NAME(5) CF SIGNES(5)
@! Personally kmwn to me - OR - m proved to me on the basis of satisfactory wid
to be the person(@ whose name@) is
subscribed to the within instrument anc
knowledged to me that he- exec
the same in his7 authori
capacity-), and that by hisi%WR
signature@) on the instrument the persor
or the entity upon behalf of which
person(9) acted, executed the instrum
Thougn :he datz below is not recuired by law, it may prove vtiuade to persons relying cn the document 2nd cculd pr
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF A?lACHED DOCUMEI
c] COfiPORATE OFFICE3
TITLE OR TYPE OF CCCUMENT m(S;
ATTORNEY-IN-FACT NLJMEE~ OF ,?AGES
0 GUAilDIAN/CONS' cRVATOR
GATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME o: ~Z~SCNIS) oa EWN(IES)
SIGNES(S) OPE? TnAN ILA>YIE~ i4,60VE
01993 NATIONAL NOTAAV ASSCCIA;:ON - 8236 Renrne! Ave . P 0 30x ii 8-i - Canoga 'ark. 'CA s
BOND NO. S-800-0783
LABOR AND MATERIALS BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by R
No. 99-477 adopted NOVEMBER 2, 1999 , has aw
(hereinafter designated as the "Principal"), a Contract for: Georgina Cole Library, Contract No.: 33841
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other
Documents now on file in the Office of the City Clerk of the'City of Carlsbad and all of t incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms there( the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail t
any materials, provisions, provender or other supplies or teams used in, upon or a performance of the work agreed to be done, or for any work or labor done thereon of any Surety on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE, KHAVARl CONSTRUCTION, INC.
as Principal, (hereinafter designated as the "Contractor"), and I~S~JRANCE CO&fPAlil'Y
as Surety, are held firmly bound unto the City of Carlsbad in the sum of TWO HUNDREI
NINETEEN THOUSAND THREE HUNDRED EIGHTY ONE AND NOIOO-------[
e
KHAVARI CONSTRUCTION, INC.
WBHINGTON INTERNATION
($ 219,381 ), said sum being one hundred percent (100%) of the estimated
payable by the City of Carlsbad under the terms of the Contract, for which payment well an(
be made we bind ourselves, our heirs, executors and administrators, successors, or assign and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person or hidher subcontractc
pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or a
performance of the work contracted to be done, or for any other work or labor thereon of an)
for amounts due under the Unemployment Insurance Code with respect to such work or lab1
any amounts required to be deducted, withheld, and paid over to the Employment Devc
Department from the wages of employees of the contractor and subcontractors pursuant tc
13020 of the Unemployment Insurance Code with respect to such work and labor that the Si
pay for the same, not to exceed the sum specified in the bond, and, also, in case suit is broul the bond, costs and reasonable expenses and fees, including reasonable attorney's fees, to
by the court, as required by the provisions of section 3248 of the California Civil Code.
This bond shall inure to the benefit of any and all persons, companies anti corporations entitlc claims under Title 15 of Part 4 of Division 3 of the Civil Code (commencing with section 3082)
Surety stipulates and agrees that no change, extension of time, alteration or addition to the 4
the Contract, or to the work to be performed thereunder or the specifications accompanying tt shall affect its obligations on this bond, and it does hereby waive notice of any change, exte
time, alterations or addition to the terms of the contract or to the work or to the specifications.
In the event that Contractor is an individual, it is agreed that the death of any such Contrac
not exonerate the Surety from its obligations under this bond.
e- s# 06/07/99 Contract No.: 33841 Page 32 of 35
0
@
Executed by CONTRACTOR this 9 #A Executed by SURETY this 9th a day of do ft w) be< ,1999 . of NOVEMBER 1
CONTRACTOR: S U RETY :
K ha~aci & n sh ch LMI, T 4 t. WASHINGTON INTERNATIONAL INSUR
300 PBRK BOULEVARD, SUITE 500 ITASCA. IL 60143-2625
(name of Surety)
‘ (sign here) . (address of-Surety)
RosTW hKtJThRKIiflVfi&F (630) 227-4700
/(telephone number of Screty .
/!
A (print name here)
// Vice Preridh-t K LWi &r+. thC By: / P I
i ti-G 3&AL ;, A’ 7 +:z77>
(signature of Attorney-if:-fac
B
CHRISTINE A. PATERSON
(printed name of Attorney-in-F: MeC17trboQ Akht&hs\rccr;
(print name here) (attach corporate resolution showing
power of attorney) ?resideA Khfimr; Cansf. LL.
(title and organization of signatory) o (Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attache
(President or vice-president and secretary or assistant secretary must sign for corporation
one officer signs, the corporation must attach a resolution certified by the secretary or
secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
a
4- E# 06/07/99 Contract No.: 33841 Page 33 of 35
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
County of San Diego
before me, America San Martin, Notary Public
DATE NAME, TITLE OF OFFICER E G "JANE DOE NOTARY PUBLIC"
personally appeared Christine A. PaZerson
NAME(S) OF SIGNER@) w personally known to me - OR - 0 proved to me on the basis of satisfactory evidi
to be the person@) whose name(x) is
subscribed to the within instrument anc
knowledged to me that%WsheAlfmpexec
the same in xhXi%/her/m author
capacity-, and that by Z@dher/rl
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
TITLE OR TYPE OF DOCUMENT TITLE@)
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON@) OR ENTfY(IES)
SIGNER(S) OTHER THAN NAMED ABO\
/ 01 993 NATIONAL NOTARY ASSOCIATION 8236 Remmet Ave , P 0 Box 71 84 Canoga Park,
CALJFORNJA ALL-PURPOSE ACKNOWLEDGMENT
California
Countyof Sa Diego
before me, America San Martin, Notary Public
CITE NAME. TITE CF CF=CS?. E G.. -.WE ~CE. wTxw =USLC-
personally appeared RDSTAM AKETARKHAVARI AND MEHRBBON -VAR.I
NAMQSI CF SIGNEW)
@ personalty known to me - OR - proved to me on the basis of satisfactory evidc
to be the person(@ whose name@) is
subscribed to the wirhin instrument and
the same in his- authori
capacity=), and that by his-
signature(%) on the instrument the persor
or the entity upon behalf of which
person@) acted, executed the instrum
Thougn the data below 6 not recuired by law, it may prove vaiuacle to persons relying cn the document and COU~~ pr
fraudulent reattachment of this form.
CAPACITY CLAlMED BY SIGNER DESCRIPTION OF ArACHED DOCUME
CORPORATE OFFICE3
-I--. r I I I LE OR TYPE OF CCCUMENT rn(3
NUMEE? OF ?AGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF tSSSCN(S) OR EYTIN(IES1
SiGNER(S) OT"E3 TdAN NAME3 ASOVE
01993 NATIONAL NOTAF~V ASSCCIATION - am Rennet AVP . P c 3ax 7ie' - Canoga ?ark. CA
WASHINGTON INTERNA TIONAL INSURANCE COMPANY
POWER OFATTORNEY
KNOW ALL BY THESE PRESENTS: That :he Washington International Insurance Company, a corporation organized and E
of the State of Arizona, and having its principal office in the Village of itasca. Illinois does hereby consMute and appoint
JEROLD D. HALL, SANDRA J. LITTLE, CHRIS A. LYDICK, LETIClA SAN MARTINl
€4 CH IN THEIR SEPARATE CAPAClTY
CHRISTINEA. PAT€RSON, VALERIE hi. PEARCE, BART B. STeWARTAND J.T. WARNOCK * -.
its We and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertal contracts of indemnrty and other writings obligatory in the nature thereof, which are or may be allowed, required, or perrnkec
regulation, Contract or OtheWe, and the execution of such instrumen@) in pursuance of these presents, shall be as binding upon international Insurance Company as fully and amply, to all intents and purposes, as if the same has been duly executed and President and its principal office.
This Power of Attorney shall be limited in amount to $5,500.000.00 for any single objigkm.
This Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, July 3, 1980 and October 21, 1986 which read, in parf as follows:
1.
,.
The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may desisnate Ai authorize them to execute on behaif of the Company, and attach the Seal of the Company thereto, bonds, and undertak contracts of indemnity and other Mngs obiigatcry in the nature thereof, and to appoint Special Attorneys-in-Fad, who ai
to certify copies of any powerdattorney issued in pursuant to this section andor any of the By-Laws of the Company, ai, time, any sucbdttorneyin-fact or Special Attorney-in-Fact and revoke the authorQ given him.
The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secreta0
seal ofthe Company, may be amved to any Power of Attorney, certificate, bond or undertaking relating thereto, .by facsimili ofAttomey, certificate bond of undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary COUT: be valid aQd!R@,gfl9 upon the Company.
IN TESTIM~~~~ERE~~~~~ashin~on International Insurance Company has caused this instrument to be signed and its c affixed b&&th'or&ed officbr,%@Zth day
2.
<,.\.it. *.
c - . /?.?.& .<e ..9s &- - . r.1 s
=, s.... c.JtJ,.;+L.+ ..-s.g
,,\ - ., s.T f yi.3 I '.*)'!#/
. 5.5
ATONAL INSURANCE COMPANY
2 M: = c1 : .- *+.e f 2: C'r; 6 .> . : r- e')= - --.
--. c - -37, 4;: ' . s=
.a*=? 2' s--
5 .: \ 2- .+ 3 7 .-. ...... .-. *- . -25
'x,,,,: E j p b; :.i ,A .,,<?''
STATE 0 F ILLlkXS) f~l:~"""
COUNN OF DUPAGE)
On *is 12th day of May. 1898, before me came the individual wh6executed the preceding instrument, to me personalv known, arid, sworn, said that he is the therein described and authorized offcer of the Washington International Insurance Company; that the 1 instrument is the Corporate Seal of said Company;
year rint above wiYEen.
STATE OF ILLINOIS)
COUNM OF DUPAGE)
I, the undersigned, WcePresident of WASHINGTON INTERNATIONAL iNSUFiANCE COMPANY, an ARIZONA Corporation, Dc HE that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Afi
of the By-Laws of the Corporation, and the Resolution of the Board of Directors, set foch in the Power of Attorney, are flow in fcc
Signed and sealed in the County of Dupage. Dated the 9th day of NOVEMBER ,1999 .
.Y Jdesd. Carper& Vice-President
0
BOND NO. S-800-0783
FAITHFUL PERFORMANCENVARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by F
NOVEMBER 2, 1999 , has aw NO. 99-477 , adopted
KHAVARI CONSTRUCTION, INC. , (here
e
designated as the "Principal"), a Contract for: Georgina Cole Library, Contract No.: 33841.
in the City of Carlsbad, in strict conformity with the contract, the drawings and specificat
other Contract Documents now on file in the Office of the City Clerk of the City of Carlst
which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms there
the furnishing of a bond for the faithful performance and warranty of said Contract;
NOW, THEREFORE, WE, KHAVARl CONSTRUCTION, INC. , as Pr
(hereinafter designated as the "Contractor"), and WASHINGTON INTERNATIONAL INSURA
, as Surety, are held and firmly bound unto the City of C(
in the sum of TWO HUNDRED NINETEEN THOUSAND THREE HUNDRED El(
), said sum bein! ONE AND NO/OO-------------------- Dollars ($ 21 9,381
one hundred percent (100%) of the estimated amount of the Contract, to be paid to City or
attorney, its successors and assigns; for which payment, well and truly to be made,
ourselves, our heirs, executors and administrators, successors or assigns, jointly and sever
by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, tl
executors, administrators, successors or assigns, shall in all things stand to and abide by
and truly keep and perform the covenants, conditions, and agreements in the Contract
alteration thereof made as therein provided on their part, to be kept and performed at the til
the manner therein specified, and in all respects according to their true intent and meaning,
indemnify and save harmless the City of Carlsbad, its officers, employees and agents, :
stipulated, then this obligation shall become null and void; otherwise it shall remain in full
effect.
As a part of the obligation secured hereby and in addition to the face amount specified then
shall be included costs and reasonable expenses and fees, including reasonable attorn
incurred by the City in successfully enforcing such obligation, all to be taxed as costs and ir
any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to tht
the Contract, or to the work to be performed thereunder or the specifications accompanying
shall affect its obligations on this bond, and it does hereby waive notice of any change, ex
time, alterations or addition to the terms of the contract or to the work or to the specification!
In the event that Contractor is an individual, it is agreed that the death of any such Contr:
not exonerate the Surety from its obligations under this bond.
0
0
4- ks 06/07/99 Contract No.: 33841 Page 34 of 35
Executed by CONTRACTOR this 4 -fh day of Executed by SURETY this 9th
dodembei ,199. NOVEMBFX ,19%
e
CONTRACTOR: SURETY:
C(haVaA (%n~'tr~Si~fi, l'.\c* WASHINGTON IN"ATI0NA.L INSURANC
(name of Surety)
300 PARK BOULEVARD, SUITE 500 By: SAN DIEGO, CA 60143-2625
(sign here) (address of Surety)
Ro5 TAM fiW ThKKH#)-dA RJ (630) 227-4700
(print name here)
&Gc h&S i d&v'i{ /<kbdaii cdn)t.lnc. By:
(Title and Organization of Signatory)
CHRISTINE A. PATERSON
(printed name of Attorney-in-Fact)
By:
I (sign here)
(Attach corporate resolution showing
power of attorney.)
@ dekbon AkU-&kaVof;
(print name here)
P.e-Jidd k!Lo&, ad. DL.
(Title and Organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attache
(President or vice-president and secretary or assistant secretary must sign for corporations.
officer signs, the corporation must attach a resolution certified by the secretary or assistar
under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
JANE
Assist
e
em tS 06/07/99 Contract No.: 33841 Page 35 of 35
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
County of Sari Diego
before me, America San Martin, Notary Public
DATE NAME, TITLE OF OFFICER - E GI "JANE DOE, NOTARY PUBLIC"
personally appeared Christine A. Paterson
NAME(S) OF SIGNER(S)
personally known to me - OR - c] proved to me on the basis of satisfactory evidl
to be the person(%) whose name@) is
subscribed to the within instrument anc
knowledged to me that8xWshemexec
the same in XBiWher/m author
capacity@xsf$, and that by SisYherA
signature(@ on the instrument the perso
or the entity upon behalf of which
person(S) 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 I
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUM
[7 CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT TITLE(S)
0 ATTORNEY-IN-FACT NUMBER OF PAGES
0 GUARDIAN/CONSERVATOR
DATE OF DOCUMENT
SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES)
SIGNER(S) OTHER THAN NAMED ABOL
d
01 993 NATIONAL NOTARY ASSOCIATION - 8236 Rernmet Ave , P 0 Box 71 84 * Canoga Park.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
California
County of Sa Diego
before me, America San Martin, Notary Public
CAE NAME 77-G CF OF'ICEq. E G . '&NE 3CE. VOTARY "JSLC'
RosTAM AKEITAl3KEIAVAR.I AND MEERABON -VARI
I NAME(S1 CF SIGNE9(S)
personally appeared
g personally known to me - OR - c1 proved to me on the basis of satisfactory evidt
to be the person(x) whose name@) is
subscribed to the within instrument and
knowledged to me that heL&aZbqX exec
the same in his- author!
capacity@ZS), and that by hisB?4WV
signature(x) on the instrument the persor
or the entity upon behalf of which
person(9) acted, executed the instrum
Thougn the data below is not required by law, it nay prove vaiuzde to persons ralyrng cn :he cccument and c~uld pr fraudulent rezttachment or this form.
DESCRIPTION OF ATTACHED DOCUME CAPACITY CLAIMED BY SIGNER
CORPORATE OFFICE8
TITLE OP N3E OF CCCUMENT m(S1 -
NUMBEZ OF ?AGE'S
DATE OF OOCiihlENT
SIGNER IS REPRESENTING:
NAME OF ?C?SCN(S) OR EY;ITV(IE3)
SIGNE.?(S) OT~~E? TrAN i\rAMED ASOVE
(~7592 ,vATIONaL NCTAAV ASSOCIA-ION - 8236 Remmer AVP . P o 3ox iie' * ~anoga ?arX. CA
WASHINGTON INTERNA TIONAL INSURANCE COMPANY
POWER OF A TTORNEY
KNOW ALL BY THESE PRESENTS: That the Washingon International lnsurance Company, a corporation organized and E of the State of Arizona, and having its principal offce in the Village of ltasca, Illinois does hereby constitute and appoint
JEROLD D. HALL, SANDRA .I. UTE, CHRIS A. LYDICK, LETICIA SAN MARTIN,
EACH IN THEIR SEPARA TE CAPACm
CHRISTINE A. PATERSON, VALERIE hi. PEARCE, BARTB. STEWARTAND J.T. WARNOCK 8 -.
is me and lawful attorney(s)4n-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds an? undertai contracts of indemndy and Other wriiiws obligatory in the nature thereof, which are or may be allowed, required, or perrnittec regulation. contract or Othervise, and the execution of suc!! instrument(s) in pursuance of these presents, shall be as binding upon international Insurance Company as fuib and amply, to all intents and purposes, as if the same has been duty executed and President and its principal office.
This Power of Attorney shall be limited in amount to $5,500,000.00 for any single objig&on.
This Power of Attorney is issued pursuant to authonty granted by the resolutions of the Board of Directors adopted March 22. ' Juiy 3, 1980 and October 27, 1986 which read, in pa& as follows:
1. The Chairman of the Board, Presidint Vice President, Assistant Secretary, Treasurer and Secretary may designate At authorke them to execute on behatfuf the Company, and attach the Seal of the Company thereto, bonds, and undertaki contraacts of indemnw and other writings ob6gatot-y in the nature thereof, and to appoint Special Attorneys-in-Fact, who ar
to cerWy copies of any power-of-attorney issued in pursuant to this section and/or any of the By-Laws of the Company, an time, any such4ttorney-h-Fact or Special Attorney-in-Fact and revoke the authority given him.
The signatures of the Chairman of tfre Board, the President, Vice President Assistant Secretary, Treasurer and Secretary
seal of the Company, may be med to any Power of Attorney, certificate, bond or undertaking relating thereto, .by facsimilt ofAttorney, cert3cate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary COUR
,I
2.
ment to be signed and 2s c'
ATONAL INSURANCE COMPANY
COUNTY OF DUPAGE)
On atis 12h day of May, 1998, before me came the hdiMdual who'executed ~e preceding instrument, to me personal(y kncwn, and, sworn, said that he is the therein described and authorized officer of the Washington International Insurance Company; that ;he S instrument is the Corporate Seal of said Company;
IN T R€SFWW&-to set my hand and affixed my Official Seal, the day and year first above wrRten.
I! fi-
kt2f/ .",.Mk SLXe of I:linois t2 Eri&?!?hnso!?N
WlAL SEAL" 8 EiilCAXJCHNSON e
@jh* &kS IO'i5.Tf ?;
f
c ~~~~.0.~~~~,0.~~~~~-~~ My Commission Exp
STATE OF ILLINOIS) COUNN OF DUPAGE)
1. the undersigned, Wee-President of WASHINGTON INTERNATiONAL INSURANCE COMPANY, an ARIZONA Corporacon, 00 HEi
that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthmme that A.-5
of the By-Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, sre XIW in 51rc.l
Signed and sealed in the County of Dupage. Dated the 9th day of NOVEMBER ,2999 .
: . Jdesd. Carper&, Vice-President @
-
General Conditions of the Contract for Constructic
AIA Document A201 - 1997
1997 Edition - Electronic Format
a
This Qaunent ha8 - legal omscquc1~xs. Carsultation with an attorney ia encouraged with rcspedto its completion ormdifrCatioa AWE THIS ELECTRONICALLY DUFED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401.
This document has been approvc.cl and endorsed by The Associated Gmaal contraaas ofAmerica.
Copyright 1911, 1915, 1918, 1925, 1937, 1951. 1958, 1961, 1963, 1966. 1967, 1970. 1976. 1987,01997 by The American Institute of ArMects
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TABLE OF ARTICLES
1. GENERAL PROVISIONS
2. OWNER
3. CONTRACTOR
4. ADMINISTRATION OF THE CONTRACT
5. suBcoNTRAcrroRs
6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
7. CHANGES IN THE WORK
8. TIME
9. PAYMENTS AND COMPLETION
10. PROTECTION OF PERSONS AND PROPERTY
11. INSURANCE AND BONDS
12. UNCOVERING AND CORRECTION OF WORK
13. MISCELLANEOUS PROVISIONS
14. TERMINATION OR SUSPENSION OF THE CONTRACT
@
AIA DOCUMENT A2OlGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA -COPYRIGHT 1997 - 1 NSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE N.W., WASHINGTON. D.C. 20006-5292. WARNING Unlicarwd photooopl
copyright laws and will subject the violator to legal prosecution This document was electronically pfod~ced with permission of the MA and can be n violation until the date of expiration as noted below. Electronic Form
User Document: 97A201.CON - 8/10/1999. AIA License Number 100696, which expires on lO/l/l
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INDEX
Acceptance of Nonconforming Work 3.1.3,4.2,4.3.4,4.4, 9.4, 9.5
Acceptance of Work 2.4,3.1.3, 3.5.1,3.10.2,4.2.7
Architect's Administration of the Contract
9.6.6,9.9.3,12.3 Architect's Approvals
9.6.6,9.8.2,9.9.3,9.10.1, 9.10.3, 12.3 Architect's Authority to Reject Work
3.5.1.4.2.6. 12.1.2, 12.2.1
Architect's Copyright 3.1 6,6.2.1, 12.1
4.2.3, 10 Architect's Decisions
3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.8, 4.4.1, 8.3.1, 9.5.1,
10.2.5, 13.4.2, 13.7, 14.1
Addenda Architect's Inspections
1.1.1,3.11
Additional Costs, Claims for Architect's Instructions
4.3.4,4.3.5,4.3.6,6.1.1, 10.3
Additional Inspections and Testing Architect's Interpretations
Additional Time, Claims for Architect's Project Representative
4.3.4,4.3.7, 8.3.2 4.2.10
ADMINISTRATION OF THE CONTRACT Architect's Relationship with Contractor
3.1.3,4, 9.4,9.5 1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1
Advertisement or Invitation to Bid 3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.
1.1.1 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4
Aesthetic Effect 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13
4.2.13,4.5.1 Architect's Relationship with Subcontractors
Allowances 1.1.2,4.2.3,4.2.4,4.2.6, 9.6.3.9.6.4, 11.4.7
3.8 Architect's Representations
All-risk Insurance 9.4.2, 9.5.1, 9.10.1
1 1.4.1.1 Architect's Site Visits
Access to Work
Accident Prevention 1.6
Acts and Omissions 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.3.4,4.4.
4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4
9.9.1, 13.5.2, 14.2.2, 14.2.4
4.2.2, 4.2.9,4.3.4, 9.4.2, 9.8.3, 9.9.2, 9.10.1,
3.2.3, 3.3.1, 4.2.6,4.2.7, 4.2.8,7.4.1, 12.1, 1
9.8.3, 12.2.1, 13.5 4.2.11,4.2.12,4.3.6 c- -
0 Applications for Payment 4.2.2,4.2.5,4.2.9,4.3.4, 9.4.2, 9.5.1,9.9.2, !
4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5, 9.10, 11.1.3, 14.2.4, 14.4.3 10.3.1
Approvals Attorneys' Fees
2.4, 3.1.3, 3.5,3.10.2,3.12,4.2.7, 9.3.2, 13.4.2, 13.5 Arbitration Award of Separate Contracts
4.3.3,4.4,4.5.1,4.5.2,4.6, 8.3.1, 9.7.1, 11.4.9, 11.4.10
Architect 4.1 Work
Architect, Definition of 5.2
4.1.1 Basic Definitions
Asbestos
3.18.1, 9.10.2, 10.3.3
6.1.1,6.1.2
Award of Subcontracts and Other Contracts for '
Architect, Extent of Authority 1.1
2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3.6, 7.49.2, Bidding Requirements
9.3.1, 9.4, 9.5, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1,
133.2, 14.2.2, 14.2.4
1.1.1, 1.1.7,5.2.1, 11.5.1
Boiler and Machinery Insurance
11.4.2
2.1.1, 3.3.3, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, Bonds,Lien 9.10.2
Bonds, Performance, and Payment
7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5
Building Permit
3.7.1
Capitalization
Architect, Limitations of Authority and Responsibility
4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 4.4, 5.2.1, 7.4,
9.4.2, 9.6.4, 9.6.6
2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4
Architect's Additional Services and Expenses
AIA DOCUMENT A201GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA- COPYRIGHT 1997. INSTITUTE OF ARCHITECTS, 1735 NEW YON AVENUE N.W.. WASHINGTON. D.C. 20006-5292 WARNING: Unlkcnscd ph~
copyright laws and will subject the violator to le@ pmwMiar This document was clcctroniully piodud with permission of the AIA and can be
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1.3
9.8.3, 9.8.4,9.8.5 Compliance with Laws
4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1,
9.10.3, 13.7, 14.1.1.3, 14.2.4
4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.1
12.2, 13.7
1.6.1, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1,
4.6.6, 9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4, 1
13.6, 14.1.1, 14.2.1.3
Certificate of Substantial Completion
Certificates for Payment
Certificates of Inspection, Testing or Approval
Certificates of Insurance
Change Orders Consent, Written
Concealed or Unknown Conditions
Conditions of the Contract
a
13.5.4 4.3.4, 8.3.1, 10.3
9.10.2, 11.1.3 1.1.1, 1.1.7,6.1.1,6.1.4
1.1.1, 2.4.1, 3.4.2, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 4.3.4, 1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4,
4.3.9, 5.2.3, 7.1, 7.2, 7.3, 8.3.1, 9.3.1.1, 9.10.3, 11.4.1.2,
11.4.4, 11.4.9, 12.1.2 CONSTRUCTION BY OWNER OR BY
Change Orders, Definition of CONTRACTORS
7.2.1 1.1.4, 6
CHANGES IN THE WORK
Claim, Definition of
Claims and Disputes
9.9.1, 9.10.2.9.10.3, 11.4.1, 13.2, 13.4.2
Construction Change Directive, Definition of
Construction Change Directi\es
Construction Schedules, Contractor’s
3.11,4.2.8,7, 8.3.1, 9.3.1.1, 11.4.9 7.3.1 b-
4.3.1 1.1.1,3.12.8,4.2.8,4.3.9,7.1,7.3, 9.3.1.1
3.2.3, 4.3, 4.4, 4.5, 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3, 9.10.4, 1.4.1.2, 3.10, 3.12.1,3.12.2,4.3.7.2,6.1.3
10.3.3 Contingent Assignment of Subcontracts
5.4, 14.2.2.2
4.6.5 Continuing Contract Performance
3.2.3,4.3.4,4.3.5,4.3.6,6.1.1,7.3.8, 10.3.2 Contract, Definition of
3.2.3,4.3.4,4.3.7,6.1.1,8.3.2, 10.3.2
Claims and Timely Assertion of Claims
Claims for Additional Cost 4.3.3
Claims for Additional Time 1.1.2
Claims for Concealed or Unknown Conditions
Claims for Damages
CONTRACT, TERMINATION OR SUSPENSIOh
5.4.1.1, 11.4.9,14
Contract Administration
3.1.3, 4, 9.4, 9.5
Contract Award and Execution, Conditions Relatin
3.7.1, 3.10, 5.2,6.1, 11.1.3, 11.4.6, 11.5.1
Contract Documents, The
Contract Documents, Copies Furnished and Use of
Contract Documents, Definition of
Contract Sum
0 4.3.4
3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1. 9.6.7, 10.3.3, 11.1.1,
11.4.5, 11.4.7, 14.1.3, 14.2.4
4.4.1.4.5.1.4.6.1 1.1, 1.2
3.16, 6.3 1.6, 2.2.5, 5.3
13.7 1.1.1
Claims Subject to Arbitration
Cleaning Up
Commencement of Statutory Limitation Period
Commencement of the Work, Conditions Relating to
2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5, 5.2.1, 5.2.3, 3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7.r
6.2.2,8.1.2,8.2.2,8.3.1, 11.1, 11.4.1, 11.4.6, 11.5.1 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2.4, 14.3
8.1.2 9.1
3.9.1,4.2.4
1.6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1,
Commencement of the Work, Definition of
Communications Facilitating Contract Administration
Completion, Conditions Relating to
Contract Sum, Definition of
Contract Time
4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1.3, 7.3, 7.4, 8.1
9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2
ContractTime,Definitionof
9.10, 12.2, 13.7, 14.1.2 8.1.1
9 3
COMPLETION, PAYMENTS AND CONTRACTOR
Completion, Substantial Contractor, Definition of
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3.1.6.1.2
1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3
2.4, 3.2.3, 3.7.4, 3.8.2, 3.15.2, 4.3, 5.4.2,
7.3.3.3. 7.3.6, 7.3.7, 7.3.8. 9.10.2, 10.3.2, 10.
12.1, 12.2.1, 12.2.4, 13.5, 14 Contractor's Construction Schedules a Contractor's Employees Cutting and Patching
Damage to Construction of Owner or Separate Con
Contractor's Liability Insurance 3.14.2, 6.2.4, 9.2.1.5, 10.2.1.2, 10.2.5, 10.6
Contractor's Relationship with Separate Contractors and Damage to the Work
Owner's Forces Damages, Claims for
Contractor's Relationship with Subcontractors
3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 6.2.5,3.14
11.1.1, 11.4.7, 14.1, 14.2.1.1,
11.1 12.2.4
3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.;
3.2.3, 3.18,4.3.10,6.1.1,8.3.3,9.5.1,9.6.7, 1
11.4.5, 11.4.7, 14.1.3, 14.2.4
Contractor's Relationship with the Architect 6.1.1,8.3.3,9.5.1.6, 9.7, 10.3.2
1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1.
3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 4.3.4, 8.1.2
4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, .5, 9.7, 9.8, 9.9, 10.2.6, lK3, 11.3, 11.4.7, 12, 13.4.2, 13.5 8.1.3
1.5.2, 3.5.1,3.12.6,6.2.2, 8.2.1, 9.3.3.9.8.2 8.1.4
3.3.2,3.18,4.2.3,4.3.8,5.3.1,6.1.3,6.2,6.3, 9.5.1, 10
1.5.2, 3.2, 3.7.3
9.7 9.4.1, 9.5, 9.7, 14.1.1.3
4.3.10, 14.1 Correction of
3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3, 9.8.2,
9.8.3,9.9.1,9.10.2,9.10.3, 11.1.3, 11.5.2
3.9, 10.2.6 Definitions
1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4,
7.1.3,7.3.4,7.3.6,8.2, 10, 12, 14
3.12.5,3.14.2,4.2.4,6, 11.4.7, 12.1.2, 12.2.4
1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11.4.1.2,
11.4.7, 11.4.8 Damages for Delay ..
Date of Commencement of the Work, Definition of
Date of Substantial Completion, DefinitioG .
Contractor's Representations Day, Definition of
Contractor's Responsibility for Those Performing the Work
Contractor's Review of Contract Documents
Contractor's Right to Stop the Work
Contractor's Right to Terminate the Contract
Contractor's Submittals
Decisions of the Architect
4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4,4.4.1
4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4,
9.9.1, 13.5.2, 14.2.2, 14.2.4
Decisions to Withhold Certification
Defective or Nonconforming Work, Acceptance,
2.3, 2.4, 35.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6
9.10.4, 12.2.1, 13.7.1.3 e Defective Work, Definition of
Contractor's Superintendent 3.5.1
Contractor's Supervision and Construction Procedures 1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3,
5.1,6.1.2,7.2.1,7.3.1,7.3.6,8.1, 9.1,9.8.1
Delays and Extensions of Time
Contractual Liability Insurance
Coordination and Correlation Disputes
Copies Furnished of Drawings and Specifications
Copyrights Drawings, Definition of
Correction of Work
3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1
11.1.1.8, 11.2, 11.3 7.5.1, 8.3, 9.5.1,9.7.1, 10.3.2, 10.6.1, 14.3.2
1.2, 1.5.2,3.3.1,3.10,3.12.6,6.1.3,6.2.1 4.1.4,4.3,4.4,4.5,4.6,6.3,7.3.8
1.6,2.2.5,3.11 3.1 1
1.6.3.17 1.1.5
2.3, 2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2,
13.7.1.3 Effective Date of Insurance
1.2 Emergencies
7.3.6 Employees, Contractor's
Documents and Samples at the Site
Drawings and Specifications, Use and Ownership (
1.1.1, 1.3.2.2.5, 3.11, 5.3
Correlation and Intent of the Contract Documents
Cost, Definition of 4.3.5,10.6, 14.1.1.2
costs
8.2.2, 11.1.2
3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.t
AIA DOCUMENT AZOlGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 -' INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocop
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11.1.1, 11.4.7, 14.1, 14.2.1.1
Equipment, Labor, Materials and
1 1.4.2
Insurance, Contractor's Liability
Insurance, EffectiveDate of
Insurance, Loss of Use
Insurance,Owner'sLiability
Insurance, Project Management Protective Liabilic
Insurance, Property
1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 11.1
4.2.6, 4.2.7, 5.2.1,6.2.1,7.3.6, 9.3.2.9.3.3, 9.5.1.3,9.10.2, 0 10.2.1, 10.2.4, 14.2.1.2 8.2.2, 11.1.2 Execution and Progress of the Work
1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3, 3.4, 3.5, 3.7, 3.10,
3.12, 3.14, 4.2.2, 4.2.3, 4.3.3, 6.2.2, 7.1.3, 7.3.4, 8.2, 9.5,
9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3
11.4.3
11.2
11.3
Extensions of Time
3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3, 7.4.1,
9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2
Failure of Payment 10.2.5.11.4
Faulty Work 9.3.2, 11.4.1.4
4.3.6, 9.5.1.3,9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6 Insurance, Stored Materials .-
(See Defective or Nonconforming Work)
4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, InsuranceCompanies,ConsenttoPartialckccupan~
11.4.5, 12.3.1,-13.7, 14.2.4, 14.4.3
Financial Arrangements, Owner's
2.2.4 13.2.2,14.1.1.5 11.4.10
Fire and Extended Coverage Insurance
11.4 1.2.1,4.2.7,4.2.12,4.2.13,7.4
GENERAL PROVISIONS Interest
1 13.6
Governing Law Interpretation
13.1 1.2.3,1.4,4.1.1,4.3.1,5.1,6.1.2, 8.1.4
Guarantees (See Warranty) Interpretations, Written
Hazardous Materials 4.2.11,4.2.12,4.3.6
INSURANCE AND BONDS
Final Completion and Final Payment 11
9.9.1, 11.4.1.5
Insurance Companies, Settlement with
Intent of the Contract Documents
10.2.4,10.3, 10.5
1.5.1 Judgment on Final Award
5.2.1 Labor and Materials, Equipment
3.17, 3.18,9.10.2, 10.3.3, 10.5, 11.4.1.2, 11.4.7
Joinder and Consolidation of Claims Required @ Identification of Contract Documents 4.6.4
4.6.6 Identification of Subcontractors and Suppliers
Indemnification
Information and Services Required of the Owner
1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12,
42.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.
10.2.1, 10.2.4, 14.2.1.2
2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3, 6.1.4, Labor Disputes
6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 8.3.1
13.5.1, 13.5.2, 14.1.1.4, 14.1.4 Laws and Regulations
Injury or Damage to Person or Property
4.3.8, 10.2, 10.6
Inspections 14
1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4
9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 15
3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.2, 9.8.3, Liens
9.9.2, 9.10.1, 12.2.1, 13.5
1.1.1 4.6.4
3.2.3,3.3.1,3.8.1,4.2.8,5.2.1,7, 12, 8.2.2, 13.5.2
2.1.2, 4.4.8, 8.2.2, 9.3.3, 9.10
Instructions to Bidders Limitation on Consolidation or Joinder
Instructions to the Contractor Limitations, Statutes of
4.6.3, 12.2.6, 13.7
Insurance Limitations of Liability 2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.10, 3.17
9.10.5, 11 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 9.
3.18.1, 6.1.1, 7.3.6, 8.2.1, 9.3.2, 9.8.4, 9.9.1, 9.10.2,
Insurance, Boiler and Machinery 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2
AIA IXXWMENT MOl-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - T
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copyright laws and will subject the viol- to legnl prosecution This document was electronically produced with pmnission of the AIA and can be rq violation until the datc of expiration as noted below. Electronic Format
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Limitations of Time 1.5.2,3.2, 3.7.3,4.3.4
2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11,3.12.5, 3.15.1,4.2.7,
4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2,
9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9-10, 11.1.3,
11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14
11.4.3 OWNER
1.6,3.12.1,4.2.4,4.2.6,5.2.1,9.3, 9.4.2.9.6.9.10.5 Owner, Definition of
10.2.4, 10.3, 10.5
1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12, 3.13,
3.15.1,4.2.6,4.2.7, 5.2.1,6.2.1, 7.3.6, 9.3.2,9.3.3,9.5.1,3, 13.5.1. 13.5.2, 14.1.1.4, 14.1.4 ~
9.10.2, 10.2.1, 10.2.4, 14.2.1.2
Occupancy
Orders, Written
2.2.2.9.6.6.9.8, 11.4.1.5 a 1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1
Loss of use IIlsumlce 14.3.1
Material Suppliers 2
Materials, Hazardous 2.1
Owner, Information and Services Required of the
Materials, Labor, Equipment and 2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3
6.2.5, 9.3.2, 9.6.1, 9.6.4. 9.9.2, 9.10.3, 10.3.
Owner's Authority
Means, Methods, Techniques, Sequences and Procedures of 1.6, 2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10,
Construction 4.1.3, 4.2.4, 4.2.9,4.3.6, 4.4.7, 5.2.1, 5.2.4, !
3.3.1,3.12.10,4.2.2,4.2.7, 9.4.2 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.=5,1,
Mechanic's Lien - 10.3.2, 11.1.3, 11.3.1, 11.4.3, 11.4.10, 1
4.4.8 13.2.2, 14.3, 14.4
Mediation Owner's Financial Capability
4.4.1,4.4.5,4.4.6,4.4.8,4.5,4.6.1,4.6.2, 8.3.1, 10.5
Minor Changes in the Work
MISCELLANEOUS PROVISIONS
Modifications, Definition of
Modifications to tlie Contract
2.2.1, 13.2.2, 14.1.1.5
Owner's Liability Insurance
Owner's Loss of Use Insurance
Owner's Relationship with Subcontractors
Owner's Riglit to Carry Out the Work
1.1.1, 3.12.8,4.2.8,4.3.6,7.1,7,4 11.2
13 11.4.3
1.1.1
1.1.1,.1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7,
1.1.2, 5.2,5.3, 5.4, 9.6.4, 9.10.2, 14.2.2
2.4, 12.2.4. 14.2.2.2 0 10.3.2, 11.4.1 Owner's Right to Clean Up
Mutual Responsibility 6.3
Nonconforming Work, Acceptance of Contracts
Nonconforming Work, Rejection and Correction of
6.2
9.6.6,9.9.3,12.3 6.1
Owner's Riglit to Stop the Work
2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 2.3
12.2.1, 13.7.1.3 Owner's Right to Suspend the Work
Notice 14.3
2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9, 4.3, 4.4.8, Owner's Right to Terminate the Contract
4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 11.1.3, 11.4.6, 12.2.2, 14.2
12.2.4, 13.3, 13.5.1, 13.5.2, 14.1, 14.2 Ownership and Use of Drawings, Specificatio
2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5, 5.2.1, 1.1.1,1.6, 2.2.5.3.2.1, 3.11.1,3.17.1,4.2.12
8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2. 12.2.4,
13.3, 14 9.6.6, 9.9, 11.4.1.5
Notice of Testing and Inspections
13.5.1, 13.5.2 3.14,6.2.5
Notice to Proceed Patents
8.2.2 3.17
Notices, Permits, Fees and
2.2.2, 3.7,3.13,7.3.6.4, 10.2.2
Observations, Contractor's
Owner's Riglit to Perform Construction and to A
Notice, Written Instruments of Service
Partial OccupancyorUse
Patching, Cutting and
Payment, Applications for
4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1
9.10.3, 9.10.5, 11.1.3, 14.2.4, 14.4.3
AIA DOCUMENT AZOlGENERAL CONDlnONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocol
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Payment, Certificates for 3.5.1,4.2.6, 12.2.1
4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1,
9.10.3, 13.7, 14.1.1.3, 14.2.4 9.10.2
Payment, Failure of Representations
4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6
Payment, Final 9.10.1
Releasesand WaiversofLiens
e 1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2
4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, Representatives
11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3
Payment Bond, Performance Bond and
7.3.6.4, 9.6.7, 9.10.3, 11.4.9.11.5 4.4,4.5,4.6
Payments, Progress
4.3.3,9.3, 9.6,9.8.5, 9.10.3, 13.6, 14.2.3
PAYMENTS AND COMPLETION Retainage
9 ~~ ~ .. .9.3.1,9,6.2,4.8.5,9.9.1, 9,10.2,9.10.3
Payments to Subcontractors Review of Contract Documents and Field C
5.4.2,9.5.1.3,9.6.2,9.6.3,9.6.4,9.6.7, 11.4.8, 14.2.1.2 Contractor
PCB 1.5.2, 3.2,3.7.3, 3.12.7,6.1.3
10.3.1
Performance Bond Cnd Payment Bond
7.3.6.4, 9.6.7, 9.10.3, 11.4.9,11.5
Permits, Fees and Notices Contractor
2.2.2,3.7, 3.13,7.3.6.4, 10.2.2 3.12
PERSONS AND PROPERTY, PROTECTION OF
10
Polychlorinated Biphenyl
10.3.1 13.4, 14
Product Data, Definition of
3.12.2 3.17
Product Data and Samples, Shop Drawings @ 3.11,3.12, 4.2.7 4.6.2
2.1.1,3.1.1,3.9,4.1.1,4.2.1,4.2.10,5.1.1,5.
Resolution of Claims and Disputes
Responsibility for Those Performing the Work
3.3.2,3.18,4.2.3,4.3.8,5.3.1,6.1.3, 6.2,6.3,
Review of Contractor's Submittals by 0wn-d A
3.10.1,3.10.2, 3.11,3.12,4.2,5.2,6.1.3, 9.2,
Review of Shop Drawings, Product Data and
Rights and Remedies
1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5,
6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 1
Royalties, Patents and Copyrights
Rules and Notices for Arbitration
Safety of Persons and Property
Safety Precautions and Progmns
Samples, Definition of
Samples, Shop Drawings, Product Data and
Samples at the Site, Documents and
rogress and Completion
4.2.2,4.3.3, 8.2, 9.8, 9.9.1, 14.1.4
Progress Payments
4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3
Projecc Definition of the
1.1.4 3.12.3
Project Management Protective Liability Insurance
11.3 3.1 1.3.12.4.2.7
Project Manual, Definition of the
1.1.7 3.11
Project Manuals Schedule of Values
2.2.5 9.2.9.3.1
Project Representatives Schedules, Construction
4.2.10 1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3
Property Insurance
10.2.5, 11.4
PROTECTION OF PERSONS AND PROPERTY
10 Shop Drawings, Definition of
Regulations and Laws 3.12.1
1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6, 9.6.4, ShopDrawings, ProductDataand Samples
9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6,
14 Site, Use of
10.2, 10.6
3.3.1.4.2.2.4.2.7, 5.3.1,lO.l. 10.2, 10.6
Separate Contracts and Contractors
1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 4.6.4, 6, 8
12.1.2, 12.2.5
3.1 1, 3.1 2,4.2.7
Rejection of Work 3.13,6.1.1,6.2.1
AIA DOCUMENT A2010ENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 -T Sl"E OF ARCHITECTS. 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING Unlicarscd photocopy
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Site Inspections
1.2.2,3.2.1,3.3.3,3.7.1,4.2,4.3.4,9.4.2,9.10.1, 13.5 Surety, Consent of
Site Visits, Architect's 9.10.2.9.10.3
4.2.2,4.2.9,4.3.4,9.4.2,9.5.1, 9.9.2,9.10.1, 13.5 surveys
4.4.7, 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2
r), speciai Inspections and Testing 2.2.3
Specifications, Definition of the 14.4
Specifications, The 5.4.2, 14.3
Statute of Limitations
Stopping the Work 3.6, 3.8.2.1,7.3.6.4
Stored Materials 4.3.10,14.1
Subcontractor, Definition of 4.3.10,5.4.1.1,14.2
SUBCONTRACTORS 4.1.3
Subcontractors, Work by 14.2.2
Subcontractual Relations 14
4.2.6, 12.2.1, 13.5
1.1.6 Suspension of the Work
1.1.1,1.1.6, 1.1.7, 1.2.2, 1.6,3.11,3.12.10,3.17
Suspension by the Owner for Convenience
Suspension or Termination of the Contract
4.3.6.5.4.1.1. 11.4.9, 14
4.6.3, 12.2.6, 13.7 TaXeS
2.3,4.3.6, 9.7, 10.3, 14.1 I 7c - -. .Termination by the Contractor . . 1 -- -- .
6.2.1,9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4
5.1.1 Termination of the Architect cc--
5 Termination of the Contractor
1.2.2, 3.3.2,3.12.1,4.2.3,5.2.3,5.3,5.4,9.3.1.2,9.6.7
5.3, 5.4, 9.3.1.2, 9.6, 9.10 10.2.1, 11.4.7, 11.4.8, 14.1, TestsandInspections
14.2.1, 14.3.2
1.6, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3, 9.8, TIME
9.9.1,9.10.2,9.10.3, 11.1.3 8
Time, Delays and Extensions of
Termination by the Owner for Cause
TERMINATION OR SUSPENSION OF THE i
3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3
Submittals 10.3.2, 11.4.1.1, 12.2.1,13.5 * Subrogation, Waivers of - 6.1.1, 11.4.5, 11.4.7 3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.
7.5.1, 8.3, 9.5.1.9.7.1. 10.3.2, 10.6.1, 14.3.;
4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 9.10.4.2,
12.2, 13.7 2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12
Substantial Completion. Definition of 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3
9.8.1 9.3.1, 9.3.3, 9.4.1. 9.5. 9.6, 9.7, 9.8, 9.9
Substitution of Subcontractors 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14
5.2.3, 5.2.4
Substitution of Architect 4.3.2,4.3.4,4.3.8,4.4,4.5,4.6
4.1.3 Title to Work
Substitutions of Materials 9.3.2, 9.3.3
3.4.2,3.5.1,7.3.7
Sub-subcontractor, Definition of 12
5.1.2 Uncovering of Work
Subsurface Conditions 12.1
4.3.4 Unforeseen Conditions
Successors and Assigns
13.2 Unit Prices
Superintendent 4.3.9,7.3.3.2
3.9, 10.2.6 Use of Documents
Supervision and Construction Procedures
Substantial Completion
Time Limits
Time Limits on Claims
UNCOVERING AND CORRECTION OF WO
4.3.4, 8.3.1, 10.3
1.1.1, 1.6,2.2.5,3.12.6, 5.3
1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3,6.2.4, Useofsite
7.1.3,7.3.6,8.2,8.3.1,9.4.2, 10, 12, 14 3.13,6.1.1,6.2.1
Surety Values, Schedule of
AIA DOCUMENT A201GENERAL CONDITIONS OF "'HE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 MSTIlUTZ OF ARCHITECTS. 1735 NEW YOM AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed pho-
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9.2,9.3.1 Weather Delays
13.4.2 Work, Definition of
Waiver of Claims by the Architect
Waiver of Claims by the Contractor
Waiver of Claims by the Owner
4.3.7.2
1.1.3
1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4
0 4.3.10,9.10.5, 11.4.7, 13.4.2 Written Consent
4.3.10, 9.9.3, 9.10.3, 9.10.4, 11.4.3, 11.4.5, 11.4.7, 9.9.1,9.10.2,9.10.3, 11.4.1, 13.2, 13.4.2
12.2.2.1, 13.4.2, 14.2.4 Written Interpretations
4.3.1 0, 14.2.4 Written Notice
9.10.2,9.10.4
6.1.1, 11.4.5,11.4.7 Written Orders
Waiver of Consequential Damages 4.2.11,4.2.12,4.3.6
Waiver of Liens
Waivers of Subrogation 13.3, 14
2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.1
8.2.2, 9.7,9.10, 10.2.2, 10.3, 11.1.3, 11.4.6,
13.1,2.3,3.9;4.3.6,'7;-8.2.2; 11:4.9,--l2.l- ., ~ I" - -- ~ yr ,-..
14.3.1 w-ty 3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2,
13.7.1.3
b- - -
0
AIA DOCUMENT A20lGENERAL CONDITIONS OFTIiE CONTRACT FOR CONSTRUCTION - 1997 EDITION - MA - COPYRIGHT 1997-' INSTllVE OF ARCHI'ECl3, I735 NEW YO= AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING Unlicensed photocop
copYri&t laws and wiU subject the violator to legal prosecution This document was electmniully produced with permission of the AIA and M be n violation mtil tbe date of expiration as noted below. Electronic Form
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ARTICLE 1 GENERAL PROVISIONS
1.1 BASIC DEFINITIONS
1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the Agreement),
the Contract (General, SupplemenGuy and other Conditions), Drawings, Specifications, Addenda issued prior tc
the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A
is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Chang
(4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in th
the Contract Documents do not include other documents such as bidding requirements (advertisement or invi
Instructions to Bidders, sample forms, the Contractor's bid or portions of Addenda relating to bidding requirement:
1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construction. The Contract represents the entire and integrat
between the parties hereto and supersedes pdor negotiations, repxsentationsor agreements+-either^wriUen or oral,
may be amended or modified only by a Modification. The Contract Documents shall not be construed to create
relationship of any kind (1) between the Architect and Contractor, (2) between the Owner and a Sub
Sub-subcontractor, (3) between the Owner and Architect or (4) between any persons or entities other than th
Contractor. The Architect shall, however, be entitled to performance and enforcement of obligatiouyqder
intended to facnitate performance of the Architect's duties.
1.1.3 THE WORK
The term "Work" means the construction and services required by the Contract Documents, whether completc
completed, and includes all other labor, materials, equipment and services provided or to be provided by the Conb
the Contractor's obligations. The Work may constitute the whole or a part of the Project.
1.1.4 THE PROJECT
The Project is tlie total construction of which the Work performed under the Contract Documents may be the u
and which may include construction by the Owner or by separate contractors. * The Drawings are the graphic and pictorial poions of the Contract Documents showing the design, location and
0
- 1.1.5 THE DRAWINGS
the Work, generally including plans, elevations, sections, details, schedules and diagrams.
1.1.6 THE SPECIFICATIONS
The Specifications are that portion of the Contract Documents consisting of tlie written requirements for materia
systems, standards and workmanship for the Work, and performance of related services.
1.1.7 THE PROJECT MANUAL
The Project Manual is a volume assembled for the Work which may include the bidding requirements, !
Conditions of the Contract and Specifications.
1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS
1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and COI
Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be a
required by all; performance by the Contractor shall be required only to the extent consistent with the Contract I
reasonably inferable from them as being necessary to produce the indicated results.
1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings sl
the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed
1.2.3
meanings are used in the Contract Documents in accordance with such recognized meanings.
Unless othenvise stated in the Contract Documents, words which have well-known technical or constr
AIA DOCUMENT AZO lCENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA- COPYRIGHT 1997 - INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNNG: Unlicensed phOtocor
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violation until the date of expiration as noted below.
a
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1.3 CAPITALIZATION
1.3.1 Tern capitalized in these General Conditions include those which are (1) specifically defined, (2)
numbered articles and identified references to Paragraphs, Subparagraphs and Clauses in the document or (3) the
documents published by the American Institute of Architects.
I .4 INTERPRETATION
1.4.4 In the interest of brevity the Contract Documents frequently omit modlfLing words such as "all" and "an)
such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in i
intended to affect the interpretation of either statement.
1.5 EXECUTION OF CONTRACT DOCUMENTS
1.5.d
not sign all the Contract Documents;the Architecrshall identi@ sueh unsigned DoGuments upoR-request. '
1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the
generally familiar with local conditions under which the Work is to be performed and correlated personal obs
e
The Contract Documents shall be signed by the Owner and Contractor. If either the Owner or Contraci -
requirements of - the Contract Documents. *-
1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SE
I .6.1 The Drawings, Specifications and other documents, including those in electronic form, prepared by the
the Architect's consultants are Instruments of Service through which the Work to be executed by the Contract0
The Contractor may retain one record set. Neither the Contractor nor any Subcontractor, Sub-subcontractor 1
equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents pr
Architect or the Architect's consultants, and unless othenvise indicated the Architect and the Architect's consu
deemed the authors of them and will retain all common law, statutory and otlier reserved rights, in addition to t
All copies of Instruments of Service, except the Contractor's record set, shall be returned or suitably accoun
Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents pr
Architect and the Architect's consultants, and copies thereof furnished to the Contractor, are for use solely with
Project. They are not to be used by the Contractor or any Subcontractor, Sub-subcontractor or-material or equipme 0 other projects or for additions to this Project outside the scope of the Work without the specific written consent
Architect and the Architect's consultants. The Contractor, Subcontractors, Sub-subcontractors and material
suppliers are authorized to use and reproduce applicable portions of the Drawings, Specifications and other docun
by the Architect and the Architect's consultants appropriate to and for use in the execution of their Work unde
Documents. All copies made under this authorization shall bear the statutory copyright notice, if any, shown on
Specifications and other documents prepared by the Architect and the Architect's consultants. Submittal or distri
official regulatory requirements or for other purposes in connection with this Project is not to be construed as
derogation of the Architect's or Architect's consultants' copyrights or other reserved rights.
ARTICLE 2 OWNER
2.1 GENERAL
2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughol
Documents as if singular in number. The Owner shall designate in writing a representative who shall have exprc
bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwi
Subparagraph 4.2.1, the Architect does not have such authority. The tenn "Owner" means the Owner or the Own
representative.
2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, informi
and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information
correct statement of the record legal title to the property on which the Project is located, usually referred to as tl
Owner's interest therein.
AIA DOCUMENT A201CENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - SmuTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocol
copright laws and will subject the violator to legal prosecution This document was eledronially produced with pinion of the AIA and can be violation until the date of expintion as noted below. Electronic Fon
User Document: 97A201.CON - 8/10/1999. AIA License Number 100696, which expires on lO/l/l'
..v-
2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER
2.2.1 The Owner shall, at the written request of the Contractor, prior to commencement of the Work and there
to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligatii
Contract. Furnishing of such evidence shall be a condition precedent to commencement or continuation of the Woi @ evidence has been furnished, the Owner shall not materially vary such financial arrangements without prior
Contractor.
2.2.2 Except for permits and fees, including those required under Subparagraph 3.7.1. which are the respon
Contractor under the Contract Documents, the Owner shall secure and pay for neceSSary approvals, easements, ass
charges required for construction, use or occupancy of permanent structures or for permanent changes in existing.
2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations
the Project and a legal description of the site: The Contractor shall-be entitled to rely orrthe accuracy of informat
by the Owner but shall exercise proper precautions relating to the safe performance of the Work.
2.2.4 Information or services required of tlie Owner by the Contract Documents shall be furnished by the
reasonable promptness. Any other information or services relevant to the Contractor's performance ofthe Wc
Owner's controT shall be furnished by the Owner after receipt froin the Contractor of a written request for such ii
services.
2.2.5
Drawings and Project Manuals as are reasonably necessary for execution of the Work.
2.3 OWNER'S RIGHT TO STOP THE WORK
2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract 1
required by Paragraph 12.2 or persistently fails to cany out Work in accordance with the Contract Documents, th
issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such or
eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on tlie part of the Own
this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparag
Unless otherwise provided in the Contract Documents, the Contractor will be furnished, free of charge, s
0
2.4 OWNER'S RIGHT TO CARRY OUT THE WORK
2.4.1 If the Contractor defaults or neglects to cany out the Work in accordance with the Contract Docum
within a sevenday period after receipt of written notice from the Owner to commence and continue correction a
or neglect with diligence and promptness, the Owner may after such sevenday period give the Contractor a s
notice to correct such deficiencies within a three-day period. If the Contractor within such three-day period after 1
second notice fails to commence and continue to correct any deficiencies, the Owner may, without prejudice to c
the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued di
payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies, including Ow
and compensation for the Architect's additional services made necessary by such default, neglect or faiIure. Such
Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments the
due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner.
ARTICLE 3 CONTRACTOR
3.1 GENERAL
3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughou
Documents as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized I
3.1.2 The Contractor shall perfonn the Work in accordance with the Contract Documents.
WCUMENT A2OlGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRllCTION - 1997 EDITION - AIA - COPYRIGHT 1997 -' STITUTE OF ARCHI"S, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocop
copyright laws and will subject the violator to lepl prosecution This document was eleatonically produced with permiion of the AIA and can bc I-
violation until the date of expintion as noted below.
m
Electronic Form
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3.1.3 The Contractor shall not be relieved of obligations to perform tlie Work in accordance with the Contrac
either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, ii
approvals required or performed by persons other than tlie Contractor.
3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR
3.2.1 Since the Contract Documents are complementary, before starting each portion of the Work, the COI
carefully study and compare the various Drawings and other Contract Documents relative to that portion of the Wc
the information furnished by the Owner pursuant to Subparagraph 2.2.3, shall take field measurements of
conditions related to that portion of the Work and shall observe any conditions at the site affecting it. These oblig the purpose of facilitating construction by the Contractor and are not for the purpose of discovering errors, (
inconsistencies in the Contract Documents; however, any errors, inconsistencies or omissions discovered by tl
shall be reported promptly to the Architect as a request for information in such form as the Architect may require.
3.2.2 Any design errors or bmissions nored by-tlie Contractor duringthis reviewshxil bereported promptly to"
but it is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a lit
professional unless otherwise specifically provided in the Contract Documents. The Contractor is not required to
the Contract Documents are in accordance witli applicable laws, statutes, ordinances, building codes, and rules an
but any nonconformity discovered by or made known to the Contractor shall be reported promptly to the Architect.
3.2.3 If the Contractor believes that additional cost or time is involved because of clarifications or instructions
Architect in response to the Contractor's notices or requests for information pursuant to Subparagraphs 3.2.1 a
Contractor shall make Claims as provided in Subparagraphs 4.3.6 and 4.3.7. If the Contractor fails to perform tl
of Subparagraphs 3.2.1 and 3.2.2, the Contractor shall pay such costs and damages to the Owner as would have bc
the Contractor had performed such obligations. The Contractor shall not be liable to the Owner or Architect
resulting from errors, inconsistencies or omissions in the Contract Documents or for differences between field me;
conditions and the Contract Documents unless the Contractor recognized such error, inconsistency, omission or c
knowingly failed to report it to tlie Architect.
3.3 SUPERVISION AND CONSTRUCTION PROCEDURES
3.3.1 The Contractor shall supenise and direct the Work, using theContractor's best skill and attention. TI
shall be solely responsible for and have control over constniction means, metliods, techniques, sequences and pi
for coordinating all portions of the Work under the Contract, unless tlie Contract Documents give other specifi
concerning these matters. If the Contract Documents give specific instructions concerning construction ma
techniques, sequences or procedures, the Contractor stdl evaluate the jobsite safety thereof and. except as stated b
fully and solely responsible for the jobsite safety of such means, methods, techniques, sequences or procedures. If t
determines that such means, metliods, techniques, sequences or procedures may not be safe, the Contractor sha
written notice to the Owner and Architect and shall not proceed with tliat portion of the Work without fi
instructions from the Architect. If the Contractor is then instructed to proceed with the required means, method
sequences or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely r~
any resulting loss or damage.
3.3.2
and their agents and employees, and other persons or entities performing portions of the Work for or on
Contractor or any of its Subcontractors.
3.3.3
portions are in proper condition to receive subsequent Work.
3.4 LABOR AND MATERIALS
3.4.1 Unless otheNvise provided in the Contract Documents, the Contractor shall provide and pay for lab
equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilitic
necessary for proper execution and completion of the Work, whether temporary or permanent and whether or no1
or to be incorporated in the Work.
1)
*
The Contractor shall be responsible to the Owner for acts and omissions of die Contractor's employees, S
The Contractor shall be responsible for inspection of portions of Work already performed to determ
A DOCUMENT A2OlGENERAL CONDITlONS OFTHE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA- COPYRlGHT 1997-1 m STlTLTTE OF ARCHITECTS, 1735 NEW YOU AVENUE N.W.. WASHINGTON, D.C. 20006-5292. WARNING Unlicensed photocop]
copyright laws and will subject the violator to legal prosecution. This document was eleatPnically produced with perminion of the AIA and GUY be n violation until the date of expiration as noled below. Electronic Form
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3.4.2 accordance with a Change Order.
3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and
carrying out the Contract. The Contractor shall not permit employment of unft persons or persons not skilled in
to them.
3.5 WARRANTY
3.5.1 The Contractor warrants to the Owner and Architect tllat materials and equipment furnished under th~
be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work w
defects not inherent in the quality required or permitted, and that the Work will conform to the requirements 4
Documents. Work not conforming to these requirements, including substitutions not properly approved and auth
considered defective. The Contractor's warranty excludes- remedy- fordatnage-or -defect. caused-by abuse; mc
executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and te
usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality oi
equipment.
3.6 TAXES -
3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contra1
legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely schedi
effect.
3.7 PERMITS, FEES AND NOTlCES
3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the build
other permits and governmental fees, licenses and inspections necessary for proper execution and completioi
which are customarily secured after execution of the Contract and which are legally required when bids a
negotiations concluded.
3.7.2
of public authorities applicable to performance of the Work.
3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance w
laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that I:
Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner ii
necessary changes shall be accomplished by appropriate Modification.
3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes,
regulations without such notice to the Architect and Owner, the Contractor shall assume appropriate responsil
Work and shall bear the costs attributable to correction.
3.8 ALLOWANCES
3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Itei
allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Cc
not be required to employ persons or entities to whom tlie Contractor has reasonable objection.
3.8.2
The Contractor may make substitutions only with the consent of the Owner, after evaluation by the A
0
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The Contractor shall comply witli and give notices required by laws, ordinances, rules, regulations anc 0
Unless otherwise provided in the Contract Documents:
.1 allowances shall cover the cost to tlie Contractor of materials and equipment delivered at the site an
taxes, less applicable trade discounts;
.2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, prc
expenses contemplated for stated allowance amounts shall be included in the Contract Sum bl
AIA DOCUMENT A201GENERAL CONDlTlONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDlTlON - AIA - COPYRIGHT 1997 -'I STITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W.. WASHINGTON. D.C. 20006-5292. WARNING: Unlicnrvd photocopy
copyright laws and will subject the violator to legal prosecution This document was electrmially produced with perminion of the AIA and can be re
violation until the date of expiration as noted below. Electronic Form;
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e
allowances;
.3 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordir
Order. The amount of the Change Order shall reflect (1) the difference between actual costs and
under Clause 3.8.2.1 and (2) changes in Contractor's costs under Clause 3.8.2.2.
3.8.3
Work.
3.9 SUPERINTENDENT
3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in an
Project site during performance of the Work, The superintendent shall represent the Contractor, and communic the superintendent shall be as binding as if given to the Contractor. Important communications shall be confin
Other communications shall be similarly confirmed-on written-request in each case.
3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES
3.10.1
information a Contractor's construction schedule for the Work. The schedule shall not exceed time lirpitS CUI
Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and P
related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious i
execution of the Work.
3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of subm
coordinated with the Contractor's construction schedule and allows the Architect reasomble time to review submi
3.10.3 The Contractor shall perform the Work in general accordance with tlie most recent schedules submitte
and Architect.
3.11 DOCUMENTS AND SAMPLES AT THE SITE
3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specificat
Change Orders and other Modifications, in good order and marked currently to record field changes and selectior
construction, and one record copy of approved Shop Drawings, Product Data, Samples and similar required sul
shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon cox
Work.
3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by thi
a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work.
3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagr
information furnished by the Contractor to illustrate materials or equipment for some portion of the Work.
3.1 2.3 Samples are physical examples which illustrate materials, equipment or workmanship and establisl
which the Work will be judged.
3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The p
submittal is to demonstrate for those portions of the Work for which submittals are required by the Contract Doc1
by which the Contractor proposes to conform to the information given and the design concept expressed ii
Documents. Review by the Architect is subject to the limitations of Subparagraph 4.2.7. Informational submitti
the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submi
not required by the Contract Documents may be returned by the Architect without action.
3.12.5 The Contractor shall review for compliance with tlie Contract Documents, approve and submit to the
Materials and equipment under an allowance shall be selected by the Owner in sufficient time to avo
e
The Contractor, promptly after being awarded the Contract, sldl prepare and submit for the Owner's
e
AIA DOCUMENT A201GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - INSTITUTE OF ARCHITECTS. 1735 NEW YOU AVENUE N.W., WASHINGTON. D.C. 20006-5292. WARNING Unlicensed phot-]
copyright laws and will subject the violator to legal prosecution. This document was electfoniully produd with permission of the AIA and wn be violation until the date of exphion as noted below. Electronic Fon
User Document: 97A201.CON - 8/10/1999. AIA License Number 100696, which expires on lO/l/l
e
Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reasonable pr
in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. Sub
are not marked as reviewed for compliance with the Contract Documents and approved by the Contractor may t
the Architect without action.
3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contrac
that the Contractor has determined and verified materials, field measurements and field construction criteria relai
will do so, and has checked and coordinated the information contained within such submittals with the requin
Work and of the Contract Documents.
3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submit1
of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been apy
Architect.
3.12.8 The Work shall be in accordance with approved submittals except tllat the Contractor shall not T
responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Sk
Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in v
deviation at the time of submittal and (1) the Architect has given written approval to the specific deviatiow a m
the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. 'I
shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similw
the Architect's approval thereof.
3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Da
similar submittals, to revisions other than those requested by the Architect on previous submittals. In the at
written notice the Architect's approval of a resubmission shall not apply to such revisions.
3.12.10 The Contractor shall not be required to provide professional services which constitute the practice of i
engineering unless such services are specifically required by the Contract Documents for a portion of the Work
Contractor needs to provide such services in order to cany out tlie Contractor's responsibilities for constr
methods, techniques, sequences and procedures. The Contractor shall not be required to provide profession
violation of applicable law. If professional design services or certifications by a design professional related to sysl
or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architi
all performance and design criteria that such services must satisfy. The Contractor shall cause such services or c
be provided by a properly licensed design professional, whose signature and seal shall appear on all drawing:
specifcations, certifications, Shop Drawings and other submittals prepared by such professional. Shop Draw
submittals related to the Work designed or certified by such professional, if prepared by others, shall bear suct
written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon
accuracy and completeness of the services, certifications or approvals performed by such design professionals
Owner and Architect have specified to the Contractor all performance and design criteria that such service
Pursuant to this Subparagraph 3.12.10, the Architect will review, approve or take other appropriate action on s
for the limited purpose of checking for conformance with information given and the design concept expressed 1
Documents. The Contractor shall not be responsible for the adequacy of the performance or design criteria r
Contract Documents.
3.13 USE OF SITE
3.13.1 The Contractor shdl confine operations at the site to areas permitted by law, ordinances, permits an
Documents and shall not unreasonably encumber the site with materials or equipment.
3.14 CUTTING AND PATCHING
3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or tc
fit together properly.
3.14.2 The Contractor sldl not damage or endanger a portion of the Work or fully or partially completed con
e
.. . . ._
0
AIA DOCUMENT A2OlGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 200064292. WARNING Unlicensed photoca
copyright laws and will subject the violator to legal prosecution. This document was eledronially produced w'th permission of the AIA and un bc violation until the date of expintion as noted below.
0
Electronic Fon
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Owner or separate contractors by cutting, patching or otherwise altering sucli construction, or by excavation. TI
shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written c
Owner and of such separate contractor, such consent shall not be unreasonably withheld. The Contractor shall not
withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Wor
3.15 CLEANING UP
3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materiz
caused by operations under the Contract, At completion of the Work, the Contractor shall remove from and ab0
waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials.
3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and th
shall be charged to the Contractor.
3.16 ACCESS TO WORK
3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and prog
located.
3.17 ROYALTIES, PATENTS AND COPYRIGHTS t- 3.17.1 The contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for in
copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, bu
responsible for such defense or loss when a particular design, process or product of a particular manufacturer or 1
is required by the Contract Documents or where the copyright violations are contained in Drawings, Specifica
documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the rec
process or product is an infringement of a copyright or a patent, the Contractor shall be responsible for such lo!
information is promptly fimiished to the Architect.
3.18 INDEMNIFICATION
3.1 8.1 To the fullest extent permitted by law and to the extent claims, damages, losses or expenses are not cove
Management Protective Liability insurance purchased by the Contractor in accordance with Paragraph 11.3, t
shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees o
from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out I
from performance of the Work, provided tlnt such claim, damage, loss or expense is attributable to bodily in.
disease or death, or to injury to or destruction of tangible property (other than tlie Work itself), but only to the ex
the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them
whose acts they may be liable, regardless of whether or not such claim, damage, loss or e-xpense is caused in r
indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or
indemnity which would otherwise exist as to a party or person described in this Paragraph 3.18.
3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by an employee of the
Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the in
obligation under Subparagraph 3.18.1 shall not be limited by a limitation on amount or type of damages, COI
benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, diwbility benef
employee benefit acts.
a
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ARTICLE 4 ADMINISTRATION OF THE CONTRACT
4.1 ARCHITECT
4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicir
identified as such in the Agreement and is referred to throughout tIie Contract Documents as if singular in nun
"Architect" means the Architect or the Architect's authorized representative.
4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documei
restricted, modified or extended without written consent of tlie Owner, Contractor and Architect. Consen
AIA DOCUMENT AZOI-GENERAL CONDITIONS OF TlIE CONTRACT FOR CONSTRUCTION - 1997 EDITION - NA - COPYRIGHT 1997- INSTlTUTE OF ARCHITECTS. 1735 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 200064292. WARNING: Unlke-nsed photocol
oopyright laws and will subject Le violalor to legal pmsecution This document was electronic;llly proctuced with permission of the AIA and cilll bc violation until the date of expiration as noted below. Electronic Fon;
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unreasonably witliheld.
4.1.3 If the employment of the Architect is terminated, the Owner slrall employ a new Architect agaii
Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the forme
4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT
4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents, a
Owner's representative (1) during cofistruction, (2) until final payment is due and (3) with the Owner's concurren
to time during the one-year period for correction of Work described in Paragraph 12.2. The Architect will have ai
on behalf of the Owner only to the extent provided in the Contract Documents, unless otheNvise modified
accordance with other provisions of the Contract.
4.2.2 . The Architect, as a representative opthe Owner,-wiII-visit the siteat intervals- appropriate-tu the
Contractor's operations (1) to become generally familiar with and to keep the Owner informed about the progress i
the portion of the Work completed, (2) to endeavor to guard the Owner against defects and deficiencies in the Wo
determine in general if the Work is being perfonned in a manner indicating that the Work, when fully completl
accordance with the Contract Documents. However, the Architect will not be required to m'ake exhaustiwar conti
inspections tocheck the quality or quantity of the Work. The Architect will neither have control over or char
responsible for, the construction means, methods, techniques, sequences or procedures, or for the safety pre
programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under
Documents, except as provided in Subparagraph 3.3.1.
4.2.3 The Architect will not be responsible for the Contractor's failure to perform the Work in accordar
requirements of the Contract Documents. The Architect will not have control over or charge of and will not be re
acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entitie,
portions of the Work.
4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contrac
or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to comn
each other through the Architect about matters arising out of or relating to the Contract. Communications by E
Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material su
be through the Contractor. Communications by and with separate contractors shdl be through the Owner.
4.2.5
the amounts due the Contractor and will issue Certificates for Payment in such amounts.
4.2.6 The Architect will have authority to reject Work that does not conform to the Contract Documents. U
Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of 1
accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or complete1
neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such au
give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment sur
agents or employees, or other persons or entities performing portions of the Work.
4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals s1
Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with informatio
the design concept expressed in the Contract Documents. The Architect's action will be taken with such reasonable
as to cause no delay in the Work or in the activities of the Owner, Contractor or separate contractors, while allowin
time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conduc
purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for sul
instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Cc
required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Cc
the obligations under Paragraphs 3.3.3.5 and 3.12. The Architect's review shall not constitute approval of safety prei
e
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Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will reviei
AIA DOCUMENT AZOPGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - THL STlTuTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying .M copyright laws and will subject the violator to legal prosecution. This document was eledronidly produced with permission of the AIA and can be wro
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unless otherwise specifically stated by the Architect of any construction means, metliods, techniques, sequences
The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a comp
4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize mi1
the Work as provided in Paragraph 7.4.
4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and tk
completion, will receive and forward to the Owner, for the Owner's review and records, written warrantie
documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for 1
compliance with the requirements of the Contract Documents.
4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to ass1
out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of
representatives shall-be as set forth in an exhibit to be-incorporated in-the Contract Documents. - . -- * - -
4.2.11 The Architect will interpret and decide matters concerning performance under, and requirements of,
Documents on written request of either the Owner or Contractor. The Architect's response to such requests wi
writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreement iwade cc
time within which interpretations required of the Architect shall be furnished in compliance with this Paragraph 4
shall not be recognized on account of failure by the Architect to furnish such interpretations until 15 days after w
is made for them.
4.2.32 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably infer
Contract Documents and will be in writing or in the form of drawings. When making such interpretations and ini
the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality
will not be liable for results of interpretations or decisions so rendered in good faith.
4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent
the Contract Documents.
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0 - 4.3 CLAIMS AND DISPUTES
4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right. a
interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of
The term "Claim" also includes other disputes and matters in question between the Owner and Contractor aris
relating to the Contract. Claims must be initiated by written notice. The responsibility to substantiate Claims shall
party making the Claim.
4.3.2 Time Limits on Claims. Claims by either party must be initiated within 21 &iys after Occurrence of the
rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim,
later. Claims must be initiated by written notice to the Architect and the other party.
4.3.3 Continuing Contract Performance. Pending final resolution of a Claim except as otherwise agreed in 7
provided in Subparagraph 9.7.1 and Article 14, the Contractor shall proceed diligently with performance of the (
the Owner shall continue to make payments in accordance with the Contract Documents.
4.3.4 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site which are (1) s
otherwise concealed physical conditions which differ materially from those indicated in the Contract Docun
unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist a~
recognized as inherent in construction activities of the character provided for in the Contract Documents, then n
observing party shall be given to the other party promptly before conditions are disturbed and in no event later t
after first observance of the conditions. The Architect will promptly investigate such conditions and, if they We
and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of thC
recommend aa equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determi
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conditions at the site are not materially different from those indicated in the Contract Documents and that na
terms of the Contract is justified, the Architect shall so notify the Owner and Contractor in Writing, stating the r
by either party in opposition to such determination must be made within 21 days after the Architect has give
decision. If the conditions encountered are materially different, the Contract Sum and Contract Time sha
adjusted, but if the Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time,
shall be referred to the Architect for initial determination, subject to further proceedings pursuant to Paragraph 4
4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contrac
notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for (
to an emergency endangering life or property arising under Paragraph 10.6.
4.3.6 If the Contractor believes additional cost is involved for reasons including but not limited to
interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not
written order f0r.a minor change in the Work-issued by -the Architect, (4) failu-f paymentby the..Owner,_(5)
the Contract by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in accori
Paragraph 4.3.
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4.3.7 Claims for Additional Time -. 4.3.7.1 If the-Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided
given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of th
case of a continuing delay only one Claim is necessary.
4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be docui
substantiating that weather conditions were abnormal for the period of time, could not have been reasonably i had an adverse effect on the scheduled construction.
4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damag property because of an act or omission of the other party, or of others for whose acts such party is legally rev
notice of such injury or damage, whether or not insured, shall be given to the other party within a reasoi
exceeding 21 days after discovery. -The notice shall provide Micient detail to enable the other party to investigai @
4.3.9 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quant
contemplated are materially changed in a proposed Change Order or Construction Change Directive so that appl
unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applici
shall be equitably adjusted.
4.3.10 Claims for Consequential Damages The Contractor and Owner waive Claims against each other foi
damages arising out of or relating to this Contract. This mutud waiver includes:
.1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing
reputation, and for loss of management or employee productivity or of the services of such persons; q
.2 damages incurred by the Contractor for principal ofice expenses including the compensatioi
stationed there, for losses of financing, business and reputation, and for loss of profit except an
arising directly from the Work.
This mutual waiver is applicable, without limitation, to all consequential damages due to either party's
accordance with Article 14. Nothing contained in this Subparagraph 4.3.10 shall be deemed to preclude an awa
direct damages, when applicable, in accordance with the requirements of the Contract Documents.
4.4 RESOLUTION OF CLAIMS AND DISPUTES
4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the Architect but e
AM DOCUMENT A20 IGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 -
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arising under Paragraphs 10.3 through 10.5, shall be referred initially to the Architect for decision. An initia
Architect shall be required as a condition precedent to mediation, arbitration or litigation of all Claims betwee
and Owner arising prior to the date final payment is due, unless 30 days have passed after the Claim has bee
Architect with no decision having been rendered by the Architect. The Architect will not decide dispu
Contractor and persons or entities other than the Owner.
4.4.2 The Architect will review Claims and within ten days of the receipt of the Claim take one or more
actions: (1) request additional supporting data from the claimant or a response with supporting data from the
reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5) advise tlie
Architect is unable to resolve the Claim if the Architect lacks sufficient information to evaluate the merits of thi
Architect concludes that, in the Architect's sole discretion, it would be inappropriate for the Architect to resolve
4.4.3 In evaluating Claims, the Architect may, but shall not be obligated to, consult with or seek informal
party or from persons with special knowledge or expertise whomayassist the Architect in rendennga decisior
may request the Owner to authorize retention of such persons at the Owner's expense.
4.4.4 If the Architect requests a party to provide a response to a Claim or to furnish additional supporting (
shall respond, within ten days after receipt of such request, and shall either provide a response on the reqwed :
advise the Arcatect when the response or supporting data will be furnished or advise the Architect that no supp
be furnished. Upon receipt of tlie response or supporting data, if any, die Architect will either reject or appro1
whole or in part.
4.4.5 The Architect will approve or reject Claims by written decision, which shall state the reasons therefor a
notify the parties of any change in the Contract Sum or Contract Time or both. The approval or rejection of
Architect shall be final and binding on the parties but subject to mediation and arbitration.
4.4.6 When a written decision of the Architect states that (1) the decision is final but subject to mediation I
and (2) a demand for arbitration of a Claim covered by such decision must be made within 30 days after the dat
party making the demand receives tlie final written decision. then failure to demand arbitration within said 30 d?
result in the Architect's decision becoming final and binding upon the Owner and Contractor. If tlie Archi
decision after arbitration proceedings have been initiated, such decision may be entered as evidence, but shall
arbitration proceedings unless the decision is acceptable to all parties concerned.
4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, tlie Architect or the Owner 1
obligated to, notify the surety, if any, of the nature and amount of the Claim. If the Claim relates to a p
Contractor's default, the Architect or the Owner may, but is not obligated to, notify the surety and request the sure
in resolving the controversy.
4.4.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim may proceed
with applicable law to comply with the lien notice or filing deadlines prior to resolution of the Claim by the
mediation or by arbitration.
4.5 MEDIATION
4.5.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic effect and except
as provided for in Subparagraphs 4.3.10, 9.10.4 and 9.10.5 shall, after initial decision by the Architect or
submission of the Claim to the Architect, be subject to mediation as a condition precedent to arbitration or the
legal or equitable proceedings by either party.
4.5.2 The parties slid1 endeavor to resolve their Claims by tnediation which, unless tlie parties mutually agr
shall be in accordance with Uie Construction Industry Mediation Rules of tlie American Arbitration Associatior
effect. Request for mediation sllall be filed in writing with the other party to the Contract and with the America
Association. The request may be made concurrently with the filing of a demand for arbitration but, in such eve
shall proceed in advance of arbitration or legal or equitable proceedings, which shall be stayed pending mediatioi
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.
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AIA DOCUMENT AZOIGENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - T INSTITUlT OF ARCHITECTS, 1735 NEW YORK AVENLJE N.W.. WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopy.
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of 60 days from the date of filing. unless stayed for a longer period by agreement of the parties or court order.
4.5.3 The parties shall share the mediator‘s fee and any filing fees equally. The mediation shall be held in th
the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be
settlement agreements in any court having jurisdiction thereof.
4.6 ARBITRATION
4.6.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic effect and excepi
as provided for in Subparagraphs 4.3.10, 9.10.4 and 9.10.5, shall, after decision by the Architect or 30 days after
the Claim to the Architect, be subject to arbitration. Prior to arbitration, the parties shall endeavor to resoh
mediation in accordance with the provisions of Paragraph 4.5.
4.6.2 Claim not resolved by mediation shall be decided by arbitration which, unless the parties mutually a@
shall be in accordance with the Construction Industry Arbitration Rules of-the-Amd Arbitrationdssociatioi
effect. The demand for arbitration sldl be filed in writing with the other party to the Contract and with t
Arbitration Association, and a copy shall be filed with the Architect.
4.6.3 A demand for arbitration sldl be made within the time limits specified in Subparagraph&4.4.6
applicable, and-in other cases within a reasonable time after the Claim has arisen, and in no event shall it be made
when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute
as determined pursuant to Paragraph 13.7.
4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract sha
consolidation or joinder or in any other manner, the Architect, the Architect’s employees or consultants, exce,
consent containing specific reference to the Agreement and signed by the Architect, Owner, Contractor and any ot
entity sought to be joined. No arbitration shall include, by consolidation or joinder or in any other manner, parti
the Owner, Contractor, a separate contractor as described in Article 6 and other persons substantially involved I
question of fact or law whose presence is required if complete relief is to be accorded in arbitration. No person o
than the Owner, Contractor or a separate contractor as described in Article 6 shall be included as an original t
additional third party to ai~ arbitration whose interest or responsibility is insubstantial. Consent to arbitration @ additional penson or entity shall not constitute consent to arbitration of a Claim not described therein or with a pel
not named or described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with i
person or entity duly consented to by parties to the Agreement shall be specifically enforceable under applicabl
court having jurisdiction thereof.
4.6.5
demand all Claims then known to tllat party on which arbitration is permitted to be demanded.
4.6.6
entered upon it in accordance with applicable law in any court having jurisdiction thereof.
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Claims and Timely Assertion of Claims. The party filing a notice of demand for arbitration must
Judgment on Final Award. The award rendered by tlie arbitrator or arbitrators shall be final, and judg
ARTICLE 5 SUBCONTRACTORS
5.1 DEFINITIONS
5.1 .I A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of
the site. The term “Subcontractor” is referred to throughout the Contract Documents as if singular in number 1
Subcontractor or an authorized representative of the Subcontractor. The term “Subcontractor” does not includ
contractor or subcontractors of a separate contractor.
5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor 1
portion of the Work at the site, The term “Sub-subcontractor” is referred to throughout the Contract Documents as i
number and means a Sub-subcontractor or an authorized representative of the Sub-subcontractor.
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5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon
after award of the Contract, shall furnish in writing to the Owner through the Architect the names of perso
(including those who are to furnish materials or equipment fabricated to a special design) proposed for each princi 0 the Work. The Architect will promptly reply to the Contractor in writing stating whether or not the Owner or 1
after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Owner o
reply promptly shall constitute notice of no reasonable objection.
5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Archit1
reasonable and timely objection, The Contractor shall not be required to contract with anyone to whom the Contra1
reasonable objection.
5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, tl
shall propose another to whom the Owneror Architect has no reasonable objection. If-the proposed but-rejected h
was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or dec
difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commenc
substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be allowed for
unless the Contractor - has acted promptly and responsively in submitting names as required. +-
5.2.4
reasonable objection to such substitute.
5.3 SUBCONTRACTUAL RELATIONS
5.3.1 By appropriate agreement, written where legally required for validity, the Contractor shall require each S
to the extent of the Work to be performed by 'the Subcontractor, to be bound to the Contractor by terms of
Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibil
of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and Arc
subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Doc
respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rig1
allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit t @ remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the 0.
appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subconi
Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreemc
the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontract0
the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with
Documents. Subcontractors will similarly make copies of applicable portions of such documents available to the
proposed Sub-subcontractors.
5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS
5.4.1
The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner or An
Each subcontract agreement for a portion of tlie Work is assigned by the Contractor to the Owner provided
.l assignment is effective only after termination of the Contract by the Owner for cause pursuant to Pa
and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor ani
in writing; and
.2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contl
Upon such assignment, if the Work has been suspended for more than 30 days, the Subcontractor's compel 5.4.2
be equitably adjusted for increases in cost resulting from the suspension.
ARTICLE GCONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS
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6.1 .l The Owner resems the right to perform construction or operations related to the Project with the Owne
and to award separate contracts in connection with other portions of the Project or other construction or operati
under Conditions of the Contract identical or substantially similar to these including those portions related to
waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action
the Contractor shall make such Claim as provided in Paragraph 4.3.
6.1.2 When separate contracts are awarded for different portions of the Project or other construction or op
site, the term "Contractor" in the Contract Documents in each case sldl mean the Contractor who executes
Owner-ConLractor Agreement.
6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each sepa
with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with
contractors and the Owner in reviewing their construction schedules when directed to do so. The Contractor !
revisions to the construction schedule deemed necessary after a joint review and muN agreement. The constru
shall then constitute the schedules to be used by the Contractor, separate contractors and the Other until subseque
6.1.4 UnRess otherwise provided in the Contract Documents, when the Owner performs construction or opera1
the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligationsand to
rights which apply to the Contractor under the Conditions of tlie Contract, including, without excluding others,
Article 3, this Article 6 and Articles 10, 11 and 12.
6.2 MUTUAL RESPONSIBILITY
6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction
their materials and equipment and performance of their activities, and shall connect and coordinate th
construction and operations with theirs as required by tlie Contract Documents.
6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operatiom
or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptlq
Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such pr
and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separr a completed OH partially completed construction is fit and proper to receive the Contractor's Work, except as to dr
reasonably discoverable.
6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner which are payable
contractor kcause of delays, improperly timed activities or defective construction of the Contractor. The 0
responsible to the Contractor for costs incurred by die Contractor because of delays, improperly timed activities,
Work or defective construction of a separate contractor.
6.2.4
completed construction or to property of tlie Owner or separate contractors as provided in Subparagraph 10.2.5.
6.2.5
for the Contractor in Subparagraph 3.14.
6.3 OWNER'S RIGHT TO CLEAN UP
6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibili
respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, tk
clean up and the Architect will allocate the cost among those responsible.
0
The Contractor shall promptly remedy damage wrongfblly caused by the Contractor to complete1
The Owner and each separate contractor shall have the same responsibilities for cutting and patching a
ARTiCLE 7 CHANGES IN THE WORK
7.1 GENERAL
7.1.4 Changes in the Work may be accomplished after execution of the Contract, and witiiout invalidating thc
AIA DOCUMENT ASOlCENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - NA-COPYRIGHT 1997-1 INSTITUTE OF ARCHITFLTS, 1735 NEW YORK AVENUE N.W., WASHINGTON. D.C. 20006-5292. WARNING: Unlicensed photocop)
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Change Order, Construction Change Directive or order for a tninor chnge in tlie Work, subject to the liniitatiom
Article 7 and elsewhere in the Contract Documents.
7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Constn Directive quires agreement by the Owner and Architect and may or may not be agreed to by the Contractor, I
minor change in the Work may be issued by the Architect done.
7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and 1
shall proceedi promptly, unless otherwise provided in the Change Order, Construction Change Directive or ordc
change in the Work.
7.2 CHANGE ORDERS
7.2.1
stating their agreement upon all of the following:
0
A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor z
.I change in the Work;
.2 the amount of the adjustment, if any, in the Contract Sum; and
.3 &e extent of the adjustment, if any, in the Contract Time.
Methods used in determining adjustments to the Contract Sum may include those listed in Subparagraph ’
cc
7.2.2
7.3 CONSTRUCTION CHANGE DIRECTIVES
7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner a
directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time,
Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work withi
scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time b
accordingly.
7.3.2
7.3.3
one of the following methods:
@ A Construction Change Directive shall be used in the absence of total agreement on the terms of a Changc
If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall
.I mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating da
evaluation;
.2 unit prices stated in the Contract Documents or subsequently agreed upon;
.3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or perce
.4 as provided in Subparagraph 7.3.6.
7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change
involved and advise the Architect of the Contractor‘s agreement or disagreement with the method, if any, pro1
Construction Change Directive for determining the proposed adjustment in tlie Contract Sum or Contract Time.
7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the Contract0
including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreemi
effective immediately and shall be recorded as a Change Order.
\
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7.3.6 If the Contractor does not respond promptly or disagrees with tlie method for adjustment in the Con
method and the adjustment sldl be determined by the Architect on the basis of reasonable expenditures and si
performing the Work attributable to the change, including, in case of an increase in the Contract Sum, a reason
for overhead and profit. In such case, and also under Clause 7.3.3.3, the Contractor shall keep and present, in st
Architect may prescribe, an itemid accounting together with appropriate supporting data. unless othenvise I
Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: @
.1 costs of labor, including social security, old age and unemployment insurance, fringe benefi
agreement or custom, and workers' compensation insurance;
.2 costs of materials, supplies and equipment, including cost of transportation, whether incorporated o
- .3 rental costs of machinery and equipment, exclusive of hand tools, whetherxented from the-Contractc
.4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to *- -
.5 additional costs of supervision and field ofice personnel directly attributable to the change.
7.3.7 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change which r
decrease in the Contract Sum shall be actual net cost as confirmed by tlie Architect. When both additions and a
related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on t
increase, ifany, with respect to that change.
7.3.8 Pending final detennination of the total cost of a Construction Change Directive to the Owner, amounts
for such changes in the Work shall be included in Applications for Payment accompanied by a Change Order
parties' agreement with part or all of such costs. For any portion of such cost that remains in dispute, the Architecl
interim determination for purposes of monthly certification for payment for those costs. That determination of co
the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and ass
accordance with Article 4.
7.3.9 When the Owner and Contractor agree with the determination made by the Architect concerning the e
the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement sha
immediately and shall be recorded by preparation and execution of an appropriate Change Order.
7.4 MINOR CHANGES IN THE WORK
7.4.9 The Architect will have authority to order minor changes in tlie Work not involving adjustment in the Co
extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shi
by written order and slull be binding on the Owner and Contractor. The Contractor sliall cany out such v
promptly.
- a
ARTICLE 8 TIME
8.1 DEFlNlUlONS
8.1.1
Contract Documents for Substantial Completion of the Work.
8.1.2
8.1.3
Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, a
The date of commencement of the Work is tlie date established in the Agreement.
The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 9.8
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8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically
8.2 PROGRESS AND COMPLETION
8.2.1
Contractor confirms that the Contract Time is a reasonable period for performing the Work.
8.2.2 The Contractor sldl not knowingly, except by agreement or instruction of the Owner in writin@
commence operations on the site or elsewhere prior to tlie effective date of insurance required by Article 11 to b
the Contractor and Owner. The date of commencement of the Work sldl not be changed by the effective
insuaance. Unless the date of commencement is established by the Contract Documents or a notice to proceec
Owner, the Contractor shall notify the Owner in writing not less than five days or other agreed period before co
Work to permit the timely filing of mortgages, mechanic's liens and other security interests.
8.2.3
Contract Time.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If theContractor is delayed at any time in the commencement or progress of the Work by an act or
Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by cl~
the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond tl
control, or by delay authorized by the Owner pending mediation and arbitration, or by other causes which
determines may just@ delay, then the Contract Time shall be extended by Change Order for such reasonab
Architect may determine.
8.3.2
8.3.3
Contract Documents.
Time limits stated in the Contract Documents are of the essence of the Contract. By executing the 1 @
The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Complel
*- -
Claims relating to time shall be made in accordance with applicable provisions of Paragraph 4.3.
This Paragraph 8.3 does not preclude recovery of damages for delay by either party under other prc
ARTICLE 9 PAYMENTS AND COMPLETION
9.1 CONTMCT SUM
9.1.1
the Owner to the Contractor for perfonnance of die Work under the Contract Documents.
9.2 SCHEDULE OF VALUES
9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a schedule of valu
various portions of the Work, prepared in such fonn and supported by such data to substantiate its accuracy a!
may require. This schedule, unless objected to by die Architect, shall be used as a basis for reviewing th
Applications for Payment.
9.3 APPLICATIONS FOR PAYMENT
9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to tl
itemized Application for Payment for operations completed in accordance with the schedule of values. Such appli
notarized, if required, and supported by such &?ta substantiating the Contractor's right to payment as the Own(
may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage in the Contract Documents.
9.3.1.1 As provided in Subparagraph 7.3.8, such applications may include requests for payment on account of 1
Work which have been properly autliorized by Construction Change Directives, or by interim determinations of
but not yet included in Change Orders.
e
The Contract Sum is stated in tlie Agreement and, including authorized adjustments, is the total amoi
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9.3.1.2 Such applications may not include requests for payment for portions of the Work for which the Contr
intend to pay to a Subcontractor or material supplier, unless such Work has been performed by others whom 1
intends to pay.
9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials :
delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance 1
payment may similarly be made for materials and equipment suitably stored off the site at a location agreed ul:
Payment for materials and equipment stored on or off the site sNl be conditioned upon compliance by the C
procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or othenv
Owner's interest, and shall include the costs of applicable insurance, storage and transportation to the site for
and equipment stored off the site.
9.3.3 The Contractor wanants that title to all Work covered by an Application for Payment will pass to the (
than-the time of payment. The Contractor further. warrants that upon submittal of an Application for Paymen
which Certifcates for Payment have been previously issued and payments received from the Owner shall, to I
Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrar
the Contractor, Subcontractors, material suppliers, or otlier persons or entities making a claim by reason of h
a
labor, materials - and equipment relating to the Work. *-
9.4 CERTIFICATES FOR PAYMENT
9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, eithc
Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is pi
not& the Contractor and Owner in writing of the Architect's reasons for withholding ccrtification in whole
provided in Subparagraph 9.5.1.
9.4.2 The issuance of a Certificate for Payment will constitute a representation by tlie Architect to the Owner
Architect's evaluation of the Work and the data comprising the Application for Payment, that the Work has prc
point indicated and that, to the best of the Architect's knowledge, information and belief, the qudity of tk
accordance with the Contract Documents. The foregoing representations are subject to an evaluation of
conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests ,and i
correction of minor deviations from the Contract Documents prior to completion and to specific qualifications ex
Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractoi
payment in the amount certified. However, the issuance of a Certificate for Payment will not be a represent
Architect has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work
construction means, metliods, techniques, sequences or procedures, (3) reviewed copies of requisitions 1
Subcontractors and material suppliers and otlier &ita requested by the Owner to substantiate the Contractor's rig1
or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on
Contract Sunn.
9.5 DECISIONS TO WITHHOLD CERTIFICATION
9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably neces
the Owner, Kin the Architect's opinion the representations to the Owner required by Subparagraph 9.4.2 cannot b
Architect is unable to certify payment in the amount of the Application, the Architect will notify tlie Contractor :
provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect
issue a Certificate for Payment for the amount for which the Architect is able to make such representations to th
Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nul
or a part of I Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opir
the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omission!
Subparagraph 3.3.2, because of:
0
.1 defective Work not remedied;
.2 third party claims filed or reasonable evidence indicating probable filing of such claims unless sem
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to the Owner is provided by the Contractor,
.3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or qui^
.4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum;
.5 damage to the Owner or another contractor,
.6 reasonable evidence that the Work will not be completed within the Contract Time, and that the u
would not be adequate to cover actual or liquidated damages for the anticipated delay; or
.7 persistent failure to cany out the Work in accordance with the Contract Documents.
When the above reasons for withholding certification are removed, certification -will be made for-amou
0
9.5.2
withheld.
9.6 PROGRESS PAYMENTS
9.6.1
time provided in the Contract Documents, and shall so notify the Architect.
9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out t
paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Su
entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontract1
the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontra
payments to Sub-subcontractors in a similar manner.
9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information regarding p
completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner t
portions of the Work done by such Subcontractor.
9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a
except as may otherwise be required by law.
9.6.5
9.6.4.
9.6.6
not constitute acceptance of Work not in accordmce with the Contract Documents.
9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract S
received by the Contractor for Work properly performed by Subcontractors and suppliers sl~l be held by the (
those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with the (
which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separat
not commingled with money of the Contractor, shall create any fiduciary liability or tort liability on the part oft
for breach of trust or sliall entitle any person or entity to an award of punitive damages against the Contractor for
requirements of this provision.
9.7 FAILURE OF PAYMENT
9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within se'
receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days
established in the Contract Documents the amount certified by the Architect or awarded by arbitration, then t
may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment of the :
has been received. The Contract Time shall be estended appropriately and the Contract Sum shall be increased 1
After @e Architect has issued a Certificate for Payment, the Owner shall make payment in the Ipanner i
0
Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9.
A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by th
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of the Contractor's reasonable costs of shutdown, delay and start-up, plus interest as provided for in the Contract
9.8 SUBSTANTIAL COMPLETION
9.8.4 Substantial Completion is the stage in the progress of the Work when the Work or designated port
sufficiently complete in accordance with the Contract Documents so tllat the Owner can occupy or utilize the
intended use.
9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept
substantially complete, the Contractor sldl prepare and submit to the Architect a comprehensive list of items to or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the
complete all Work in accordance with tlie Contract Documents.
9.8.3 Upn receipt of the Contractor's list, the Architect will make an inspection to determine whether
designated portion thereof is substantially complete. If the Architect's inspection discloses any item, whether or n
the Contractor's list, which is not suffkiently complete in accordance with the Contract Documents so that tl
occupy or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before is
Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. In j
Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completioi
9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a
Substantial Completion which shall establish the date of Substantial Completion, shall establish responsibilities
and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time
the Contractor shall finish all item on the list accompanying the Certificate. Warranties required by the Contrz
shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwi
the Certificate of Substantial Completion.
9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their writ1
of responsibilities assigned to them in such Certificate. Upon such acceptance and consent of surety, if any, thi
make payment of retainage applying to such Work or designated portion thereof. Such payment shall be adjusted
is incomplete or not in accordance with the requirements of the Contract Documents.
9.9 PARTIAL OCCUPANCY OR USE
9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any sta
portion is designated by separate agreement with the Contractor, provided such occup,ancy or use is consented to
as required under Clause 11.4.1.5 and authorized by public authorities luving jurisdiction over the Work.
occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and C
accepted in writing the responsibilities assigned to each of them for payments, retaimge, if any, security, main
utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of
commencement of warranties required by the Contract Documents. When the Contractor considers a portio1
complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. 1
Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the '
determined by written agreement between the Owner and Contractor or, if no agreement is reached, by d
Architect.
9.9.2
to be occupied or portion of the Work to be used in order to determine and record the condition of the Work.
9.9.3
acceptance of Work not complying with the requirements of the Contract Documents.
9.10
9.10.1
8
0
Immediately prior to such partial occupancy or use, tlie Owner, Contractor and Architect shall jointly ir
Unless otherwise agreed upon, partial occupancy or use of a portion or portions of tlie Work shall
FINAL COMPLETION AND FINAL PAYMENT
Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon rec
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Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the WI
under the Contract Docurnents and the Contract fully performed, the Architect will promptly issue a final (
Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Arc1
visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract D
that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The A
Certificate for Payment will constitute a further representation that conditions listed in Subparagraph 9.10.2 as PI
Contractor's being entitled to final payment have been fulfilled.
9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor 2
Architect (1) an affidavit that payrolls, bills for materials and equipment, and otlier indebtedness connected with
which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Own
paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to re
after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior
has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the
not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final pa)
if required by the Owner, otlier data establishing payment or satisfaction of obligations, such as receipts, releases :
liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such for
designated by the Owner. If a Subcontractor refuses to firmish a release or waiver required by the Ownqt&e C
furnish a bonhsatisfactory to the Owner to indemnify the Owner against such lien. If such lien remains un
payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay 1
such lien, including all costs and reasonable attorneys' fees.
9.10.3 If, &er Substantial Completion of the Work, final completion thereof is materially delayed through I
Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Own
application by the Contractor and certification by the Architect, and without terminating the Contract, make p
balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fi
or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the v,
of surety to payment of the bal'ance due for that portion of the Work fully completed and accepted shall be sut
Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms a
governing fid payment, except that it shall not constitute a waiver of claims.
9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from:
-1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled;
.2 failure of the Work to comply with the requirements of the Contract Documents; or
.3 terms of special warranties required by the Contract Documents.
9.1 0.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a wz
by that payee except those previously made in writing and identified by that payee as unsettled at the time of fin,
for Payment.
@
0
ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
10.1.1 The Contractor sldl be responsible for initiating, maintaining and supervising all safety precautions an
connection with the performance of the Contract.
10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protecti
damage, injury or loss to:
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.l employees on the Work and other persons who may be affected thereby;
.2 the Work and materials and equipment to be incorporated therein, whether in storage on or off t
care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors; a
.3 other property at the site or adjacent thereto, sucli as trees, shrubs, lawns, walks, pavements, roadw
and utilities not designated for removal, relocation or replacement in the course of construction.
e
10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and la
public authorities bearing on safety of persons or property or their protection froin damage, injury or loss.
10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of
reasonable safeguards for safety and protection, including posting danger signs and other warnings ag:
promulgating safety regulations and notifjling owners and users of adjacent sites and utilities.
10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are
execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervisic
qualified personnel. - t-
10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under prop
required by the Contract Documents) to property referredto in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or
Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or
whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, t
or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by eitl
by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the C
foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.18.
10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whost
tlie prevention of accidents. This person shall be tlie Contractor's superintendent unless otherwise designated by
in writing to the Owner and Architect.
10.2.7 The Contractor shall not load or pennit any part of the construction or site to be loaded so as to endange
- e
10.3 HAZARDOUS MATERIALS
10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons re
material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on
Contractor, the Contractor shill, upon recognizing the condition, immediately stop Work in the affected area
condition to the Owner and Architect in writing.
10.3.2 The Owner shall obtain the services of a licensed laboratory to verify tlie presence or absence of U
substance reported by the Contractor and, in the event sucli material or substance is found to be present, to ve
been rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in
Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying t
absence of such material or substance or who are to perform tlie task of removal or safe containment of su
substance. The Contractor and the Architect will promptly reply to tlie Owner in writing stating whether or
reasonable o0Jection to the persons or entities proposed by the Owner. If either tlie Contractor or Architect has ar
person or entity proposed by tlie Owner, tlie Owner sliall propose another to whom the Contractor and the Arc
reasonable 00jection. When the material or substance has been rendered harmless, Work in the affected area slml
written agreement of the Owner and Contractor. The Contract Time shall be extended appropriately and the Conl
be increased in the amount of the Contractor's reasonable additional costs of shutdown, delay and start-up, whic
sliall be accomplished as provided in Article 7.
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10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, 5
Architect, Architect's consultants and agents and employees of any of them from and against claims, dame
expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work
area if in fact the material or substance presents the risk of bodily injury or death as described in Subparagraph
not been rendered harmless, provided tlut such claim, damage, loss or expense is attributable to bodily injury, sic @ or death, or to injury to or destruction of tangibIe property (other than the Work itself) and provided that such d
expense is not due to the sole negligence of a party seeking indemnity.
10.4
Contractor unless such materials or substances were required by tlie Contract Documents.
10.5 If, without negligence on the part of the Contractor, the Contractor is held liable for the cost of rei
hazardous material or substance solely by reason of performing Work as required by the Contract Documents, tl
indemnify the Contractor for all cost and expense thereby incurred.
10.8 EMERGENCIES
10.6.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's
prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Gontrac
of an emergency shall be determined as provided in Paragraph 4.3 and Article 7.
The Owner shall not be responsible under Paragraph 10.3 for materials and substances brought to 1
ARTICLE 11 INSURANCE AND BONDS
11.1 CONTRACTORS LlABlLiTY INSURANCE
41.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to
the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set fort
may arise out of or result from the Contractor's operations under the Contract and for which the Contractor I
liable, whether such operations be by tlie Contractor or by a Subcontractor or by anyone directly or indirectly en
of them, or by anyone for whose acts any of them may be liable:
.1 claims under workers' compensation, disability benefit and other similar ~ employee benefit at
applicable to the Work to be performed;
.2 claims for damages because of bodily injury, occupational sickness or disease, or death of th
employees;
.3 claims for damages because of bodily injury, sickness or disease, or death of any person other than tl
employees;
.4 claims for damages insured by usual personal injury liability coverage;
.5 claims for damages, other than to tlie Work itself, because of injury to or destruction of tan1
including loss of use resulting therefrom;
.6 claims for damages because of bodily injury, death of a person or property damage arising out
maintenance or use of a motor vehicle;
.7 claims for bodily injury or property dxnage arising out of completed operations; and
.8 claims involving contractual liability insurance applicable to the Contractor's obligations under Para
0
11 .l.2 The insurance required by Subparagraph 11.1.1 shdl be written for not less than limits of liability sl
Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an
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claims-made basis, shall be maintained without interruption from d7te of commencement of the Work until
payment and termination of any coverage required to be tnaintained after final payment.
11 .1.3 Celnifcates of insurance acceptable to the Owner shall be filed with the Owner prior to commencemen
These certificates and the insurance policies required by this Paragraph 1 I. 1 shall contain a provision that cove
under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has bee
Owner. If any of the foregoing insurance coverages are required to remain in force after final payment and *
available, an additional certificate evidencing continuation of such coverage shall be submitted with the final I
Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage on account of rei
claims paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable 1
accordance with the Contractor's information and belief.
11.2 OWNER'S LIABILITY INSURANCE
11.2.1 The Owner shall be responsible for purch,asing and maintaining the Owner's usual liability insurance.
11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE
11.3.1 Optionally, the Owner may require the Contractor to purcliase and maintain Project Management Prott
insurance from the Contractor's usual sources as primary coverage for the Owner's, Contractor's an&Archit
liability for co!istruction operations under tlie Contract. Unless otherwise required by the Contract Documents, tl
reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaining such optit
coverage, and the Contractor shall not be responsible for purchasing any other liability insurance on behalf of th
minimum limits of liability purchased with such coverage shall be equal to the aggregate of the limits required fa
Liability Insurance under Clauses 11.1.1.2 though 11.1.1.5.
11 3.2 To the extent &images are covered by Project Management Protective Liability insurance, the Owner, C
Architect waive all rights against each other for &images, except such rights as they may have to the pro
insurance. The policy shall provide for such waivers of subrogation by endorsement or otherwise.
11.3.3 The Owner shall not require the Contractor to include the Owner, Architect or other persons or entities
insureds on the Contractor's Liability Insurance coverage under Paragraph 11.1.
11.4 PROPERTY INSURANCE
11.4.1 Unless otherwise provided, tlie Owner shall purchase and maintain, in a company or companies lawfully
do business in the jurisdiction in which the Project is located, property insurance written on a builder's rid
equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract modificatio
materials supplied or installed by others, comprising total value for the entire Project at the site on a replacem
without optional deductibles. Such property insurance shall be maintained, unless otherwise provided in
Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insuranl
payment has been made as provided in Paragraph 9.10 or until no person or entity other than the Owner ha!
interest in the property required by this Paragraph 11.4 to be covered, whichever is later. This insurance shall inc
of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the Project.
11.4.1 .l Property insurance shall be on an "all-risk" or equivalent policy form and shall include, without limitati
against the perils of fire (with extended coverage) and pliysical loss or damage including, without duplication of cc
vandalism, malicious mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary '
debris removal including demolition occasioned by enforcement of any applicable legal requirements, anc
teasonable compensation for Architect's and Contractor's services and expenses required as a result of such insured
11.4.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and w
coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commenc
Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subco
Sub-subcontractors in the Work, and by appropriate Change Order tlie cost thereof shall be charged to the (
Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described ab01
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notifying the Contractor in writing, then the Owner shall bew all reasonable costs properly attributable thereto.
11.4.1.3 If the property insurance requires deductibles, the Owner sldl pay costs not covered because of such dt
11.4.1.4 This property insurance shall cover portions of the Work stored off the site, and also portions of the Wa
11.4.1.5 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence until the insurano
companies providing property insurance have consented to sucli partial occupancy or use by endorsement or o
Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or compan
without mutual written consent, take no action with respect to partial occupancy or use that would cause cancell;
reduction of insurance.
11.4.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insui
by the Contract Documents or by law, which shall specifically cover such insured objects during installation a
acceptance 0y the Owner, this insurance shall include interests of the Owner, Contractor, Subcoi
Sub-subcontractors in the Work, and the Owner and Contractor shall be named insureds.
11.4.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and maintain such ir&ptance
the Owner agah loss of use of the Owner's property due to fire or other hazards, however caused. The Owner w:
of action against the Contractor for loss of use of the Owner's property, including consequential losses due tc
hazards however caused.
11.4.4 If the Contractor requests in writing that insurance for risks other than those described herein or other spc
loss be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cos
be charged to the Contractor by appropriate Change Order,
11.4.5 If during the Project construction period the Owner insures properties, real or personal or both, at or a
site by property insurance under policies separate from those insuring the Project, or if after final payment propen
to be provided on the completed Project through a policy or policies other than those insuring the Proje
construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.4.7 for &
by fire or other causes of loss covered by this separate property insurance. All separate policies shall provide
subrogation by endorsement or otherwise.
11.4.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each poliq
insurance coverages required by this Paragraph 11.4. Each policy shall contain all generally applicable conditio1
exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not
allowed to expire, and that its limits will not be reduced, until at least 30 days' prior written notice has beel
Contractor.
11.4.7 Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and
subcontractors, sub-subcontractors, agents and employees, each of the other, and (2) the Architect, Architect
separate conmctors described in Article 6, if any, and any of their subcontractors, sub-subcontractors, agents a
for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pu
Paragraph 11.4 or other property insurance applicable to the Work, except such rights as they have to pro
insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Archite
consultants, separate contractors described in Article 6, if any, and the subcontractors, sub-subcontractor
employees of any of them, by appropriate agreements, written where legally required for validity, similar waiven
of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement 01
waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise
indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whet
person or entity had an insurable interest in the property damaged.
11.4.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made
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Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable morl
and of Subparagraph 11.4.10. The Contractor shall pay Subcontractors tlieir just shares of insurance proceeds rec
Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontrac
payments to their Sub-subcontractors in similar manner.
11.4.9 If quired in writing by a party in interest, the Owner as fiduciary shall, upon occmnce of an insured lo
for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds
fiduciary. The Owner shall deposit in a separate account proceeds so received, wliich the Owner shall distribute i
with such agreement as the parties in interest may reach, or in accordance with an arbitration award in wh
procedure shall be as provided in Paragraph 4.6. If after such loss no other special agreement is made and unle!
terminates the Contract for convenience, replacement of damaged property shall be performed by the Cor
notification of a Change in the Work in accordance with Article 7.
11.4.1 0 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parti
shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such objec
the dispute shall be resolved as provided in Paragraphs 4.5 and 4.6. Tlie Owner as fiduciary shall, in the case o
make settlement with insurers in accordance with directions of the arbitrators. If distribution of insurance
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arbitration is required, - the arbitrators will direct such distribution. --
11.5 PERFORMANCE BOND AND PAYMENT BOND
11.5.1 The Owner shall have the right to require the Contractor to furnish bonds covering faitllful perforr
Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically re(
Contract Documents on the date of execution of the Contract.
11.5.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering
obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit
made.
ARTICLE 12 UNCOVERING AND CORRECTION OF WORK @ 12.1 UNCOVERING OF WORK
12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically exp
Contract Documents, it must, if required in writing by the Architect, be uncovered for the Architect's examin
replaced at the Contractor's expense without change in the Contract Time.
12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to examin
being covered, the Architect may request to see such Work and it shall be uncovered by tlie Contractor. If sucl
accordance with the Contract Documents. costs of uncovering and replacement shall, by appropriate Change Or(
Owner's expense. If such Work is not in accordance with the Contract Documents, correction shall be at the
expense unless the condition was caused by tlie Owner or a separate contractor in wliich event tlie Owner shall b
for payment of such costs.
12.2 CORRECTION OF WORK
12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION
12.2.1.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the req
the Contract Documents, whether discovered before or after Substantial Completion and whether or not fabricated
completed. Costs of correcting such rejected Work, including additional testing and inspections and compens
Architect's services and expenses made necessary thereby, shall be at tlie Contractor's expense.
12.2.2 AFTER SUBSTANTIAL COMPLETION
12.2.2.1 In addition to tlie Contractor's obligations under Paragraph 3.5, if, within one year after the date o
Completion off the Work or designated portion thereof or after the date for commencement of warranties estab
Subparagraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of
AIA DOCUMENT MOICENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 - T
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found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it p
receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written z
such condition. The Owner sldl give such notice promptly after discovery of the condition. During the one-ye;
correction of Work, if the Owner fails to not@ tlie Contractor and give the Contractor an opportunity to make tl
the Owner waives the rights to require correction by the Contractor and to make a claim for breach of w;il
Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of no1
Owner or Architect, the Owner may correct it in accordance with Paragraph 2.4.
12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first pel
Substantial Completion by the period of time between Substantial Completion and the actual performance of the W
12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by t.€
pursuant to this Paragraph 12.2.
12.2.3 The Contractor shall remove from tlie site portions of the Work which are not in accordance with the rec
the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner.
12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether gmpletec
completed, of ihe Owner or sep'arate contractors caused by the Contractor's correction or removal of Work wh
accordance with the requirements of the Contract Documents.
12.2.5 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of limitation with res
obligations which the Contractor might have under the Contract Documents. Establishment of the one-yea
correction of Work as described in Subparagraph 12.2.2 relates only to the specific obligation of the Contractor 1
Work, and has no relationship to the time within which the obligation to comply with tlie Contract Documents maj
be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability w
the Contractor's obligations other than specifically to correct tlie Work.
12.3 ACCEPTANCE OF NONCONFORMING WORK
12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Dc
Owner may do so instead of requiring its removal and correction, in which case tlie Contract Sum will bc
appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made.
rl)
4B
ARTICLE 13 MISCELLANEOUS PROVISIONS
13.1 GOVERNING LAW
13.1 .I The Contract shall be governed by the law of the place where tlie Project is located.
13.2 SUCCESSORS AND ASSIGNS
13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal repn
the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect
agreements and obligations contained in the Contract Documents. Except as provided in Subparagraph 13.2.2, ne
the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to 1
assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under 1
13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an institutional lend
construction financing for die Project. In such event, the lender sliall assume the Owner's rights and obligatio
Contract Documents. The Contractor shall execute all consents reasonably required to facilitate wch assignment.
13.3 WRITTEN NOTICE
13.3.9 Written notice shall be deemed to have been duly served if delivered in person to the individual or a IT
firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registere
mail to the last business address known to the party giving notice.
AIA DOCWENT A201GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 -'I STITLJTE OF ARCHITECTS. 1735 NEW YORK AVENUE N.W., WASHINGTON. D.C. 20006-5292. WARNING: Unlicmsed photocopy
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13.4 RIGHTS AND REMEDIES
13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereund
addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. o 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or
them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breac
except as may be specifically agreed in writing.
13.5 TESTS AND INSPECTIONS
13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by law
rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unl
provided, the Contractor shall make arrangements for such tests, inspections and approvals with an indepe
laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related
inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inq
be made so that the Architect may be present for such procedures. The Owner shall bear costs of tests, inspection
which do not become requirements until after bids are received or negotiations concluded.
13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work req~
testing, inspection or approval not included under Subparagraph 13.5.1, the Architect will, upon written authorizi
Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an en1
to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspect
made so that the Architect may be present for such procedures. Such costs, except as provided in Subparagraph 1.
at the Owner's expense.
13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal
portions of the Work to comply with requirements established by the Contract Documents, all costs made nece
failure including those of repeated procedures and compensation for the Architect's services and expenses SI
Contractor's expense.
13.5.4 Required certificates of testing, ins&tion or approval shall, unless otherwise required by the Contract 1
secured by the Contractor and promptly delivered to the Architect.
13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Arc
so promptly and, where practicable, at the nontd place of testing.
13.5.6 Tea or inspections conducted pursuant to tlie Contract Documents shall be made promptly to avoid
delay in the Work.
13.6 INTEREST
13.6.1 Payments due and unpaid under the Contract Documents shall bear interest from the dite payment is dl
as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to tim
where the Project is located.
13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD
13.7.1 As between the Owner and Contractor:
.l
-
II)
Before Substantial Completion. As to acts or failures to act occumng prior to tlie relevant date
Completion, any applicable statute of limitations slall commence to run and any alleged cause of a
deemed to have accrued in any and all events not later than such date of Substantial Completion;
.2 Between Substantial Completion and Final Certificate for Payment. As to acts or failures to
subsequent to the relevant date of Substantial Completion and prior to issuance of the final (
AIA DOCUMENT AZOl-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDlTlON -&A - COPYRIGHT 1997 -1 STITLTTE: OF ARCHITECTS. 1735 NEW YORK AVENUE N.W.. WASHINGTON, D.C. 20006-5292. WARNING Unlicensed photocop!
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Payment, any applicable statute of liinitations shall commence to run and any alleged cause of ac
deemed to have accrued in my and all events not later tlm the date of issuance of the final C
Payment; and
.3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date (
the final Certificate for Payment, any applicable statute of limitations sldl commence to run an(
cause of action shall be deemed to have accrued in any and all events not later than the date of any ac
act by the Contractor pursuant to any Warranty provided under Paragraph 3.5, the date of any con
Work or failure to correct the Work by the Contractor under Paragraph 12.2, or the date of actual CI
any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occu
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ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT
14.1 TERMINATION BY THE CONTRACTOR
14.111 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days U
or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other perso
performing prtions of the Work under direct or indirect contract with the Contractor, for any of the following reas
.1 isSuance of an order of a court or other public authority having jurisdiction which requires all Work tc
.2 an act of government, such as a declaration of national emergency which requires all Work to be stop
.3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of
withholding certification as provided in Subparagraph 9.4.1, or because the Owner has not made
Certificate for Payment within the time stated in the Contract Documents; or
.4 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonab
required by Subparagraph 2.2.1.
--
14.1.2 ??le Contractor may terminate the Contract if, through no act or fault of the Contractor or a :
Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work u
indirect contract with the Contractor, repeated suspensions, delays or intemptions of tlie entire Work by 1
described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total number of days
completion, or 120 days in any 365-day period, whichever is less.
14.1.3 If one of the reasons described in Subparagraph 14.1.1 or 14.1.2 exists, the Contractor may, upon seven
notice to the Owner and Architect, terminate the Contract and recover from tlie Owner payment for Work exe
proven loss with respect to materials, equipment, tools, and construction equipment and machinery, includii
overhead, profit and damages.
14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor or a
or their agents or employees or any other persons performing portions of the Work under contract with the Con?
the Owner has persistently failed to fulfill tlie Owner's obligations under the Contract Documents with resp
important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the (
Architect, terminate the Contract and recover from the Owner as provided in Subparagraph 14.1.3.
14.2 TERMINATION BY THE OWNER FOR CAUSE
14.2.1 The Owner may terminate the Contract if the Contractor:
.1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materi:
.2 fails to make payment to Subcontractors for materials or labor in accordance with the respecti
between the Contractor and the Subcontractors;
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AIA DOCUMENT MOI-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRlJCTlON - 1997 EDITION - AIA - COPYRIGHT 1997- INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON. D.C. 20006-5292. WARNING Unlicensed photocop
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.3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having ju
.4 othenvise is guilty of substantial breach of a provision of the Contract Documents.
14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect that sufficient c%
just.@ such action, may without prejudice to any other rights or remedies of the Owner and after giving the Con&
Contractor's surety, if any, seven days' written notice, tenninate employment of the Contractor and may, subject
rights of the surety:
.1 take possession of the site and of all materials, equipment, tools, and construction equipment an
thereon owned by the Contractor,
.2 accept assignment of subcontracts pursuant to Paragraph 5.4; and
.3 finish the Work by whatever reasonable method the Owner may deem expedient. Upon request of th
the Owner shall finish to the Contractor a detailed accounting of the costs incurred by the (&mer in
0
Work.
14.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.2.1, the COI
not be entitled to receive hrther payment until the Work is finished.
14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compens
Architect's services and e>cpenses made necessary thereby, and other damages incurred by the Owner and not e,qr
such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid bal'ance, the Contractor
difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be cei
Architect, upon application, and this obligation for payment shall survive termination of the Contract.
14.3
14.3.1 The Owner may. without cause, order the Contractor in writing to suspend, delay or interrupt the Work i
part for such period of time as the Owner may detennine.
14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by susp
or interruption as described in Subparagrapli 14.3.1. Adjustment of the Contract Sum sliall include profit. No adji
be made to the extent:
SUSPENSION BY THE OWNER FOR CONVENIENCE 0
.l that performance is, was or would have been so suspended, delayed or interrupted by another cause
Contractor is responsible; or
.2 that an equitable adjustment is made or denied under another provision of the Contract.
14.4 TERMINATION BY THE OWNER FOR CONVENIENCE
14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause.
14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Cont
.1 cease operations as directed by the Owner in the notice;
.2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work;
.3 except for Work directed to be performed prior to the elTective date of termination stated in the noti
DOCUMENT A201CENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - 1997 EDITION - AIA - COPYRIGHT 1997 -T
STITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W.. WASHINGTON. D.C. 20006-5292. WARNING: Unlicensed pholocopy
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all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orc
14.4.3 Ln case of such termination for the Owner's convenience, the Contractor shall be entitled to receive pay
executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on 0 executed.
t- -
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4B
SUPPLEMENTAL PROVISIONS TO 0 AIA A201,1997 EDITION
The following are provisions that supplement the terms of the AIA A201, “General Conditic
Contract for Construction,” 1997 Edition. In the event there is a conflict between the term
below, and the AIA A201 document, the terms set forth below will prevail.
The term “add” indicates that the text that follows shall be added to the article referenced.
“new” indicates that the text that follows shall be inserted as a new article. The term “replace
that the text that follows shall replace the article referenced. The term “delete” indicate
referenced article shall be deleted from the terms of the General Conditions.
Article 1.2.4 - new;
The contract documents are complementary and what is required by one shall be as bii
required by all. The whole of the contract documents are to be taken together, so as to give i
every part, if reasonably practicable, each clause helping to interpret the other.
Article 3.3.4 - new;
contractor is responsible for reviewing and coordinating the work of and between his subc
This review and coordination includes, but is not limited to, resolution of any inconsistencies,
omissions. e
Article 3.4.3 - replace;
The Contractor and subcontractors shall at all time enforce strict discipline and good order ai
employees and shall not employ on work any unfit person or anyone not skilled in work assigi
such person. It shall be the responsibility of the Contractor to ensure compliance with this ar
Any person in the employ of the Contractor or subcontractors whom the Owner may deem in1
or unfit shall be excluded from the work site and shall not again be employed on it except wit1
consent of the Owner.
Article 3.5.2 - new; All work shall be warranted for one (1) year, unless othelwise noted, after recordation of a Substantial Completion” and any faulty work or materials discovered during the warranty p be repaired or replaced by the Contractor, at its expense. Twenty-five percent of ti performance bond shall be retained as a warranty bond for the one-year warranty period.
Article 3.7.1 - replace;
Except as specified herein the Owner will obtain, at no cost to the Contractor, all encroach1
of-way, grading, and building permits necessary to perform work for this contract on Owner
streets, highways (except State highway right-of-way), railways or other rights-of-way. Cont
not begin work until all permits incidental to the work are obtained. The Contractor shall Obfi
for all permits for the disposal of all materials removed from the project. The cost of said per
e- r,s 09/15/99 Contract No.: 33841 Page 1
*
be included in the price bid for the appropriate bid item and no additional compensation will
therefor. e
Article 3.9.2 - new; The Contractor shall employ a competent Superintendent who is 100% commitment to the pr
be in attendance at the Project site at all times during the performance of the Work. The Superintendent shall have a minimum of five (5) years of experience performing Superintend1
on similar size and types of projects. A resume for the proposed Superintendent shall be sut
%he Owner for approval with in ten (10) calendar days from the date of award of Contract. Th has the right to reject the proposed individual and request the Contractor to propose another Superintendent who is competent and experienced in supervising projects of this size and tyl
Article 3.10.1.1 - new;
Refer to Specification Section 0131 5 “Schedule And Reports” for requirements pertair
preparation, acceptance, updating, and final submittal of the Contractor’s Construction Schec
Article 3.1 2.8 - add:
When submitted for the Architect’s review, Shop Drawings shall bear the Contractor‘s certil he has reviewed, checked, and approved the Shop Drawings and that they are in conformar requirements of the Contract Documents. The Contractor shall subscribe to and shall following certification on all submittals:
“I hereby certify that the (equipment, material) shown and marked in this submittal is that 1 be incorporated into this Project, is in compliance with the Contract Documents, can be ins
allocated spaces, and is submitted for approval.
By: Title:
Date:
Company Name:
Article 4.3.7.1.1 - new;
The Contractor may be granted compensation for additional on site costs resulting from critic schedule delays that are caused solely by the Owner, that are not concurrent with any delay$
the Contractor, adverse weather or other delays for which the Owner is not responsible. Tht
will not be compensated for off site or home office expenses.
Article 4.3.7.2 - Replace;
If adverse weather conditions are the basis for a Claim for a Contract Time extension, such ( be documented by data substantiating that weather conditions had an adverse effect on the completion. The Contractor will not be entitled to a financial adjustment associated with a C Time extension resulting from adverse weather conditions.
Article 5.2.5 - new;
Should the Contractor fail to adhere to the provisions requiring the Contractor to not subc
single subcontractor more than 50 percent of the contract price with its own organization,
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may at its sole discretion elect to cancel the contract or to deduct an amount equal to 10 per1
value of the work performed by a single subcontractor in excess of 50 percent of the contr
The City Council shall be the sole body for determination of a violation of these provisior
proceedings under this section, the prime contractor shall be entitled to a public hearing befo
Council and shall be notified ten (10) days in advance of the time and location of said he;
determination of the City Council shall be final.
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Article 8.1.5 - new;
Unless otherwise approved in writing by the Owner, the hours of work shall be a consecutive
work day (plus appropriate breaks and lunch) between the hours of 7:OO a.m. and 10:C
Mondays through Fridays and 7:OO a.m. to 4:OO p.m. on Saturdays, excluding Owner holic
Contractor shall obtain the written approval of the Owner if the Contractor desires to work 01
hours or at any time during weekends and/or holidays. This written permission must be c
least 48 hours prior to such work. The Owner may approve work outside the hours and/or c
herein when, in hidher sole opinion, such work conducted by the Contractor is beneficial 1
interests of the Owner. The Contractor shall pay the inspection and construction managemer
cost of such work. The premium cost for overtime work will be back charged to the Contract1
of $200 per hour, with a four (4) hour minimum on Sundays and Holidays.
Article 8.2.3.1 - new;
The Contractor shall begin work within 7 calendar days after receipt of the “Notice to Proceed
0 Article 8.2.3.2 -new;
The Contractor shall diligently prosecute the work to achieve Substantial Completion
calendar days after the starting date specified in the Notice to Proceed for Phase I.
Contractor may propose, and the Owner may choose, to accept Contractor’s Proposed Contr
Schedule reflecting Contract Time less than the specified 60 calendar days for Phase I, and 2
calendar days for Phase II; provided the Owner is satisfied the Proposed Contract Schedule i
correct and the Owner and all other entities, public and private, which interface with the proje
able to comply with the performance requirements of the Proposed Contract Schedule.
AS a condition of the Owner’s acceptance of the Proposed Contract Schedule, one half of the
in duration between the specified 60 day Contract Duration for Phase I and 21 day Contract fc
11, and the Proposed Contract Schedule will be made available to the Owner as an Owner’s 7
Contingency. The Owner’s Time Contingency may be used to offset Owner caused delays to
Proposed Contract Schedule. The Owner’s Time Contingency shall be a unique schedule ac
inserted in the Contract Schedule following the Project Completion milestone activity. In the t
Owner delays the Project Completion, the duration of the Owner’s Time Contingency activity ’
decreased and the Project Completion milestone activity will be adjusted. The Owner will issk
change order reflecting said adjustment to the Contract Schedule. The Cclntractor will not be
financial compensation for said Project Completion adjustment.
The float for a sequence of activities prior to the project completion, as indicated in the accep
Contract Schedule, will be used for the benefit of the project. This float is available to the Ov
the Contractor, whom ever effects the schedule and absorbs the float first.
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Article 8.4 “Liquidated Damages” - new;
For each consecutive calendar day in excess of the time specified for completion of Work, a in accordance with Article 8.3, the Contractor shall pay the owner, or have withheld monies
sum of Two Thousand Dollars ($2,000).
Execution of the Contract shall constitute agreement by the Owner and Contractor that Two
Dollars ($2,000) per day is the minimum value of costs and actual damages caused by the
to complete the Work within the allotted time. Any progress payments made after the
completion date shall not constitute a waiver of this paragraph or of any damages.
For each consecutive calendar day in excess of the time specified for completion of the Pha!
as adjusted in accordance with Article 8.3, the Contractor shall pay the Owner, or have withhc
due it, the sum of Five Hundred Dollars ($500).
Execution of the Contract shall constitute agreement by the Owner and Contractor that Fiv
Dollars ($500) per day is the minimum value of costs and actual damages caused by the Co
complete the Work within the allotted time. Any progress payments made after the
completion date shall not constitute a waiver of this paragraph or of any damages.
Article 8.5 “Incentives” - new;
For each consecutive calendar day the work is completed prior to the time specified for COI
the Phase I Work, as adjusted in accordance with Article 8.3, the Owner shall pay the Co
have monies added by change order, the sum of Two Thousand Dollars ($2,000).
For each consecutive calendar day the work is completed prior to the time specified for COI
the Phase II Work, as adjusted in accordance with Article 8.3, the Owner shall pay the Co
have monies added by change order, the sum of Five Hundred Dollars ($500).
Execution of the Contract shall constitute agreement by the Owner and Contractor that Two
Dollars ($2,000) per day for Phase I and Five Hundred Dollars ($500) per day for Phas
minimum value of actual incentives by the Contractor to complete the Work prior to the allotte
Article 9.3.2 - add;
Qelivered Materials. 100% of the cost of materials and equipment of long lead items great(
weeks lead time delivered but not incorporated into the work may be included in the progre:
provided the materials or equipment are stored in a locked, secure manner, and the owner h:
written documentation that the materials or equipment have been delivered to the site.
authorizing payment for these materials or equipment in no way implies that the own
responsibility for the quantity, condition, or the appropriateness of the materials or equipn
project. The contractor must provide a materials only item on the schedule of values f
request to be considered.
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Article 9.6.1 - replace;
Within Five (5) working days following the end of the month, the Contractor shall complete tt
progress payment request with adequate justification supporting the amount of payment
Upon receipt of the payment request, the Owner shall, as soon as practicable after receipt,
whether the payment request is a proper payment request. If the Owner determines that th
request is not proper, then the request shall be returned to the Contractor as soon as pract
not later than seven (7) days after receipt. The returned request shall be accompanied by a
setting forth in writing the reasons why the payment request was not proper. In conform
Public Contract Code Section 20104.50, the City shall make payments within thirty (30) @
*w %# 09/15/99 Contract No.: 33841 Page 1
receipt of an undisputed and properly submitted payment request from the Contractor. If pi
the undisputed payment request is not made within thirty (30) days after receipt by the Owner
City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivis
Section 685.010 of the Code of Civil Procedure.
Article 9.6.1.1 - new; The Owner shall retain 10 percent of such estimated value of the work done and 10 per(
value of materials so estimated to have been furnished and delivered and unused or furr
stored as aforesaid as part security for the fulfillment of the contract by the Contractor
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Article 11.4.1 - replace;
The contractor shall purchase and maintain property insurance in the amount of the initii Sum, as well as subsequent modifications thereto for the entire Work at the site on a replacc basis without voluntary deductibles. This insurance is to be placed with insurers that have Best's Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the I: insurance by the State of California Insurance Commissioner as admitted carriers as evidc
listing in the official publication of the Department of Insurance of the State of California in
Project is located. Such property insurance shall be maintained until final payment has bee
provided in Paragraph 9.10 or until no person or entity other than the Owner has an insurable
the property required by this Paragraph 11.3 to be covered, whichever is earlier. This insui
include interests of the Owner, the Contractor, Subcontractor and Sub-subcontractors in the \
Article 11.4.1.2 - delete;
Article 11.4.1.3 - replace;
If the property insurance requires minimum deductibles, the Contractor shall pay costs n
because of such deductibles. 0
Article 11.4.6 - replace;
Within five days of the award of the Contract, the Contractor shall file with the Owner a co
policy that includes insurance coverages required by this Paragraph 11.3. Each policy shall
generally applicable conditions, definitions, exclusions, and endorsements related to this Pro
policy shall contain a provision that the policy will not be cancelled or allowed to expire until days prior written notice has been given to the Owner.
Article 11.4.8 - replace;
A loss insured under Contractor's property insurance shall be adjusted by the contractor i and made payable to the contractor as fiduciary for the insureds, as their interests may appc to requirements of any applicable mortgagee clause and of Subparagraph 11.3.10. The shall pay the Owner and Subcontractors their just shares of insurance proceeds recei\ Contractor, and by appropriate agreements, written where legally required for validity, st
Subcontractors to make payments to their Sub-subcontractors in similar manner.
Article 11.4.9 - replace;
If required in writing by a party in interest, the Contractor as fiduciary shall, upon occurri insured loss, give bond for proper performance of the Contractor duties. The cost of reqL
shall be charged against proceeds received as fiduciary. The Contractor shall deposit in
account proceeds so received, which the Contractor shall distribute in accordance agreements as the parties in interest may reach, or in accordance with an arbitration awai
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case the procedure shall be a provided in Paragraph 4.5.
Article 11.4.1 0 - replace;
The Contractor as fiduciary shall have power to adjust and settle a loss with insurers unless ( parties in interest shall object in writing, within five days after occurrence of loss, to the Cc exercise of this power; if such objection be made, arbitrators shall be chosen as provided in F
4.5. The Contractor as fiduciary shall, in that case, make settlement with insurers in accord
directions of such arbitrators. If distribution of insurance proceeds by the arbitration is req
arbitrators will direct such distribution.
Article 11.5.1 - replace;
The Contractor shall provide a faithful performance/warranty bond and payment bond (I materials bond) for this contract. The faithful performance/warranty bond shall be in the amoi percent of the contract price and the payment bond shall be in the amount of 50 percent of th price. Both bonds shall extend in full force and effect and be retained by the Owner during tt
until they are released according to the provisions of this section.
The faithful performance/warranty bond will be reduced to 25 percent of the original amoun after recordation of the Notice of Completion and will remain in full force and effect for the
warranty period and until all warranty repairs are completed to the satisfaction of the Owner.
The payment bond shall be released six months plus 30 days after recordation of the
Completion if all claims have been paid.
AUl bonds are to be placed with a surety insurance carrier admitted and authorized to tra business of insurance in California and whose assets exceed their liabilities in an amount equ excess of the amount of the bond. The bonds are to contain the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws
2) A certified copy of the certificate of authority of the insurer issued by the insurance commis!
If the bid is accepted, the Owner may require a financial statement of the assets and liabilii
insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the
of the bond. The financial statement shall be made by an officer's certificate as defined in St of the Corporations Code. In the case of a foreign insurer, the financial statement may be ! the oath of the principal officer or manager residing within the United States.
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instrument entitling or authorizing the person who executed the bond to do so.
Article 13.5.1 - replace;
The Contractor shall provide the Owner free and safe access to any and all parts of work at E
Contractor shall furnish Owner with such information as may be necessary to keep the Ov
informed regarding progress and manner of work and character of materials. Inspection or t
the whole or any portion of the work or materials incorporated in the work shall not relieve C from any obligation to fulfill this Contract.
Except as specified in these General Conditions, the Owner will bear the cost of testing and/or workmanship where the results of such tests meet or exceed the requirements indica Standard Specifications and the General Conditions. The cost of all other tests shall be bo1 Contractor.
At the option of the Owner, the source of supply of each of the materials shall be approvi before the delivery is started. All materials proposed for use may be inspected or tested a
4- kg 09/15/99 Contract No.: 33841 Page 4'
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during their preparation and use. If, after incorporating such materials into the Work, it is sources of supply that have been approved do not furnish a uniform product, or if the produc source proves unacceptable at any time, the Contractor shall furnish approved material approved sources. If any product proves unacceptable after improper storage, handling or fo reason it shall be rejected, not incorporated into the work and shall be removed from the pro at the Contractor's expense.
Compaction tests may be made by the Owner and all costs for tests that meet or e requirements of the specifications shall be borne by the Owner. Said tests may be made a along the work as deemed necessary by the Owner. The costs of any re-tests made ne noncompliance with the specifications shall be borne by the Contractor.
1)
Article 14.2.1.5 - new;
If the Contractor refuses or fails to prosecute the work or any separable part thereof with sucl as will insure its completion within the time specified or any extension thereof, or fails to com; work within such time, or if the Contractor should file a petition for relief as debtor, or should I ordered against the Contractor as a debtor, under Title I1 of the United States Code, or if the Contractor should make a general assignment to the benefit of its creditors, or if a receiver st appointed on account of its insolvency, or it should persistently and repeatedly refuse or shot except in cases for which extension of time is provided, to supply enough properly skilled wor proper materials to complete the work in the time specified, or if the Contractor should fail to
prompt payment to subcontractors or for material or labor, or persistently disregard laws, or a or instructions of the Owner, or if the Contractor or its subcontractors should otherwise be gu substantial violation of any provision of this Contract, then the Owner may, without prejudice
other right or remedy, serve written notice upon the Contractor and its Surety of the Owner's terminate this Contract, such notice is to contain the reasons for such intention to terminate, in ten (IO) days after the service of such notice such condition shall cease or such violation s and arrangements satisfactory to the Owner for the correction thereof be made, this Contract the expiration of said ten (IO) days, cease and terminate. In such case, the Contractor shall
entitled to receive any further payment until the work is finished.
On the event of any such termination, the Owner shall immediately serve written notice thereo Contractor and Surety shall have the right to take over and perform this Contract, provided, h
Uhat if the Surety in seven (7) calendar days after service upon it of said Notice of Terminatioi give the Owner written notice of its intention to take over and perform this Contract or does n commence performance thereof in fifteen (15) days from date of serving such notice of termi
Uhe Owner on the Surety, the Owner may take over the work and prosecute same to complet
Contract or by any other method it may deem advisable for the account and at the expense c Contractor, and the Contractor and its Surety shall be liable to the Owner for any excess cos1 damages occasioned if the Owner takes over the work as hereinabove provided, the Owner I
possession of and utilize in completing the work such materials, appliances, plans, and other belonging to the Contractor as may be on site of the work and necessary therefore.
If the unpaid balance of the contract price shall exceed the expense of finishing the work, inc compensation for additional architectural, managerial, and administrative services, such excc paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor ar shall pay the difference to the Owner.
The foregoing provisions are in addition to and not in limitation of any other rights or remedie
Bo the Owner.
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15. SPECIAL PROVISIONS - new; a 15.1. TERMS
15.1.1. Reference to Drawings. Where words "shown", "indicated", "detailed
"scheduled", or words of similar import are used, it shall be understood that rr
made to the plans accompanying these provisions, unless stated othewise.
15.1.2. Directions. Where words "directed", "designated", "selected", or words of sin
are used, it shall be understood that the direction, designation or selection of thi
intended, unless stated otherwise. The word "required" and words of similar if
be understood to mean "as required to properly complete the work as requir
approved by the Owner," unless stated otherwise.
15.1.3. Equals and Approvals. Where the words "equal", "approved equal", "equiv
such words of similar import are used, it shall be understood such words are f
the expression "in the opinion of the Owner", unless otherwise stated. Where
"approved", "approval", "acceptance", or words of similar import are used,
understood that the approval, acceptance, or similar import of the Owner is inten
15.1.4. Perform. The word "perform" shall be understood to mean that the Contrs
expense, shall perform all operations, labor, tools and equipment, and further, in
furnishing and installing of materials that are indicated, specified or required to
the Contractor, at its expense, shall furnish and install the work, complete in
ready to use, including furnishing of necessary labor, materials, tools, equip
transportation.
15.1.5. DEFINITIONS. Modify as follows: The following words, or groups of word
*
exclusively defined by the definitions assigned to them herein.
15.1.6. Owner - the City of Carlsbad, California, or its agents such as the C
Manager or Architect
15.1.7. Construction Manager - the agent of the owner responsible for the admin
the contract between the owner and the contractor.
15.1.8. Own Organization - Employees of the Contractor who are hired, directed,
and paid by the Contractor to accomplish the completion of the Work. Ful
employees have their employment taxes, State disability insurance payments,
Federal income taxes paid and administered, as applicable, by the Contractor.
15.1.9. Owner Operator/Lessor - Any person who provides equipment or too
operator provided who is employed by neither the Contractor nor a subcontra
neither an agent nor employee of the Owner or a public utility.
15.2. Record Drawings. The Contractor shall provide and keep up-to-date a cor
built" record set of blue-line prints, which shall be corrected in red daily and show ev
from the original drawings and specifications and the exact "as-built" locations, size:
of equipment, underground piping, valves, and all other work not visible at surfa
Prints for this purpose may be obtained from the Owner at cost. This set of drawin
kept on the job and shall be used only as a record set and shall be delivered to the C
4- $9 09/15/99 Contract No.: 33841 Page 1
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completion of the work.
Audit and Inspection. The Contractor agrees to maintain and/or make avail:
Owner, within San Diego County, for a period not less than three (3) years
Completion, accurate books, and accounting records relative to all its activities. :
shall have the right to monitor, assess, and evaluate Contractor’s performance pursi
Agreement, said monitoring, assessments, and evaluations to include, but not be
audits, inspection of premises, reports, contracts, subcontracts and interviews of C
staff. At any time during normal business hours and as often as the Owner I
necessary, upon reasonable advance notice, Contractor shall make available to the
examination, all of its records with respect to all matters covered by this Contra
permit the Owner to audit, -examine, copy and-make excerpts or transcripts from-suc
records, and to make audits of all invoices, materials, payrolls, records of personnel
data relating to all matters covered by this Contract. However, any such activitic
carried out in a manner so as to not unreasonably interfere with Contractor‘s ongoin
operations. Contractor shall maintain such data and records for as long as may be I
applicable laws and regulations.
15.3 a
15.4 Pre-Construction Meeting. After, or upon, notification of contract award, the
set the time and location for the Preconstruction Meeting. Attendance of the C
management personnel responsible for the management, administration, and exec1
project is mandatory for the meeting to be convened. Failure of the Contractor tc
Contractor’s responsible project personnel attend the Preconstruction Meeting will 1
for default by Contractor. No separate payment will be made for the Contractor’s attl
the meeting. The notice to proceed will only be issued on or after the comple
preconstruction meeting.
15.5 Temporary Light, Power and Water. The Contractor shall obtain a construc
Cor water used for the construction, plant establishment, maintenance, cleanup, test
other work requiring water related to this contract. The Contractor shall contact the i
water Owner for requirements.
The Contractor shall pay all costs of temporary light, power, and water including hooki
service, meter and any, and all, other charges, deposits and/or fees therefor. Said co
be considered incidental to the items of work that they are associated with and no adc
payment will be made therefore.
m
15.6 Noise Control. All internal combustion engines used in the constructio
equipped with mufflers in good repair when in use on the project with special atter
City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48.
15.7 Maintaining Existing Parking. It is essential that the Contractor maintain am
parking, lighting, and safe access to adjacent existing buildings throughout constructic
project.
96. Procedural Forms. - new:
16.1. Included at the end of this section are examples of procedural forms to be use
project.
The forms to be initiated and submitted by the contractor are the Request for Informal
Submittal Transmittal, Change Order Request, Contractor Change Order Pricing Shec
e* ts 09/15/99 Contract No.: 33841 Page !
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Subcontractor Change Order Pricing Sheet. These forms are included in this section
describe the required information and examples of acceptable formats the Contractor
to develop the required forms for this project. Electronic copies of these forms shall t
available to the Contractor at the Contractor's request. Within seven days of the awa
Contract the Contractor must submit to the owner, for the Owner's approval, the Cont
proposal of the forms described herein. The Owner shall have the right to require the
Contractor to make changes to the forms, as he feels necessary, in order to preserve
of the forms.
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This change to the contract constfMes the complete &sfaction of dl time and corn, bath direct 81 indirect, associated with the above-described change(8). Execution of this Change Order by both parti constitutes a binding agreement and serves as full accord and satisfaction of any daim, demand, lien a
notice or further request for compensation, past or present, or time extension srising out of or by virtue
lb work described above in the Change Order. Contractots signature indicatas his / her agreeme brewith, induding any adjustment in the Contract Sum or Cantract Tim.
i
1 City of Carisbad
i
Authorfiation for Change Order
No.:
1 Contract~o: P.8. No.::
Account No.:
3
1
1
1
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1
1
1
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Acceptedfor: Recommended By:
I contractor -1 Cw COnrtNCthl Manager (Dab)
Approved By:
City Project Manager (Daw t 1
If Required:
Ctty Manager or Mayor (-1
DISTRIBVI1ON
Original io Job Fb
copies to: Contmtor City Canstdon Manager city- Ctty Project Manager I City Purchasing Department
1
I
ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: McGraw/Baldwin Architects
Issue Date:
Architect's Project No: 99088 San Diego, CA 92101
Project: Georgina Cole Library Telephone: (619) 231-0751 Fax: (619) 231-43
TO CONTRACTOR PROJECT ADDRESS:
701 B Street, Suite 200
Attention:
Address:
e
Telephone:
Fax:
The Work shall be carried out in accordance with the following supplemental instructions
a
ACTION REQUIRED
0-
D proceed 0" a -
D - andc-
pmceed on the basis that there is no increase in Contract Sum or Contract Schedule duration Please sign below and return a copy to the ArchRecrs ofke
If a Cost or duratm increase D anticipated, DO NOT proceed Submit itemzed Contract Sum and Contract Schedule impacts for appml
Proceed only upon wntten authonzatlon from the mr (See T 8 M Authoonzation below) Prowde Remlzed cost and/or schedule impacts as expedditously
Do not proceed until authonzed in ding by the Owner
ATTACHMENTS DISTRIBUTION / COPIES
Architect
Owner
Contractor
Consultant 1 Other
ACCEPTED BY:
Contractor Date
Owner Date
T a M AUTHORIZED BY:
ISSUED BY:
McGraw / Baldwtn Architects
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1
PROJECT DIRECTORY
Project: Georgina Cole Library
Project No.: 99088
Project Address: Carlsbad, California
Owner: City of Carlsbad
Owner’s Representative: John J. Cahill
r,
Project Manager
City of Carisbad
2075 Las Palmas Drive
Carlsbad, CA 92009-4856
B & G Consultants
750 B Street, Suite 1860
San Diego, CA 92101
Phone: 619-595-7800
Fax: 61 9-595-781 2
Norm Luker
701 B Street, Suite 200
San Diego, CA 92101
Phone: 619-231-0951 a Fax: 61 9-231-4396
Owner’s Representative Bill Bowdle
During Bidding and Construction:
All bidding inquiries shall be
Directed only to: McGraw/Baldwin Architects
Consultants:
Architect: Norm Luker
McGraw/Baldwin Architects
701 B Street, Suite 200 San Diego, CA 92101
Phone: 61 9-231-0751
Fax: 61 9-231-4396
Electrical: Chris Murphy
Van Buuren Kimper Engineering
5030 Camino De La Siesta, Suite 301
San Diego, CA 92108
Phone: 619-291-9980
Fax: 61 9-291 -6389
0
September 15, 1999 1 99088
Georgina Cole Library
TABLE OF CONTENTS
PROJECT DIRECTORY
DIVISION 01 - GENERAL REQUIREMENTS
*
01 01 0 Summary of Work
01027 Application for Payment
01035 Changes To Work
01040 Coordination
01 095 Reference Standards & Definitions
01200 Project Meetings
01 380 Submittals
01315 Schedules and Reports
01400 Quality Control
01600 Material & Equipment
01630 Substitutions & Product Options
01700 Project Closeout 01710 Final Cleaning
01720 Project Record Documents
01730 Operating & Maintenance Data
01 740 Guarantees, Bonds, Service & Maintenance
DIVISION 02 - SITE WORK
02050 Demolition
DIVISION 03 - NOT USED 0
DIVISION 04 - NOT USED
DIVISION 05 - NOT USED
DIVISION 6 -WOOD
06400 Architectural Woodwork
DIVISION 7 - NOT USED
DIVISION 8 - NOT USED
DIVISION 9 - FINISHES
09100 Metal Support Systems
09220 Portland Cement Plaster
09258 Gypsum Wallboard
09520 Acoustical Wall System
09650 Resilient Flooring
09680 Carpeting
September 15,1999 Table of Contents 99088
Georgina Cole Library
d
09900 Painting
DIVISION 10 - SPECIALTIES e
10520 Fire Fighting Equipment
DIVISION 11 - NOT USED
DIVISION 12 - FURNISHINGS
12530 Drapery and Curtain Hardware
DIVISION 14 - NOT USED
DIVISION 15 - NOT USED
DIVISION 16 - ELECTRICAL
1601 1 General Requirements, Electrical 16050 Base Electrical Materials & Methods
16110 Raceways and Fittings 16120 Wire and Cable (600 Volts and Below)
16130 Outlet, Pull & Junction Boxes
16140 Wiring Devices 16450 Grounding
1651 0 Lighting, Ballast's and Accessories
16950 Acceptance Testing of Electrical Power Distribution
e
September 15, 1999 Table of Contents 99088
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Georgina Cole Library
SECTION 01 01 0
SUMMARY OF WORK
m
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to
Greement, General Conditions, Supplementary Conditions, Sections in Division 1 of ' Specifications, and the Drawings.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Work of this Contract comprises general construction required for Tenant Improvements o
existing Georgina Cole Library, Carlsbad, California. The work will consist of two (2) phasl
construction as outlined on the contract documents. Phase II will commence no sooner
thirty (30) calendar days after the completion of Phase I.
The work shall be performed in accordance with applicable Code Requirements and applic
requirements of all other regulatory agencies, including, but not limited to, the following:
B.
1.
2.
Federal Occupational Safety and Health Administration, 1990.
The 1997 Edition of the Uniform Building Code and 1997 California Amendments
California building Code - Part 2, Title 24, CCR).
The 1999 Edition of the National Electric Code, and 1997 California Amendments
California Electrical Code - Part 3, Title 24, CCR).
The 1997 Edition of the Uniform Building Code Standards.
California Code of Regulations, California Administrative Code Title 24, 1997 Edition.
California Health and Safety Code.
9
3.
4.
5.
6.
7. National Fire Protection Association (NFPA), "Life Safety Code", NFPA 101, 1
Edition.
Uniform Fire Code, 1997 Edition.
National Earthquake Hazardous Reduction Program (NEHRP).
8.
9.
1.3 CONTRACTOR USE OF PREMISES
All components and systems of the facility as well as all construction procedures, materials, :
September 15, 1999 Summary of Work 99088
01 01 0-1
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Georgina Cole Library
equipment, whether installed as an integral part of the facility or merely employed incideni the construction process, shall in all aspects comply with the latest requirement of 0 (Occupational Safety and Health Act) and/or any other regulating body having jurisdic During the entire construction period, it shall be the responsibility of the Contractor to mai conditions at the job site so as to meet in all respects the requirements of the Occupat Safety and Health Act, OSHA. This provision shall cover the Contractor's employees ar other persons working upon or visiting the site. To this end, the Contractor shall inform hir and his representative of OSHA standards.
0
END OF SECTION
0
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01 01 0-2
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SECTION 01 027
APPLICATION FOR PAYMENT
PART 1 - GENERAL
8
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to,
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of t
Specifications, and the Drawings.
1.02 SCHEDULE OF VALUES
A. The format and detail included in the schedule of values must be based on AIA stan
documents and approved by the Construction Manager prior to submitting the first Appk For Payment.
B. Coordinate preparation of the Schedule of Values with preparation of the Contrac
Construction Schedule.
C. Each prime Contractor shall coordinate preparation of its Schedule of Values for its part oi
Work with preparation of the Contractors' Construction Schedule.
1. Correlate line items in the Schedule of Values with other required administrative sched
and forms, including:
a. Contractor's construction schedule.
b. Application for Payment form.
c. List of subcontractors.
d. Schedule of allowances.
e. Schedule of alternates.
f. List of products.
g.
h. Schedule of submittals.
Submit the Schedule of Values to the Construction Manager on the 25th day of the moi
but in no case later than 7 days before the date scheduled for submittal of the in
Application for Payment.
D. Format and Content: Use the Project Manual Table of Contents as a guide to establish
format for the Schedule of Values.
I.
0
List of principal suppliers and fabricators.
2.
Identification: Include the following Project identification on the Schedule of Values:
a. Project name and location.
b. Name of the Architect.
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Georgina Cole Library 01 027-1
c. Project number.
d. Contractor's name and address.
e. Date of submittal.
Arrange the Schedule of Values in a tabular form with separate columns to indicatl
following for each item listed:
a. Generic name.
b. Related Specification Section.
c. Name of subcontractor.
d.
e. Name of supplier.
f.
g. Dollar value.
h.
a
2.
Name of manufacturer or fabricator.
Change Orders (numbers) that have affected value.
Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to
100 percent.
3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate conti
evaluation of Applications for Payment and progress reports. Break principal subcor
amounts down into several line items. Provide separate line items for stored material.
which the Contractor is requesting payment, refer to Article 9.3.2.
Round amounts off to the nearest whole dollar; the total shall equal the Contract Sum.
For each part of the Work where an Application for Payment may include material
equipment, purchased or fabricated and stored, but not yet installed, provide separate items on the Schedule of Values for initial cost of the materials, for each subsequent s
of completion, and for total installed value of that part of the Work.
Refer to contract for terms regarding payment for mobilization.
Schedule Updating: Update and resubmit the Schedule of Values when Change Order
Construction Change Directives result in a change in the Contract Sum.
a
4.
5.
6.
7.
1.03 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payment:
certified by the Architect and paid for by the Owner.
1. The initial Application for Payment, the Application for Payment at time of Substa
Completion, and the final Application for Payment involve additional requirements.
September 15,1999 Georgina Cole Library 01 027-2 99088
B)
B. Payment Application Times: Each progress payment date is as indicated in the Agreement.
period of construction Work covered by each Application or Payment is the period indicatr
the Agreement.
C. Payment Application Forms: Use AIA Document G 702 and Continuation Sheets G 703 a!
form for Application for Payment.
D. Application Preparation: Complete every entry on the form, including notarization and exec by person authorized to sign legal documents on behalf of the Owner. Incomplete applica will be returned without action.
1.
a
Entries shall match data on the Schedule of Values and Contractor's Construction Schel
Use updated schedules if revisions have been made.
Include amounts of Change Orders and Construction Change Directives issued prior t(
last day of the construction period covered by the application.
E. Transmittal: Submit 5 executed copies of each Application for Payment to the Constru
Manager by means ensuring receipt within 24 hours; one copy shall be complete, inclu
waivers of lien and similar attachments, when required.
1.
2.
Transmit each copy with a transmittal form listing attachments, and recording approp
information related to the application in a manner acceptable to the Construction Manag
With each Application for Payment, General Contractor ! F. Waivers of Mechanics Lien: submit waivers of mechanics lien and related to the Work covered by the payment.
G. Initial Application for Payment: Administrative actions and submittals that must preced
coincide with submittal of the first Application for Payment include the following:
1. List of subcontractors.
2.
3. Schedule of Values.
4.
5. Schedule of principal products.
6. Schedule of unit prices.
7. Submittal Schedule (preliminary if not final).
8. List of Contractor's staff assignments.
9. List of Contractor's principal consultants.
IO. Copies of authorizations and licenses from governing authorities for performance of
Work.
e
List of principal suppliers and fabricators.
Contractor's Construction Schedule (preliminary if not final).
H. Application for Payment at Substantial Completion: Following issuance of the Certificat
Substantial Completion, submit an Application for Payment; this application shall reflect
Certificates of Partial Substantial Completion issued previously for Owner occupanc! designated portions of the Work.
September 15,1999 Georgina Cole Library 01 027-3 99088
Q
1. Administrative actions and submittals that shall proceed or coincide with this application incl
1.
2.
3. Test/adjust/balance records.
4. Maintenance instructions.
5. Meter readings.
6. Start-up performance reports.
7.
8. Final cleaning.
9. Application for reduction of retainage, and consent of surety.
10. Advice on shifting insurance coverage's.
11. Final progress photographs.
12. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substa
Completion.
Administrative actions and submittals which must precedc
Occupancy permits and similar approvals.
Warranties (guarantees) and maintenance agreements.
a
Change-over information related to Owner's occupancy, use, operation and maintenanc
J. Final Payment Application:
coincide with submittal of the final payment Application for Payment include the following:
1.
2.
3.
4.
ti.
6. Certified property survey.
7. Proof that taxes, fees and similar obligations have been paid.
8. Removal of temporary facilities and services.
9. Removal of surplus materials, rubbish and similar elements.
10. Change of door locks to Owner's access.
11. Conditional Upon Payment Lien Waivers from the General Contractor, Subcontractors E
their subcontractors and suppliers who have lien rights.
Completion of Project closeout requirements.
Completion of items specified for completion after Substantial Completion.
Assurance that unsettled claims will be settled.
Assurance that Work not complete and accepted will be completed without undue delay.
Transmittal of required Project construction records to Owner.
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END OF SECTION
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SECTION 01 035
CHANGES TO WORK
PART 1 - GENERAL
e
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to,
Contract, General Conditions, Supplementary Conditions, Sections in Division 1 of th
Specifications, and the Drawings.
MINOR CHANGES IN THE WORK
A. Supplemental instructions authorizing minor changes in the Work, not involving adjustmen1
Contract Sum or Time, will be issued by the Construction Manager.
1.02
1.03 CHANGE ORDER PROPOSAL REQUESTS
A. Proposal requests that require adjustment to the Contract Sum or Time if accepted, will bl
issued by the Construction Manager, with a detailed description of the proposed change anc
supplemental or revised Drawings and Specification. Proposal requests are for informatior
only and shall not be considered as instruction to stop work in progress, or to execute thc
change.
1. Unless otherwise indicated, within ten days of receipt, submit an estimate of cost
execute the change.
a.
b.
Submit all quotes from Subcontractors and subcontraciors and suppliers.
Include a list of quantities of products to be purchased and unit costs, along with t
amount of purchases to be made. If requested, furnish survey data to substantiz
quantities.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trac discounts and Contractor's and Subcontractor's mark-up.
Include a statement indicating the effect the proposed change in the Work will ha\
on the Contract time.
The Western Edition of the R.S. Means Estimating Guides will be used as a base fc
all Change Proposal.
d
c.
d.
e.
1.04 CONTRACTOR INITIATED CHANGE ORDER PROPOSAL REQUESTS
A. When unforseen conditions require modifications to the Contract, the Contractor may proposl
changes by submitting a request to the Construction Manager.
1. Include a statement outlining reasons for the change. Provide a complete description c
the change. Indicate effect of the proposed change on the Contract Sum and Time.
Include a list of quantities of products to be purchased and unit costs, along with amoun
of purchases to be made. If requested, furnish survey data to substantiate quantities.
2.
September 15, 1999
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Georgina Cole Library 01 035-1 99088
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of tr
discounts.
Comply with requirements in Section 01630 if the change requires substitution Of
product or system for product or system specified.
The Western Edition of the R.S. Means Estimating Guides will be used as a base fo
Change Proposal.
4.
e
5.
B. Change in Scope: Submit claims for increased costs because of change in scope 01
contract documents, whether for purchase amount or Contractor's handling, labor, installati
overhead and profit, within 10 days of receipt or construction change directive authorizing vv
to proceed. Claims submitted later than 10 days will be rejected.
1. Change order cost amount shall not include Contractor's or subcontractor's indii
expense except when clearly demonstrated that the nature or scope of work required \
changed from what could have been foreseen from the allowance description and ot
information in contract documents.
No change to the Contractor's indirect expense is permitted for selection of higher
lower priced materials or systems, of the same scope and nature as originally indicated
2.
1.05 CONSTRUCTION CHANGE DIRECTIVE
A. When the Owner and Contractor are not in agreement on terms of a Change Order Prop0
Request, the Construction Manager may issue Construction Change Directive instructing 1
Contractor to proceed with a change, for subsequent inclusion in a Change Order.
1. Construction Change Directive will contain a complete description of the change i
designate method to be followed to determine change in the Contract Sum or Time.
Documentation: Maintain detailed records on a time and material basis of work requir
by the Construction Change Directive. Time and material tickets are to be signed by 1
Construction Manager on a daily basis.
6
2.
3. After completion of the change submit an itemized account and supporting d8
necessary to substantiate cost and time adjustments to the Contract.
B. The cost or credit to the Owner resulting from a change in the work, shall be determined
mutual acceptance of a lump sum. Each change in Contract Price shall be itemized a
submitted for approval in the following format:
1. Materials (attached itemized
quantity, unit cost)
2. Equipment *
3. Labor (attached itemized hours
and rates **
4. Subtotal
5. Subcontractor overhead and profit at - YO (cost or credit)
September 15, 1999
Georgina Cole Library 01 035-2 99088
9
6. P.L., P.D., Compensation Insurance,
Social Security, and Unemployed
Taxes ( of Item 3) (cost or credit) a
7. Sales tax:
8. Subtotal
9. General Contractor's Overhead
and Profit at -% (cost or credit)
10. Subtotal
11. Bond Premium (not to exceed 1 %
of Item 10, where applicable)
12. Total
*
**
Major equipment or rentals only, small tools to be included in Item 5.
Direct field labor only, general supervision to be included in Item 5.
C. Upon approval of price quotation, a City of Carlsbad Change Order, will be issued to mod
the Contract Documents.
D. No Change Orders or modifications to the Contract shall be valid without the signatures of 1 parties to the Contract. e END OF SECTION
September 15,1999
Georgina Cole Library 01 035-3 99088
a
SECTION 01040
COORDINATION
PART 1 - GENERAL e
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of ' Specifications, and the Drawings.
1.02 COORDINATION
A. Coordination: Coordinate activities included in various Sections to assure efficient and or
installation of each component. Coordinate operations included under different Sections tha dependent on each other for proper installation and operation.
1. Where installation of one component depends on installation of other components befo after its own installation, schedule activities in the sequence required to obtain the results.
Where space is limited, coordinate installation of different components to assure maxi1 accessibility for maintenance, service and repair.
Make provisions to accommodate items scheduled for later installation.
2.
3.
B. Prepare memoranda for distribution to each party involved outlining required coordini procedures. Include required notices, reports, and attendance at meetings.
1. Prepare similar memoranda for the Owner and separate Contractors where coordinatic their Work is required. e
C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures other activities to avoid conflicts and ensure orderly progress. Such activities include:
1. Preparation of schedules.
2.
3.
4. Progress meetings.
5. Project closeout activities.
D. Coordination Drawings: Prepare Coordination Drawings where close coordination is requirec installation of products and materials fabricated off-site by separate entities, and where lim space necessitates maximum utilization of space for efficient installation of diffe components.
1.
2. Indicate required installation sequences.
3.
Installation and removal of temporary facilities.
Delivery and processing of submittals.
Show relationship of components shown on separate Shop Drawings.
Refer to Division-16 for requirements for electrical installations.
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a
E. Staff Names: Within 10 days of Notice to Proceed, submit a list of Contractor's
assignments, including Superintendent and personnel at the site; identify individuals, their (
and responsibilities, addresses and telephone numbers.
1. Post copies in the Project meeting room, the field office, and at each temporary telephc
Inspection of Conditions: The Installer of each component shall inspect the substrate
conditions under which Work is performed. Do not proceed until unsatisfactory conditions
been corrected.
G. Manufacturer's Instructions: Comply with manufacturer's installation instructions
recommendations, to the extent that they are more stringent than requirements in Cor Documents,
H. Inspect material immediately upon delivery and again prior to installation. Reject damagec
defective items.
*
F.
I. Provide attachment and connection devices and methods necessary for securing
construction element. Secure each construction element true to line and level. Allov
expansion and building movement.
J. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints to obtain the
effect. Refer questionable choices to the Architect for decision.
K. Recheck measurements and dimensions, before starting installation.
L. Install each component during weather conditions and project status that will ensure the
results. Isolate each part from incompatible material as necessary to prevent deterioration.
M. Coordinate temporary enclosures with inspections and tests, to minimize uncovering compl
construction for that purpose.
N. Mounting Heights: Where mounting heights are not indicated, install components at stanc
heights for the application indicated. Refer questionable decisions to the Architect.
0
0. Cleaning and Protection: During handling and installation, clean and protect constructio
progress and adjoining materials in place. Apply protective covering where required to en
protection from damage or deterioration at Substantial Completion.
I. Clean and maintain completed construction as often as necessary through the construc
period. Adjust and lubricate operable components to ensure operability without dama;
effects.
Limiting Exposures: Supervise operations to ensure that no part of construction, compte or in progress, is subject to harmful or deleterious exposure. Such exposures include:
a.
b.
G. Excessive weathering.
d.
e. Air contamination or pollution.
2.
Excessive static or dynamic loading.
Excessive internal or external pressures.
Excessively high or low temperatures or humidity.
September 15,1999
Georgina Cole Library 01 040-2 99088
e
f. Water or ice.
g. Chemicals or solvents.
h.
i. Rodent and insect infestation.
j. Unusual wear or other misuse.
k. Contact between incompatible materials.
I. Theft or vandalism.
Heavy traffic, soiling, staining and corrosion.
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END OF SECTION
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September 15, 1999 Georgina Cole Library 01 040-3 99088
8
SECTION 01095
REFERENCE STANDARDS AND DEFINITIONS
PART 1 - GENERAL
a
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to,
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 o
these Specifications, and the Drawings.
1.02 DEFINITIONS
A.
B.
Basic Contract definitions are included in the Conditions of the Contract.
Indicated: Refers to graphic representations, notes or schedules on the Drawings;
Paragraphs or Schedules in the Specifications; and similar requirements in the Cont
Documents.
1. Where terms such as "shown," "noted," "scheduled," and "specified" are use
is to help locate the reference.
C. Directed: Terms such as "directed," "requested," "authorized," "selected," "approved
"required," and "permitted" mean "directed by the Architect or Owner's Representatib
"requested by the Architect or Owner's Representative," and similar phrases.
Approve: Used in conjunction with action on submittals, applications, and requests, i
limited to the Architect's duties and responsibilities as stated in the Conditions of the
Contract.
Regulation: Includes laws, ordinances, statutes, and lawful orders issued by authorit
having jurisdiction, and rules, conventions, and agreements within the construction
industry that control performance of the Work.
Furnish: Means "supply and deliver, ready for unloading, unpacking, assembly, installation, and similar operations."
Install: Describes operations at site including "unloading, unpacking, assembly, ereci
anchoring, applying, working to dimension, protecting, cleaning, and similar operatior
Provide: Means "furnish and install, complete and ready for use."
Installer: "Installer" is the Contractor or an entity engaged by the Contractor, as an employee, subcontractor, or contractor of lower tier for performance of a particular
construction activity, including installation, erection, application, and similar operatior
Installers are required to be experienced in the operations they are engaged to perfor
1. The term "experienced," when used with "Installer" means having a minimum
5 previous projects similar in size to this Project, and being familiar with
precautions required and with requirements of the authority having jurisdictior
Project Site: Is the space available for construction activities, either exclusively or wi
others performing other construction on the Project. The extent of the Project Site is
D.
E.
8
F.
G.
H.
I.
J.
September 15,1999 01 095-1 99088
Georgina Cole Library
e
shown on the Drawings and may or may not be identical with the description of the I:
upon which the Project is to be built.
Testing Laboratories: A "testing laboratory" is an independent entity engaged to perl
specific inspections or tests at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.
Specification Format: These Specifications are organized into Divisions and Sectior based on the Construction Specifications Institute's 16-Division format and MASTER
FORMAT numbering system.
Language: Language used in Specifications is the abbreviated type. Implied words I
meanings shall be interpreted as appropriate. Singular words will be interpreted as p
and plural words interpreted as singular where applicable and the context so indicate
1.
M. a
L.
M.
Imperative language is used generally. Requirements expressed in the
imperative mood are to be performed by the Contractor. At certain locations
the text subjective language is used to describe responsibilities that must be
fulfilled indirectly by the Contractor, or by others when so noted.
The words "shall be" shall be included by inference wherever a colon (:) is us
within a sentence or phrase.
2.
N. Abbreviations and Names: Where such acronyms or abbreviations are used in the
Specifications or other Contract Documents, they mean the recognized name of the
trade association, standards-generating organization, authority having jurisdiction, or
other entity applicable to the context of the text provision. Refer to the "Encyclopedi:
Associations," published by Gale Research Co., available in most libraries.
Permits, Licenses, and Certificates: For the Owner's records, submit copies of permi
licenses, certifications, inspection reports, releases, jurisdictional settlements, notices
receipts for fee payments, judgments, and similar documents, correspondence, and
records established in conjunction with compliance with standards and regulations
bearing on performance of the Work.
0. e
END OF SECTION
September 15, 1999 01 095-2 99088
Georgina Cole Library
6
SECTION 01 200
PROJECT MEETINGS
PART 1 - GENERAL
1.O’l RELATED DOCUMENTS
e
A. Documents affecting work of this Section include, but are not necessarily limited ti
Agreement, General Conditions, Supplementary Conditions, Sections in Division
these Specifications, and the Drawings.
1.02 PRE-CONSTRUCTION CONFERENCE
A. The Owner‘s Representative will schedule a pre-construction conference and orga
tional meeting at the Project site or other convenient location no later than 15 days
execution of the Agreement and prior to commencement of construction activi’
Conduct the meeting to review responsibilities and personnel assignments.
Attendees: The Owner, Architect and their invited consultants, the Contractor ar
superintendent, major subcontractors, manufacturers, suppliers and other concf
parties shall each be represented at the conference by persons familiar with
authorized to conclude matters relating to the Work.
Agenda: Discuss items of significance that could affect progress including such tc
as:
1. Tentative construction schedule.
2. Designation of responsible personnel.
3. Critical Work sequencing.
4. Use of the premises.
5. Distribution of Contract Documents.
6.
7.
8.
9. Preparation of record documents.
10.
11. Equipment deliveries and priorities.
12. Safety procedures.
13. First aid.
14. Security.
15. Housekeeping.
B.
C.
e
Procedures for processing field decisions and Change Orders.
Procedures for processing Applications for Payment.
Submittal of Shop Drawings, Product Data and Samples.
Office, Work and storage areas.
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16. Working hours.
1.03 PRE-INSTALLATION CONFERENCES
A. Conduct a pre-installation conference at the site before each construction activity requires coordination with other construction. The Installer and representative
manufacturers and fabricators involved in or affected by the installation, ant
coordination or integration with other materials and installations that have precedt
will follow, shall attend the meeting. Advise the Owner's Representative and Arct
of scheduled meeting dates.
Review the progress of other construction activities and preparations for the parti
activity under consideration at each pre-installation conference.
1. Purchases
2. Deliveries.
3.
4. Possible conflicts.
5. Compatibility problems.
6. Time schedules.
7. Weather limitations.
8. Manufacturer's recommendations.
9. Acceptability of substrates.
10. Temporary facilities.
11. Space and access limitations.
12. Governing regulations.
13. Inspection and testing requirements.
14. Required performance results.
15. Recording requirements.
16. Protection.
Do not proceed if the conference cannot be successfully concluded. Initiate whatt
actions are necessary to resolve impediments to performance of Work and reconv
the conference at the earliest feasible date.
a
B.
Shop Drawings, Product Data and quality control Samples.
e
C.
1.04 WEEKLY PROGRESS MEETINGS
A. Conduct progress meetings at the Project site at regularly scheduled intervals i
location approved by the Owner's Representative.
September 15, 1999 01 200 - 2 99088
Georgina Cole Library
6
B. Attendees:
1. Owner's Representative
2. Owner's Consultants as appropriate
3. Contractor's Project Manager
4. Superintendent
5. Subcontractor, as appropriate
6.
C. Agenda:
1.
2.
3. Scheduling and Coordination.
4.
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Others as appropriate or as directed by Owner's Representative
Review and correct or approve minutes of the previous progress meeting.
Review other items of significance that could affect progress.
Topics for discussion as appropriate to the current status of the Project.
D. Contractor's Construction Schedule: Review progress since the last meeti Determine where each activity is in relation to the Contractor's Construction Schei whether on time or ahead or behind schedule. Determine how construction bc
schedule will be expedited; secure commitments from parties involved to do
Discuss whether schedule revisions are required to ensure that current and subsec
activities will be completed within the Contract Time.
Review the present and future needs of each entity present, including such items as
1. Interface requirements.
2. Time.
3. Sequences.
4. Deliveries.
5. Off-site fabrication problems.
6. Access.
7. Site utilization.
8. Temporary facilities and services.
9. Hours of Work.
10. Hazards and risks.
11. Housekeeping.
12. Quality and Work standards.
E. a
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13. Change Orders.
14.
1.05 BILLING MEETINGS
Documentation of information for payment requests. a
A. Attend a meeting monthly prior to submittal of the Application for Payment, at a loc
acceptable to Owner's Representative.
8. Attendees:
1. Owner's Representative
2. Owner's Consultants as appropriate
3. Contractor's Project Manager
4. Superintendent
5. Subcontractors, as appropriate
6.
C. Agenda:
1.
2.
Others as directed by Owner's Representative
Determination of current schedule progress.
Review of work completed based on the cost loaded schedule to be billed in
application for Payment.
D. Schedule Updating: Revise the Contract Schedule prior to the meeting based
information determined at progress meetings. Review schedule revisions and prepai final revised schedule for submission with the application for payment following
meeting.
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1.06 GUARANTEES, BONDS, AND SERVICE AND MAINTENANCE CONTRACTS REVll
MEETING
A.
6. Attendees:
Attend a meeting eleven (1 1) months following the date of Substantial Completion.
1. Owner's Representative
2. User's Representative
3. Owner's Consultants as appropriate
4. Contractor's Project Manager
5. Subcontractors, as appropriate
6.
C. Agenda:
Others as appropriate or as directed by Owner's Representative
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1. Review of guarantees, bonds, service and maintenance contracts for ma
and equipment.
PART 2 PRODUCTS
(Not Applicable)
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PART 3 EXECUTION
(Not Applicable)
END OF SECTION
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SECTION 01 300
SUBMITTALS
PART 1 - GENERAL
a
j .01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of thr
Specifications, and the Drawings.
1.02 SCHEDULE OF SUBMITTALS
A. DEFINITIONS:
1. The terms "Shop Drawings" and "Product Data" as used herein also include, but are
limited to, fabrication, erection, layout and setting drawings, manufacturers' standarc
drawings, descriptive literature, catalogues, brochures, performance and test data,
calculations, wiring and control diagrams, all other drawings and descriptive data pertaining to materials, equipment, piping, duct and conduit systems, and methods (
construction as may be required to show that the materials, equipment, or systems i
the positions thereof conform to the Contract Documents.
2. As used herein, the term "manufactured" applies to standard units usually mass-
produced. The term "fabricated" means items specifically assembles or made out of
selected materials to meet individual design requirements. Shop Drawings shall
establish the actual detail of all manufactured or fabricated items, indicate proper
relation to adjoining Work, and amplify design details of mechanical and electrical
equipment in proper relation to physical spaces in the structure.
B. Manufacturer's Instructions: Where any item of Work is required by the Contract Docurr
to be furnished, installed of performed in accordance with a specified product manufactu
instructions, Contractor shall procure and distribute the necessary copies of such instruci
to Owner's Representative and all other concerned parties; and Contractor shall furnish,
install or perform the Work in strict accordance therewith.
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C. Submittal Schedule:
1. Within ten (10) working days after Notice to Proceed, submit a schedule for submissi
of Shop Drawings, Product Data and Samples by Contractor (the Submittal Schedule
The Submittal Schedule shall be agreed upon by both parties in order that the items
covered by these submittals will be available when needed in the construction proce:
and so that each party can plan its workload in an orderly manner. Contractor shall
identify on the Submittal Schedule all of the submittal items required by the Contract
Documents listing Shop Drawings, product data, literature, sample reports, in-service
training and all other submittal items separately.
2. No submittals will be processed before the Submittal Schedule has been submitted tc
and accepted by Project Architect.
3. In preparing the Submittal Schedule, Contractor shall first determine from the Contra1
Schedule the date the particular item is needed for the Work. Working backward,
Contractor shall indicate on the Submittal Schedule the required number of days for
shipment, time for fabrication, field sample or rnockup, time for review and approval I
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Project Architect, time for one (1) re-submittal and similar items to determine the da the first submittal.
4. The Submittal Schedule shall be adjusted to meet the needs of the construction pro and the Contract Schedule. Submit seven (7) copies of the Submittal Schedule anc each updated Submittal Schedule. Prove updated Submittal Schedules concurrent updated Contract Schedule. Format of Submittal Schedule shall be similar to Contr Schedule. Contractor shall indicate, as a minimum, for each submittal item on the Submittal Schedule.
a. A Schedule Activity for preparation of the submittal.
b. A Schedule Activity for Project Architect's approval. c. A Schedule Activity for revisions to the submittal by Contractor.
d. A Schedule Activity for re-review by Project Architect. e. A Schedule Activity for fabrication and delivery.
5. In preparing the Submittal Schedule, Contractor will consider the nature and comple of each submittal item and shall allow ample time for review, revision and/or correct In preparing the Submittal Schedule, Contractor shall coordinate and cooperate with Owner's Representative to stagger the review of any submittal review activities shov free float.
6. Contractor shall schedule a minimum of ten (1 0) working days for review of first time submittals. Schedule five (5) working days for review of re-submittals. contractor i5 responsible for the time associated with obtaining approvals and re-submitting beyor times indicated are not grounds for a time extension. Cost of re-review of resubmit' (third submittal) by the Project Architect will be borne by the Contractor.
a
1.03 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance o related construction activities to avoid delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submi and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related elements of the Wo so processing will not be delayed by the need to review submittals concurrently for coordination.
a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
3. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for re-submittals.
a. Allow ten (10) working days for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Architec will promptly advise the Contractor when a submittal being processed must be delayed for coordination.
b. If an intermediate submittal is necessary, process the same as the initial submitt2
c. Allow five (5) working days to re-process each submittal.
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d. No extensions of Contract Time will be authorized because of failure to transmi
submittals to the Architect sufficiently in advance of the Work to permit processi
B. Submittal Preparation: Place a permanent label or title block on each submittal for
identification. Indicate the name of the entity that prepared each submittal on the label (
title block.
1. Provide a space approximately 4" x 5" on the label or beside the title block on Shop
Drawings to record the Contractor's review and approval markings and the action tal
2. Include the following information on the label for processing and recording action tal
a. Project name.
b. Date.
c. Name and address of Architect.
d. Name and address of Contractor.
e. Name and address of Subcontractor.
f. Name and address of supplier.
g. Name of manufacturer.
h. Number of title and appropriate Specification Section.
i. Drawing number and detail references, as appropriate.
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C. Submittal Transmittal: Package each submittal appropriately for transmittal and handlin
Transmit each Submittal from Contractor to Architect using a transmittal form. Submitt:
received from sources other than the Contractor will be returned without action.
1. On the transmittal, record relevant information and requests for data. On the form (
separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information
complies with Contract Document requirements. e 1.04 SHOP DRAWINGS
A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle or othe
indicate deviations from the Contract Documents. Do not reproduce Contract Documen
copy standard information as the basis of Shop Drawings. Standard information prepare
without specific reference to the Project is not considered Shop Drawings.
B. Shop Drawings include fabrication and installation drawings, setting diagrams, schedule
patterns, templates and similar drawings. Include the following information:
1. Dimensions.
2. Identification of products and materials included.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
a. Sheet Size: Except for templates, patterns and similar full-Fize Drawings, subn
Shop Drawings on sheets at least 24" x 36", but no larger than 36" x 48". b. Initial Submittal: Submit one correctable translucent reproducible print and two
blue- or black-line prints for the Architect's review. The reproducible print will b
returned along with blue/blackline prints.
c. Do not use Shop Drawings without an appropriate final stamp indicating action 1
in connection with construction.
6. The use or re-use of the Architect's or Engineer's drawings for Shop Drawings is str
prohibited. Such use will constitute rejection of the Shop Drawing.
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C. Coordination drawings are a special type of Shop Drawing that show the relationship an
integration of different construction elements that require careful coordination during
fabrication or installation to fit in the space provided or function as intended.
1. Preparation of coordination Drawings is specified in Section "Project Coordination" i
may include components previously shown in detail on Shop Drawings or Product C
2. Submit coordination Drawings for integration of different construction elements. Sh
sequences and relationships of separate components to avoid conflicts in use of spq
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1.05 PRODUCT DATA
A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instruction
catalog cuts, standard color charts, roughing-in diagrams and templates, standard wirin(
diagrams and performance curves. Where Product Data must be specialty prepared
because standard printed data is not suitable for use, submit as "Shop Drawings."
1. Mark each copy to show applicable choices and options. Where printed Product Da
includes information on several products, some of which are not required, mark cop
indicate the applicable information. Include the following information:
a. Manufacturer's printed recommendations.
b. Compliance with recognized trade association standards.
c. Compliance with recognized testing agency standards.
d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement.
f. Notation of coordination requirements.
2. Do not submit Product Data until compliance with requirements of the Contract
Documents has been confirmed.
3. Preliminary submittal: Submit a preliminary single copy of Product Data where sele
of options is required.
4. Submittals: Submit two (2) copies of each required submittal; submit four (4) copies
where required for maintenance manuals. The Architect will retain one and will retu
the other marked with action taken and corrections or modifications required.
a. Unless noncompliance with Contract Document provisions is observed, the subr.
may serve as the final submittal.
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5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers,
manufacturers, fabricators and others required for performance of construction activi
Show distribution on transmittal forms.
a. Do not proceed with installation until an applicable copy of Product Data applical
is in the installer's possession.
b. Do not permit use of unmarked copies of Product Data in connection with construction.
1.08 SAMPLES
A. Submit full-size, fully fabricated Samples cured and finished as specified and physically
identical with the material or product proposed. Samples include partial sections of
manufactured or fabricated components, cuts or containers of materials, color range sets
and swatches showing color, texture and pattern.
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1. Mount, display or package Samples in the manner specified to facilitate review Of
qualities indicated. Prepare Samples to match the Architect’s Sample. Include the following:
a. Generic description of the Sample.
b. Sample source. c. Product name or name of manufacturer.
d. Compliance with recognized standards.
e. Availability and delivery time.
2. Submit Samples for review of kind, color, pattern and texture, for a final check of tt,
characteristics with other elements, and for a comparison of these characteristics
between the final submittal and the actual component as delivered and installed.
a. Where variation in color, pattern, texture of other characteristics are inherent in
material or product represented, submit multiple units (not less than 3), that sho
approximate limits of the variations. b. Refer to other Specifications Sections for requirements for Samples that illustra
workmanship, fabrication techniques, details of assembly, connections, operatic
and similar construction characteristics.
c. Refer to other Sections for Samples to be returned to the Contractor for
incorporation in the Work. Such Samples must be undamaged at time of use.
the transmittal, indicate special requests regarding disposition of Sample submi
3. Preliminary Submittals: Where Samples are for selection of color, pattern, texture c
similar characteristics from a range of standard choices, submit a full set of choices
the material or product.
4. Submittals: Except for Samples illustrating assembly details, workmanship, fabricat
-techniques, connections, operation and similar characteristics, submit 3 sets; one wi
returned marked with the action taken.
5. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons
throughout the course of construction.
a. Unless noncompliance with Contract Document provisions is observed, the subr
may serve as the final submittal.
b. Sample sets may be used to obtain final acceptance of the Construction associa
with each set.
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e
B. Distribution of Samples: Prepare and distribute additional sets to subcontractors,
manufacturers, fabricators, suppliers, installers and others as required for performance a
Work. Show distribution on transmittal forms.
1. Field Samples specified in individual Sections are special types of Samples. Field
Samples are full-size examples erected on site to illustrate finishes, coatings, or finis
materials and to establish the standard by which the Work will be judged.
a. Comply with submittal requirements to the fullest extent possible. Process
transmittal forms to provide a record of activity.
1.07 ARCHITECT’S ACTION
A. Except for submittals for record, information or similar purposes, where action and
return is required or requested, the Architect will review each submittal, mark to
indicate action taken and return promptly.
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1. Compliance with specified characteristics is the Contractor's responsibility.
B. Action Stamp: The Architect will stamp each submittal with a uniform, self-explanatory
action stamp. The stamp will be appropriately marked, as follows, to indicate the actio1
taken.
1. 'No Exceptions Taken" means that no deviations from the Design Concept have bc
found.
2. "Revise As Noted" means that deviations from the Design Concept which have bee
found are noted, and the Contractor may proceed accordingly. 3. "Revise and Resubmit" means that the submittal must be revised and resubmitted i
response to the Architect's/ConsuItant's notations.
4. "Sub Specified Item" means that the submittal does not conform to the Design Coni
or approved Alternate Materials and/or Product Data.
5. "Rejected" means that the submittal does not conform to the Design Concept or me
requirements of the Contract Documents.
6. Other Action: Where a submittal is primarily for information or record purposes, sp
processing or other activity, the submittal will be returned, marked "Action Not Reqi
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END OF SECTION
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SECTION 01315 e SCHEDULES AND REPORTS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section includes administrative and procedural requirements for schedules and repc
required for proper performance of the Work, including:
1. Preliminary construction schedule. 2. Contractor’s construction schedule.
3. Submittal schedule.
4.
5. Daily construction reports.
Related Sections: The following Sections contain requirements that relate to this Section
1. Division 1 Section “Applications for Payment” specifies requirements for submittal (
the Schedule of Values.
Division 1 Section “Project Meetings” specifies requirements for submittal and
distribution of meeting and conference minutes.
Division 1 Section “Quality Control” specifies requirements for submittal of inspectii
and test reports.
Division 1 Section “Materials and Equipment” specifies requirements for submittal (
the list of products.
Schedule of inspections and tests.
B.
2.
3.
0
4.
1.03 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of schedules and reports with
performance of other construction activities.
1.04 PRELIMINARY CONSTRUCTION SCHEDULE
A. Bar-Chart Schedule: The Contractor shall submit a preliminary horizontal bar-chart-type
construction schedule, within 5 calendar days of the date of Notice to Proceed.
1, Provide a separate time bar for each construction activity. Coordinate each elemer
the schedule with other construction activities. Schedule each construction activity
proper sequence. Provide a continuous vertical line to identify the first working day
each week.
Indicate completion of the Work in advance of the date established for Substantial
Completion.
2.
B. Submittal Tabulation: With the submittal of the Preliminary Construction Schedule, includ
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tabulation by date of submittals required during the first 30 calendar days of constructior
List those submittals required to maintain orderly progress of the Work and those requirf
early because of long lead-time for manufacture or fabrication.
1.
e
At the Contractor’s option, show submittals on the schedule, instead of tabulating separately.
1.05 CONTRACTORS CONSTRUCTION SCHEDULE
A. Bar-Chart Schedule: The Contractor shall secure time commitments for performing critic
construction activities from other sub-contractors. The Contractor shall prepare a combi
construction schedule for the entire Project.- The schedule shall be a comprehensive, m
sheet, integrated, fully developed, horizontal bar-chart-type schedule. The schedule sha
based on the Preliminary Construction Schedule and shall reflect updating and feedback
received since the start of the Project.
1.
2.
Submit the schedule within 15 calendar days of the Notice to Proceed.
Provide a separate time bar for each significant construction activity. Provide a
continuous vertical line to identify the first working day of each week.
a. If practical, use the same breakdown of units of the Work as indicated in the
Schedule of Values.
3. Within each time bar, indicate estimated completion percentage in 10 percent
increments. As Work progresses, place a contrasting mark in each bar to indicate
Actual Completion percentage.
For significant construction activities that require longer to complete, indicate an
estimated completion percentage in 10 percent increments within the time bar. As
Work progresses, place a contrasting mark in each bar to indicate Actual Completi
percentage.
Prepare the schedule on a sheet, or series of sheets, of stable transparency, or ott
reproducible media, of sufficient width to show data for the entire construction peric
a.
b.
4. 0
5.
Show the activities of each prime contract on a separate sheet.
Prepare a simplified summary sheet indicating the combined construction
activities of the prime Contracts.
6. Secure time commitments for performing critical elements of the Work from parties
involved. Coordinate each element on schedule with other construction activities.
Include minor elements involved in the overall sequence of the Work. Show each
activity in proper sequence. Indicate graphically the sequences necessary for
completion of related portions of the Work.
Coordinate Schedule with the Schedule of Values, list of subcontracts, Submittal
Schedule, progress reports, payment requests, and other required schedules and reports.
Indicate completion in advance of the date established for Substantial Completion.
Indicate Substantial Completion on the schedule to allow time for the Architect’s
administrative procedures necessary for certification of Substantial Completion.
Phasing: Provide notations on the schedule to show how the sequence of the Work is
7.
8.
a B.
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affected by the following:
1. Requirements for phased completion.
2. Work by separate contractors.
3. Work by the Owner.
4. Pre-purchased materials
5. Coordination with existing construction
6. Limitations of continued occupancies.
7. Un-interruptible services
8.
9. Site restrictions.
10. Provisions for future construction.
Work Stages: Use crosshatched bars to indicate important stages of construction for eac
major portion of the Work. Such stages include, but are not necessarily limited to, the
following:
1. Subcontract awards.
2. Submittals
3. Purchases.
4. Fabrication
5. Sample testing.
6. Deliveries
7. Installation
8. Testing.
9. Adjusting.
10.
Area Separations: Provide a separate time bar to identify each major area of construction
each major portion of the Work. For the purposes of this Article, a -major area” is a story 0
construction, a separate building phase, or a similar significant construction element.
1. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Permanent space enclosure.
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Partial occupancy prior to Substantial Completion
C.
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Startup and placement into final use and operation
0.
e b. Completion of Painting
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c.
d. Substantial Completion
Completion of the electrical portion of the Work e
E. Cost Correlation: At the head of the schedule, provide a cost correlation line, indicating
planned and actual costs. On the line, show dollar volume of Work performed as of the c
used for preparation of payment requests.
1. Refer to Division 1 Section "Applications for Payment" for cost reporting and paym'
procedures.
Distribution: Following response to the initial submittal, print and distribute copies to the
Architect, Owner, subcontractors, and other parties required to comply with scheduled di
Post copies in the Project meeting room and temporary field office.
1.
F.,
When revisions are made, distribute to the same parties and post in the same
locations. Delete parties from distribution when they have completed their assigi
portion of the Work and are no longer involved in construction activities.
G. Schedule Updating: Revise the schedule after each meeting, event, or activity where
revisions have been recognized or made. Issue the updated schedule concurrently with 1
report of each meeting.
1.06 SUBMITTAL SCHEDULE
A. Concurrently with development and acceptance of the Contractor's Construction Schedul
prepare a complete schedule of submittals. Submit the schedule within 10 calendar.day5 the date required for submittal of the Contractor's Construction Schedule.
1. Coordinate Submittal Schedule with the list of subcontracts, Schedule of Values an1
the list of products as well as the Contractor's Construction Schedule.
a
B. Prepare the schedule in chronological order. Provide the following information:
1.
2. Related Section number.
3. Submittal category
4. Name of the subcontractor.
5.
6. Scheduled date for re-submittal.
7.
Distribution: Following the Architect's response to the initial submittal, print and distribute
copies to the Architect, Owner, subcontractors, and other parties required to comply with submittal dates indicated.
1.
2.
Schedule date for the first submittal.
Description of the part of the Work covered.
Scheduled date for the Architect's final release or approval.
C.
Post copies in the Project meeting room and temporary field office.
When revisions are made, distribute to the same parties and post in the same 0
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locations. Delete parties from distribution when they have completed their aSSigr
part of the Work and are no longer involved in construction activities.
Schedule Updating: Revise the schedule after each meeting or other activity where re\
have been recognized or made. Issue the updated schedule concurrently with the repc
each meeting.
SCHEDULE OF INSPECTIONS AND TESTS
Prepare a schedule of inspections, tests, and similar services required by the Contract
Documents. Submit the schedule within 15 calendar days of the date established for
commencement of the Work.
Form: The schedule shall be in tabular form and shall include, but not be limited to, the
following:
1. Specification Section number.
2. Description of the test
3. Identification of applicable standards
4. Identification of test methods
5. Number of test required.
6.
7.
8. Requirements for taking samples.
9.
Distribution: Distribute the schedule to the Owner, Architect, and each party involved in
performance of portions of the Work where inspections and test are required.
D.
a
1.07
A.
B.
Time schedule or time spans for tests.
Entity responsible for performing tests. 0
Unique characteristics of each service
C.
1.08 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following
Information concerning events at the site. Submit duplicate copies to the Architect at we1
intervals:
1.
2.
3.
4.
5. Accidents
6. Meeting and significant decisions
List of subcontractors at the site.
List of separate contractors at the site.
Approximate count of personnel at the site.
High and low temperatures, general weather conditions.
a 7. Unusual events (refer to special reports).
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8.
9. Emergency procedures
?O.
11. Change Orders received, implemented.
12. Services connected, disconnected.
13.
14. Partial Completions, occupancies
15. Substantial Completions authorized.
Stoppages, delays, shortages, and losses 4D
Orders and requests of governing authorities
Equipment or system tests and startups
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION
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SECTION 01400
QUALITY CONTROL
PART 1 - GENERAL
0
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of tht
Specifications, and the Drawings.
1.02 SUMMARY
A. Administrative and procedural requirements for quality control services. Quality control
services include inspections and related actions including reports, performed by indepen
agencies, governing authorities and the Contractor. They do not include Contract
enforcement activities performed by the Owner’s Representative.
B. Inspection and testing services are required to verify compliance with requirements spec
or indicated. These services do not relieve the Contractor of responsibility for complianc
with Contract Document requirements.
C. Requirements of this Section relate to customized fabrication and installation procedures
production of standard products.
D. Specific quality control requirements for individual construction activities are specified in
Sections that specify those activities. Those requirements, including inspections and tes
cover production of standard products as well as customized fabrication and installation
procedures.
E. Inspections, tests and related actions specified are not intended to limit the Contractor’s
quality control procedures that facilitate compliance with Contract Documents requiremei
F. Requirements for the Contractor to provide quality control services required by the Owne
Representative, Owner or authorities having jurisdiction are not limited by provisions of t
Section.
@
1.03 QUALITY ASSURANCE
A. Manufacturer’s Qualifications: Regularly engaged and specializing, for the preceding fivc
years, in the design and manufacture of the product specified, equivalent in type, size, complexity and physical characteristics to those required.
1. Currently listed, for the product or products which constitute the Work of this Section,
the International Conference of Building Officials (ICBO), where applicable.
2. Equipped and staffed, and having a demonstrated ability to produce components
required within the constraints of the accepted construction schedule.
B. Installer’s Qualifications: Regularly engaged and specializing, for the preceding five (5)
years, in the design and manufacture of the product specified, equivalent in type, size,
complexity and physical characteristics to those required.
1. Specifically trained and licensed, certified or otherwise approved, in writing, by the
manufacturer.
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2. Capable of furnishing a verifiable list of not less than five (5) projects of equivalent
and size successfully completed within the preceding two (2) years.
1.04 RESPONSIBILITIES a
A. Contractor Responsibilities:
1. Re-testing: The Contractor is responsible for costs of re-testing, including compen!
for Owner’s Representative and Owner’s Consultants where results of required
inspections, tests or similar services prove unsatisfactory and do not indicate comp
with Contract Document requirements, regardless of whether the original test was t
Contractor’s responsibility.
2. Cost of re-testing construction revised or replaced by the Contractor is the Contracl
responsibility, where required tests were performed on original construction.
3. Cost of re-testing construction used as temporary facilities by the Contractor is the
Contractor’s responsibility.
4. Costs of testing construction required by Contractor’s substitutions is the Contract0
responsibility.
5. Milling inspection and factory testing of steel is the Contractor’s responsibility.
B. Associated Services: The Contractor shall cooperate with agencies performing require
inspections, tests and similar services and provide reasonable auxiliary services as
requested. Notify the agency sufficiently in advance of operations to permit assignmer
personnel. Auxiliary services required include, but are not limited to:
1. Providing access to the Work and furnishing incidental labor and facilities necessai
facilitate inspections and tests.
2. Taking adequate quantities of representative samples of materials that require test
assisting the agency in taking samples.
3. Providing facilities for storage and curing of test samples, and delivery of samples
testing laboratories.
4. Providing the agency with a preliminary design mix proposed for use for materials I
that require control by the testing agency.
5. Security and protection of samples and test equipment at the Project Site.
C. Scheduling: Provide forty-eight (48) hours notice to Owner’s Representative sufficient1
advance of operations to allow for Owner’s Testing Laboratory assignment of personne
scheduling of tests.
1. When test or inspections are not performed after such notice, Contractor shall reim
Owner for Owner’s testing Laboratory personnel and travel expenses incurred.
D. Owner Responsibilities: The Owner will provide inspection, tests and similar quality co
services specified to be performed by independent agencies and not by the Contractor,
except where they are specifically indicated as the Contractor’s responsibility or are prc
by another identified entity. Costs for these services are not included in the Contract SI
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1. The Owner will employ and pay for the services of an independent agency, testing
laboratory or other qualified firm, to be known as the “Owner’s Testing Laboratory,. 1
perform services which are the Owner’s responsibility.
2. If the Owner requires re-testing, and the results indicate that the Work re-tested con
with the Contract Documents. All costs of such additional tests shall be paid by the
Owner.
3. An inspector employed by the Owner and responsible to the Owner’s Representativc
be assigned to the Work. Notice of forty-eight (48) hours prior to inspection is requi
Request for inspection form will be provided.
4. Holidays/No Inspection: The following is a list of holidays. No work requiring inspec
should be scheduled on these dates. It is the responsibility of the Contractor to verif
with the Owner’s Representative the specific dates of each holiday for each year.
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New Year’s Eve Day Labor Day
New Year’s Day Columbus Day
Martin Luther King Day Veteran’s Day
Presidents’ Day Thanksgiving Day (and day after) Memorial Day Christmas Eve Day
Independence Day Christmas Day
E. Coordination: The Contractor and each agency engaged to perform inspections, tests ai
similar services shall coordinate the sequence of activities to accommodate required
services with a minimum of delay. In addition, Contractor and each agency shall coordir
activities to avoid the necessity of removing and replacing construction to accommodate
inspections and tests.
1. The Contractor is responsible for scheduling times for inspections, tests, taking saml
and similar activities.
1 .OS SUBMITTALS
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A. The independent testing agency shall submit a certified written report of each inspection, of similar service, to the Owner’s Representative, in triplicate unless the Contractor is
responsible for the service.
1. Owner’s Testing Laboratory and Contractor’s Testing Laboratory shall submit five (5)
copies of all reports to Owner’s Representative, indicating observations and results o
tests and indicating compliance or non-compliance with the Contract Documents.
2. Owner’s Representative will distribute one (1) copy of the reports to Owner, Owner’s
Consultants and Contractor.
B. Submit additional copies of each written report directly to the governing authority, when t
authority so directs.
C. Report Data: Written reports of each inspection, test or similar service shall include, but be limited to:
1. Date of issue.
2. Project title and number.
3. Name, address and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making the inspection or test.
6. Designation of the Work and test method.
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7. Identification of product and Specification Section.
8. Complete inspection or test data.
9. Test results and an interpretation of test results.
10. Ambient conditions at the time of sample-taking and testing.
11. Comments or professional opinion as to whether inspected or tested Work complies
12. Name and signature of laboratory inspector.
13. Recommendations on re-testing.
Contract Document requirements.
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1.06 QUALITY ASSURANCE
A. Qualification for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, which are pre-qualified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the Americ. Council of Independent Laboratories, and which specialize in the types of inspections an tests to be performed.
B. Each independent inspection and testing agency engaged on the Project shall be author
by authorities having jurisdiction to operate in California.
PART 2 - PRODUCTS
Not Applicable.
PART 3 - EXECUTION
3.01 REPAIR AND PROTECTION
A. General: Upon completion of inspection, testing, sample-taking and similar services, re, damaged construction and restore substrates and finishes to eliminate deficiencies, inch deficiencies in visual qualities of exposed finishes. Comply with Contract Document requirements for "Cutting and Patching."
5. Protect construction exposed by or for quality control service activities, and protect repai construction.
6. Reparation and protection is the Contractor's responsibility, regardless of the assignmen responsibility for inspection, testing or similar services.
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END OF SECTION
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
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1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not limited to, the Agreement
General Conditions, Supplementary Conditions, Sections in Division 1 of these
Specifications, and the Drawings.
1.02 SUMMARY
A. Work Included:
1. Administrative and procedural requirements governing the Contractor's selection of
products for use in the Work.
B. Standards: Refer to Section "Definitions and Standards" for applicability of industry
standards to products specified.
C. Administrative procedures for handling requests for substitutions (Value Engineering) fr
after award of the Contract are included under Section 01630, "Product Substitutions."
1.03 DEFINITIONS
A. Definitions used in this Article are not intended to change the meaning of other terms u!
the Contract Documents, such as "specialties," "systems," "structure," "finishes,"
"accessories" and similar terms. Such terms are self-explanatory and have well-recogn
meanings in the construction industry.
l. "Products" are items purchased for incorporation in the Work, whether purchased fo
Project or taken from previously purchased stock. The term "product" includes the 1
"material," "equipment," "system" and terms of similar intent.
a. "Named Products" are items identified by manufacturer's product name, includir
make or model designation, indicated in the manufacturer's published product
literature that is current as of the date of the Contract Documents.
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2. "Materials" are products that are substantially shaped, cut, worked, mixed, finished,
refined or otherwise fabricated, processed or installed to form a part of the Work.
3. "Equipment" is a product with operational parts, whether motorized or manually
operated, that requires service connections such as wiring or piping.
1.04 SUBMITTALS
A. Product List Schedule: Prepare a schedule showing products specified in a tabular form
acceptable to the Owner's Representative. Include generic names of products required.
Include the manufacturer's name and proprietary product names for each item listed.
1. Coordinate the product list schedule with the Contractor's Contract Schedule includii
the Schedule of Submittals.
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2. Form: Prepare the product listing schedule with information on each item tabulated
under the following column headings:
a. Related Specification Section number.
b. Generic name used in Contract Documents.
c. Proprietary name, model number and similar designations.
d. Manufacturer's name and address.
e. Supplier's name and address.
f. Installer's name and address.
g. Projected delivery date, or time span of delivery period. h. Identification Number on Contract Schedule network.
3. Initial Submittal: Within ten (IO) days after date of commencement of the Work, SL
three (3) copies of'an initial product list schedule for the Owner's-Representative's
review. Provide a written explanation for omissions of data, and for known variatioi
from Contract requirements.
4. Completed Schedule: Within fifteen (15) days after date of commencement of the
Work, submit three (3) copies of the completed product list schedule for the Owner' Representative's review. Provide a written explanation for omissions of data, and f
known variations from Contract requirements.
5. Action Required: The Project Architect will respond in writing to the Contractor with
two (2) weeks of receipt of each product list schedule. No response within this time
period constitutes no objection to listed manufacturers of products, but does not
constitute a waiver of the requirement that products comply with Contract Documer The Owner's Representative's response will include a list of unacceptable product
selections, containing a brief explanation of reasons for this action.
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1.05 QUALITY ASSURANCE
A. Source Limitations: To fullest extent possible, provide products of the same kind, from
single source.
B. Compatibility of Options: When the Contractor is given the option of selecting between
or more products for use on the Project, the product selected shall be compatible with
products previously selected, even if previously selected products were also options.
C. Nameplates: Except for required labels and operating data, do not attach or imprint
manufacturer's or producer's nameplates or trademarks on exposed surfaces of produc
which will be exposed to view in occupied spaces or on the exterior.
1. Labels: Locate required product labels and stamps on a concealed surface or, whe required for observation after installation, on an accessible surface that is not
conspicuous.
2. Equipment Nameplates: Provide a permanent nameplate on each item of service-
connected or power-operated equipment. Locate on an easily accessible surface w
is inconspicuous in occupied spaces. The nameplate shall contain the following
information and other essential operating data as well as specific requirements in
Divisions 2-16 of the specifications:
a. Name and product of manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.
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1.06 TRANSPORTATION AND HANDLING
A. Deliver manufactured products in their original unbroken containers or bundles, clearly
labeled with manufacturer's name, brand and grade seal or model number.
B. Handle materials and equipment in a manner to avoid damage to products and their fin
C. Promptly remove damaged or defective products from the Project site and replace witk
adjustment of Contract Sum.
D. Imported Materials and Products:
a
1. Examine materials at the following points:
a. At the origination point prior to crating.
b. At the port of embarkation (for damage to crates).
c. At the port of entry (for damage to crates).
d. Immediately following delivery to the Site.
2. If crates show signs of damage, open them and inspect materials and products.
3. Reject damaged or defective products or materials, and replace promptly.
4. Provide a detailed Bill of Goods at each point listed above, indicating quantity and
condition of each item. At port locations, Bill of Goods may be accepted unless da
is observed.
1.07 STORAGE AND PROTECTION
A. Store manufactured products in accordance with manufacturer's instructions and with s
and labels intact and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity in accordance with manufacturer's
recommendations.
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B. Exterior Storage:
1. Store materials and equipment above ground on blocking or skids to prevent soilin1
staining and damage.
2. Cover products which are subject to damage by the elements with impervious protc
sheet coverings. Provide adequate ventilation to prevent condensation.
3. Store sand, rock or aggregate material in a well-drained area on solid surfaces to
prevent mixing with foreign matter.
C. Arrange storage to allow adequate inspection.
D. Periodically inspect stored products to assure that products are maintained under speci
conditions are free from damage and deterioration.
E. Protection After Installation:
1. Prevent damage to materials and equipment.
2. Use whatever protective materials or methods are prevent damage to installed pro
from traffic, construction operations and weather. Remove protection when no Ion1 required.
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3. Maintain temperature and humidity conditions in interior spaces for the Work in
accordance with manufacturers' instructions for the materials and equipment being
protected.
1.08 UL OR WARNOCK HERSHEY LABELS: a
Materials and equipment, for which labeled standards have been established and their
service is available, shall bear the appropriate label. Do not paint over or cover labels
which shall be maintained in a clean and readable condition.
1.09 MANUFACTURERS' TRADEMARKS AND NAMES
A. Owner's Representative reserves the right to review and request the removal or redesi
manufacturers' trademarks and names in items of materials and equipment which will I
exposed to view in the completed Work. Such removal or redesign shall be with no adjustment of Contract Sum.
PART 2 - PRODUCTS
2.01 PRODUCTS SELECTION
A. General Product Requirements: Provide products that comply with the Contract Docur
that are undamaged and, unless otherwise indicated, unused at time of installation.
1. Provide products complete with all accessories, trim, finish, safety guards and othc
devices and details needed for a complete installation and for the intended use ani effect.
2. Standard Products: Where available, provide standard products of types that hav
been produced and used successfully in similar situations on other projects.
B. Product Selection Procedures: Product selection is governed by the Contract Documc
and governing regulations, not by previous Project experience. Procedures governing
product selection include the following:
1. Proprietary Specification Requirements: Where only a single product or manufact1
named and indicated as "no known equal," provide the product indicated. No
substitutions will be permitted.,
2. Non-Proprietary Specifications: When the Specifications list products or manufact
that are available and may be incorporated in the Work, but do not restrict the Con
to use of these products only, the Contractor may propose any available product tt
complies with Contract requirements. Comply with Section 01630 provisions
concerning "substitutions" to obtain approval for use of an unnamed product.
a. "Or equal" clauses or similar language shall be treated as a substitution reque:
comply with Section 01630.
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3. Descriptive Specification Requirements: Where Specifications describe a product
assembly, listing exact characteristics required, with or without use of a brand or tr
name, provide a product or assembly that provides the characteristics and otherwi:
complies with Contract requirements.
4. Performance Specification Requirements: Where Specifications require compliant
with performance requirements, provide products that comply with these requiremi
and are recommended by the manufacturer for the application indicated. General
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overall performance of a product is implied where the product is specified for a spe
application.
5. Manufacturer's recommendations may be contained in published product literature, the manufacturer's certification of performance.
6. Compliance with Standards, Codes and Regulations: Where the Specifications req
compliance with an imposed code, standard or regulation, select a product that con with the standards, codes or regulations specified.
7. Visual Matching: Where specifications require matching an established Sample, tt
Owner's Representative's decision will be final on whether a proposed product mat1
satisfactorily.
8. Where no product available within the specified category matches satisfactorily anc
complies with other specified requirements, comply with provisions of the Contract
Documents concerning "substitutions" for selection of a matching product in anothe
product category, or for noncompliance with specified requirements.
9. Visual Selection: Where specified product requirements include the phrase "...as
selected from manufacturer's standard colors, patterns, textures ..." or a similar phr select a product and manufacturer that complies with other specified requirements.
Owner's Representative will select the color, pattern and texture from the product li selected.
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PART 3 - PRODUCTS
3.01 INSTALLATION OF PRODUCTS
A. Comply with manufacturer's instruction and recommendations for installation of produc
the applications indicated. Anchor each product securely in place, accurately located i
aligned with other Work.
1. Clean exposed surfaces and protect as necessary to ensure freedom from damage
deterioration at time of Substantial Completion.
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END OF SECTION
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SECTION 01630 e SUBSTITUTIONS AND PRODUCT OPTIONS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, 1
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 0
these Specifications, and the Drawings.
1.02 REQUIREMENTS
A. Procedural requirements governing the Contractor's selection of products and produ
options are included under Section 01 600, "Material and Equipment".
B. Administrative and procedural requirements for handling requests for substitutions n
after award of the Contract.
1.03 PRODUCTS LIST
A. Submit five (5) copies of complete list of major products and systems which are pro1
for installation.
B. Tabulate products and systems by Specifications Section Number, and title.
C. For products and systems specified only by reference standards, list for each such
product or system:
1. Name and address of manufacturer or fabricator.
2. Trade name.
3. Model or catalog designation, including date.
4. Manufacturer's or fabricator's data and literature on:
a. Reference Standards.
b. Performance test data. c. Certifications.
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1.04 OPTIONS
A. For products specified only by reference standard, select product meeting that stan
by any manufacturer.
B. For products specified by naming several products or manufacturers, select any on
the products or manufacturers named.
C. For products specified by naming one or more products or manufacturers and statir
equal*, or" or approved equal", or other such working on Drawings or within
Specifications Sections, submit a request for substitutions for any product or
manufacturer which is not specifically named, but only after submitting bid on speci
products and systems.
1. Use attached Substitution Request Form. 0
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1.05 SUBSTITUTIONS
A. Within ten (10) days after notice to proceed, formal requests will be considered for
substitutions of products in place of those specified. After the end of that period,
substitution requests will be considered only if specified product or System has gone of production subsequent to bidding, or specified product or system has been deem
illegal or dangerous by governing agencies having jurisdiction over this project.
B. It is the intent of the Owner and Architect to have this project constructed with mater
products and systems originally designed and specified into project. This opportunil
request substitutions is not for the convenience of bidders or contractors to submit k
for materials, products-and systems which may be more familiar to them, or having i
lesser cost.
1. The Contractor will be required to bear the cost for additional compensation to 1
Architect and his consultants for evaluation services, redesign or redetailing of 1 Contract Documents .
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C. Submit separate request for each substitution. Support each request with an expla.
for the request, and include:
1. Complete data substantiating compliance of proposed substitutions with
requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature; identify:
1) Product description.
2) Reference standards.
3) Performance and test data. a
c. Samples, as applicable.
d. Name, address, and date of similar projects on which product has been us1
and date of each installation, as well as servicing agency and installer.
2. Itemized comparison of the proposed substitution with products specified, listin significant variations.
3. Data relating to changed in the construction schedule.
4. Any effect of substitution on separate contracts.
5. Any effect of substitution on in-place construction, or other materials and systei
be installed.
6. Accurate cost data comparing proposed substitution with product specified.
7. Designation of required license fees or royalties.
8. Designation of availability of maintenance services and sources of replacemer
materials.
D. Substitutions will not be considered for acceptance when:
1. They are indicated or implied on shop drawings or product data submittals wit1
formal request.
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2. Acceptance may require extensive revision of Contract Documents.
E. Substitute products shall not be ordered or installed without written acceptance and
authorization of Owner and Architect.
F. Only the Owner and his representatives will determine the acceptability of proposed
substitutions.
1.06 REPRESENTATIONS
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A. In making a legitimate, authorized formal request for substitution, represent that:
1. A thorough investigation has transpired concerning the proposed product, and it
been determined that it is equal to or superior in all respects to that specified.
2. The same warranties or bonds, and guarantees will be provided as for that spec 3. Installation of the accepted substitution will be coordinated into the work; and su
changes to in-place work, ordered materials and products, or other work to be in
progress prior to installation of the requested substitutions, will be pelformed wit
any additional cost to Owner.
1.07 DUTIES
A. Requests for substitutions must be expeditiously forwarded for consideration.
6. Notification of decisions concerning acceptance or rejection will be in writing, and ai
final without need for clarification.
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SUBSTITUTION REQUEST FORM
(To be submitted by Contractor)
From:
To:
Project
We hereby submit for your consideration the following product instead of the specified item for the above projc
Section Paragraph Specified Item
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Proposed Substitution:
Attach complete technical data, including laboratory test, if applicable. Include complete information on changes to
Drawings andlor Specifications which substitution will require for proper installation.
Fill in blanks below:
A. Does the substitution affect dimensions shown on Drawings:
6. The undersigned agrees to pay for all changes to the building design, including engineering and all other cost$
caused by the requested substitution.
C. What effect does the substitution have on other trades?
D. Differences between proposed substitution and specified item? a
E. Manufacturer's guarantees of the proposed and specified items are: -Same -Different (Explain on attach
What are the differences in cost between proposed substitution and specified item? Identify and list savings. F.
The undersigned states that the function, appearance and quality are equivalent or superior to specified item.
Submitted By: For Use by Owner's Representative:
Accepted Not Accepted Signature
Owner's Consultant: Contractor's Name
By:
Address Date:
Accepted Not Accepted
Date: Owner's Representative:
Telephone By:
Fax: Date: e
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SECTION 01700
PROJECT CLOSEOUT
PAIRT 1 - GENERAL
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1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not limited to, the Agreement,
General Conditions, Supplementary Conditions, Sections in Division 1 of these
Specifications, and the Drawings.
1.02 SUMMARY
A. Work Included:
1. Administrative and procedural requirements for Project Close-out, including, but no
limited to Inspection Procedures.
B. Related Work:
1. Final Cleaning, Section 01710.
2. Project Record Document Submittal, Section 01720.
3. Operating and Maintenance Manual Submittal, Section 01730.
4. Submittal of Warranties, Section 01740.
C. Close-out requirements for specific construction activities are included in the appropriai
Sections in Divisions 2-16.
1 .O3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for certification of Substantial
Completion, complete the following. List exceptions in the request for inspection.
1. In the Application for Payment that coincides with, or first follows, the date Substar
Completion is claimed, show 100 percent completion for the ponion of the Work cl
as substantially complete. Include supporting documents for completion as indicat
these Contract Documents and a statement showing an accounting of changes to t
Contract Sum.
2. If 100 percent completion cannot be shown, include a list of incomplete items, the
of incomplete construction, and reasons the Work is not complete.
3. Advise Owner of pending insurance change-over requirements.
4. Submit specific warranties, workmanship bonds, maintenance agreements, final
certifications and similar documents.
5. Submit record drawings, maintenance manuals, final Project photographs, damagc
settlement survey, property survey and similar final record information.
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B. Deliver tools, spare parts, extra stock, and similar items.
C. Make final change-over of permanent locks and transmit keys to Owner. Advise the C
personnel of change-over in security provisions.
D. Discontinue or change over and remove temporary facilities from the Site, along with
construction tools, mock-ups and similar elements.
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E. Obtain and submit releases enabling the Owner unrestricted use of the Work and acce
services and utilities; include occupancy permits, operating certificates and similar rele
F. Inspection Procedures: Upon receipt of Contractor’s Punch List and request for inspec
the Project Architect will either proceed with inspection or advise the Contractor of unfi requirements. The Owner’s Representative will prepare the Certificate of Substantial
Completion following inspection, or advise the Contractor of construction that must be
completed or corrected before the certificate will be issued.
1. Final inspection will only be performed for the Project as a whole - partial inspecti
will not be permitted. 2. Allow three (3) days for the Owner’s Representative to prepare the list of items to b
corrected.
3. The Owner’s Representative wilt repeat inspection when requested and assured thi
Work has been substantially completed. 4. Results of the completed inspection will form the basis of requirements for final
acceptance.
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1.04 FINAL ACCEPTANCE
A. Preliminary Procedures: Before requesting final inspection for certification of final
acceptance and final payment, complete the following. List exceptions in the request fi
inspection.
1. Complete final clean-up requirements as described in Section 01 71 0.
2. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products a
completed operations where required.
3. Submit and updated final statement, accounting for final additional changes to the
Contract Sum.
4. Submit a certified copy of the Owner’s Representative’s final inspection list of items
be completed or corrected, stating that each item has been completed or otherwise
resolved for acceptance, and the list has been endorsed and dated by the Owner’s
Representative.
5. Submit consent of surety to final payment.
6. Submit a final liquidated damages settlement statement.
7. Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
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B. Re-Inspection Procedure: The Owner’s Representative will re-inspect the Work upon re
of notice that the Work, including inspection list items from earlier inspections, has beer
completed, except items whose completion has been delayed because of circumstance!
acceptable to the Owner’s Representative.
1. Upon completion of re-inspection, the Owner’s Representative will prepare a certific
of final acceptance, or advise the Contractor of Work that is incomplete or of obliga
that have not been fulfilled but are required for final acceptance.
2. If necessary, re-inspection will be repeated.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
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3.0'1 CLOSE-OUT PROCEDURES
A. Operating and Maintenance Instructions: As required in Section 01730.
B. Record Documents: As required in Section 01 720.
C. Cleaning: As required in Section 01 71 0.
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END OF SECTION
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SECTION 01 71 0
FINAL CLEANING
PART 1 - GENERAL
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1.01 SUMMARY
A. Work Included:
1. Administrative and procedural requirements for final cleaning at Substantial and Fi Completion.
B. Special cleaning requirements for specific elements of the Work are included in approp sections of Division 2 through 16.
C. General Project Close-out requirements are included in Section 01 700, ”Project Close-c
D. General clean-up and waste removal requirements are included in Section 01 51 0, ‘Temporary Facilities.”
1.02 QUALITY ASSURANCE
A. Environmental Requirements: Conduct cleaning and waster disposal operations in compliance with local laws and ordinances. Comply fully with federal and local environmental and anti-pollution regulations.
1. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storn sanitary drains.
2. Burning or burying of debris, rubbish or other waste material on the premises will nc permitted.
3. Comply with requirements of Southern California Air Quality Management District ir effect at time of Construction.
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PAf?T 2 - PRODUCTS
2.0‘1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by the manufacturt fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property, or that might damage finished surfaces.
PART 3 - EXECUTION
3.0‘1 FINAL CLEANING
A. General: Provide final cleaning operations when indicated. Employ experienced worke professional cleaners for final cleaning. Clean each surface or unit of Work to the condi expected from a commercial building cleaning and maintenance program. Comply with manufacturer’s instructions.
B. Complete the following cleaning operations before requesting inspection for Certification Final Completion for the Project.
1. Clean the Project Site, yard and grounds, areas disturbed by construction activities, including landscape development areas, or rubbish, waste materials, litter and foreis
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substances. Sweep paved areas clean. Remove petro-chemical spills, stains and I
foreign deposits. Rake grounds that are neither planted nor paved, to a smooth, ev
textured surface.
2. Remove tools, construction equipment, machinely and surplus material from the Si
3. Clean exposed exterior and interior hard-surfaced finishes to dirt-free conditions, frc
stains, films and similar foreign substances. Avoid disturbing natural weathering of
exterior surfaces. Restore reflective surfaces to their original condition. 4. Remove debris and surface dust from limited access spaces, including roofs, plenu
shafts, trenches, equipment vaults, manholes, attics and similar spaces. 5. Broom-clean concrete floors in unoccupied spaces. See Specifications for cleanins
resilient flooring.
6. Vacuum-clean carpet and similar soft surfaces, removing debris and excess nap.
Shampoo if required.
7. Clean transparent materials, including mirrors and glass in doors and windows. Rer
glazing compounds and other substances that are noticeable vision-obscuring mate
Replace chipped or broken glass and other damaged transparent materials. Polish
glass, taking care not to scratch surfaces.
8. Remove labels that are not permanent labels.
9. Touch-up and otherwise repair and restore marred exposed finishes and surfaces.
Replace finishes and surfaces that can not be satisfactorily repaired or restored, or 1
show evidence of repair or restoration. Do not paint over "UL" and similar labels,
including mechanical and electrical nameplates.
10. Wipe surfaces of mechanical and electrical equipment, elevator equipment and sim
equipment. Remove excess lubrication, paint and mortar droppings and other forei! substances.
11. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulti
from water exposure.
12. Replace disposable air filters, and clean permanent air filters. Clean exposed surfac
of diffusers, registers and grills. Clean ducts, blowers and coils if units were operate
without filters during construction.
13. Clean light fixtures, lamps, globes and reflectors to function with full efficiency. Rep
burned-out bulbs, defective and noisy starters, and ballast in fluorescent and mercur
vapor fixtures.
14. Leave the Project clean and ready for occupancy.
IC. Pest Control: Engage an experienced, licensed exterminator to make a final inspection,
rid the Project of rodents, insects and other pests. Comply with regulations of local
authorities.
ID. Removal of Protection: Remove temporary protection and facilities installed during
construction to protect previously completed installation during the remainder of the construction period.
IF. Compliance: Comply with governing regulations and safety standards for cleaning
operations. Remove waste materials from the Site and dispose of in a lawful manner.
I=. When extra materials of value remain after completion of associated construction have
become the Owner's property, dispose of these materials and directed.
CLEANING DURING THE OWNER'S OCCUPANCY
Should the Owner occupy the Work or any portion thereof prior to its completion by the
Contractor and acceptance by the Owner, responsibility for interim and final cleaning sha
determined by the Owner's Representative in accordance with the General Conditions of
Contract.
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3.02
END OF SECTION
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SECTION 01 720 e PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Project record documents consisting of:
a. Record drawings.
b. Record project manual (specifications).
1.02 SUBMITTALS
A. Project Record Documents: Submit after substantial completion, but prior to final
completion.
1. Record drawings: Submit in form of 1 set of reproducible plots and 2 sets of
drawing files.
a.
b.
Other record documents: Submit originals or good quality photocopies.
Submit original marked-up print set.
Sets shall include all drawings, whether changed or not.
2.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
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3.01
A.
B.
MAINTENANCE OF PROJECT RECORD DOCUMENTS
Do not use record documents of any type for construction purposes.
Maintain record documents in a secure location separate from Contract Documents at the
site accessible by the contractor and the architect during normal working hours.
Record information within 24 hours or as soon as possible after it is obtained.
Assign a person on Contractor's staff responsible for maintaining record documents.
Record the following types of information on all applicable record documents:
1. Dimensional changes.
2. New and revised details.
3.
4. Revisions to electrical circuits.
C.
D.
E.
Revised routings of piping and conduits.
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5. Changes made by modifications to the contract; note RFI and AS1 numbers if
applicable.
New infomation which may be useful to the owner, but which was not shown in
either the contract documents or submittals.
6.
0
3.02 RECORD DRAWINGS
A. Maintain a complete set of opaque prints of the contract drawings, marked to show
changes.
Where the actual work differs from that shown on the drawings, mark this set to show th
actual work.
1.
2.
B.
Mark location of concealed items before they are covered by other work.
Mark either record contract drawings or shop drawings, whichever are best suited
to show the change.
C. When the contractor is required by a provision of a modification to prepare a new
drawing, rather than to revised existing drawings, obtain instructions from the architect a
to the drawing scale and information required.
Keep drawings in labeled, bound sets.
1. Mark with colored pencil.
2.
3.
Review completed record set with the architect.
Upon authorization by the architect, prepare a full set of transparencies of contract
drawings with all record changes marked.
The architect will make the original contract drawing files available to the contractor for
production of finalized Record Documents.
D.
Mark work of separate contracts with different colors of pencils.
Incorporate new drawings into existing record sets, as they are issued, a
E.
F.
G.
3.03 RECORD PROJECT MANUAL
A.
B. Submit significant miscellaneous records:
Maintain a complete copy of the project manual, marked to show changes.
1.
2.
Where the actual work differs from that shown in the project manual, mark the record
copy to show the actual work.
1.
2.
Field Inspection Records by governing authorities.
Testing and qualifications of Subcontractors and Tradesmen.
C.
Include a copy of each addendum and modification to the contract.
In addition to the types of information required on all record documents, record the e following types of information:
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a.
b. Product substitutions.
c.
Product options taken, when the specification allows more than one. e
Name of the supplier and installer, for each product for which neither a
product data submittal or a maintenance data submittal is available.
3.04 TRANSMITTAL TO OWNER
A. Collect, organize, label, and package ready for reference.
1.
2.
Provide cardboard drawing tubes with end capes for transparencies.
Label each document (and each sheet of drawings) with "PROJECT RECORD
DOCUMENTS - This document has bee prepared using information furnished by - ,, [insert the contractor's name], and the date of preparation.
B. Submit to the architect for transmittal to the owner, prior to project closeout, unless
otherwise indicated.
END OF SECTION
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SECTION 01 730
OPERATING AND MAINTENANCE DATA
PART 1 - GENERAL
0
1.01 SUMMARY
A. Work Included:
1. Administrative and procedural requirements for operating and maintenance manua
including the following:
a. Preparation and submittal of instruction manuals covering the care, preservatio
maintenance of architectural products and finishes.
B. Related Work:
1. Special operating and maintenance data requirements for specific pieces of equiprr
or building operating systems are included in the appropriate Sections of Divisions :
through 16.
2. Preparation of Shop Drawings and Product Data are included in Section 01340, 'Sh
Drawings Product Data and Samples."
3. General Close-out requirements are included in Section 01 700, "Project Closeout."
4, General requirements for submittal of Project Record Documents are included in Se
01720, Project Record Documents."
I .02 QUALITY ASSURANCE
A. Maintenance Manual Preparation: In preparation of Maintenance Manuals, use personn
thoroughly trained and experienced in operation and maintenance of the equipment or
system involved.
1. Where written instructions are required, use personnel skilled in technical writing to 1
extent necessary for communication of essential data. 2. Where drawings or diagrams are required, use draftsmen capable of preparing Draw
or clearly in an understandable format.
3. Instructions for the Owner's Personnel: For instruction of the Owner's operating and
maintenance personnel, use experienced instructors thoroughly trained and experien
in the operation and maintenance of the building equipment or system involved.
0-
1.03 FORM OF SUBMITTAL
A. Prepare data in form of an instructional manual for use by Owner's personnel.
B. Format:
1. Size: 8 % inches by 11 inches.
2. Paper: 20 Ib. Minimum, white for typed pages.
3. Test: manufacturers' printed or neatly typewritten data.
4. Drawings:
a. Provide reinforced punched binder tab, which is bound with the text.
b. Fold larger drawings to the size of the text pages.
5. Provide fly-leaf for each separate product and major component parts of the equipmt
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a. Provide typed description of products and major component parts of equipmen
b. Provide indexed tabs.
6. Cover: Identify each volume with typed or printed title 'OPERATING AND
MAINTENANCE INSTRUCTIONS." List:
a. Title of Project.
b. Identity of general subject matter covered in this volume.
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7. Binders:
a. Commercial quality 3-ring binders with durable and cleanable plastic covers.
- b. When multiple binders are used, correlate the data into related groups.
1.04 CONTENTS OF MANUAL
A. Table of Content: Include in each volume, neatly typewritten.
B. Identify Contractor, name of responsible principal, address and phone number.
C. List each product included, indexed to the content of the volume.
D. List, with each product, the name, address and telephone number of:
1. Subcontractor or installer.
2. Maintenance contractor, as appropriate.
3. Identify area of responsibility of each of the previously mentioned parties.
4. Nearest source of supply for parts and replacement.
E. Identify each product by product name and other identifying symbols as set forth in the e contract documents.
1.05 PRODUCT DATA
A. Include only those sheets which are pertinent to the specific product.
B. Annotate each sheet to:
1. Clearly identify the specific product or part installed. 2. Clearly identify the data applicable information.
1.06 DRAWINGS
A. Supplement product data with drawings as necessary to clearly illustrate:
1. Relations of component parts of equipment and systems.
2. Control and flow diagrams.
B. Coordinate drawings with information in Project Record Documents to assure correct
illustration of completed installation.
C. Do not use Project Record Documents as maintenance drawings.
D. Written text: As required to supplement product data for the particular installation.
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1. Organize in a consistent format under separate headings for different procedures.
2. Provide a logical sequence of instructions for each procedure.
E. Copy of each warranty, bond and service contract issued:
1. Provide information sheet for the Owner’s personnel, giving:
a. Proper procedures in the event of failure.
b. Circumstances which might affect the validity of warranties or bonds.
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1.07 MATERIAL AND FINISHES MAINTENANCE MANUAL
A. Submit manuals on material and finishes. Provide one section for architectural produc including applied materials and finishes, and for products designed for moisture-proteci and products exposed to the weather.
1. Refer to individual Specification Sections for additional requirements on care and maintenance of materials and finishes.
B. Architectural Products: Provide manufacturer’s data instructions on care and maintena of architectural products, including applied materials and finishes.
1. Manufacturer’s Data: Provide complete information on architectural products, incli the following, as applicable:
a. Manufacturer’s catalog number.
b. Size. c. Material Composition.
d. Color. e. Texture.
f.
2. Care and Maintenance Instructions: Provide information on care and maintenance including manufacturer’s recommendations for types of cleaning agents to be used methods of cleaning. Provide information regarding cleaning agents and methods could prove detrimental to the product. Include manufacturer’s recommended schc
for cleaning and maintenance.
Re-ordering information for specially manufactured products. e
C. Moisture-Protections and Weather-Exposed Products: Provide complete manufacturer data with instructions on inspection, maintenance and repair of products exposed to thc weather or designed for rnoisture-protection purposes:
1. Manufacturer’s Data: Provide manufacturer’s data giving detailed information, incl
the following, as applicable:
a. Applicable standards. b. Chemical composition. c. Installation details. d. Inspection procedures. e. Maintenance information. f. Repair procedures.
D. Schedule: Provide complete information in the materials and finishes manual, includin not limited to products specified in the following Sections:
1. Glass: Section 08800.
2. Resilient Tile Flooring: Section 09660.
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3. Carpet: Section 09680.
CONTENT, FOR EACH ELECTRICAL AND ELECTRONIC SYSTEM, AS APPROPRIE
A. Description of system and component parts.
1. Function, normal operating characteristics and limiting conditions.
2. Performance curves, engineering data and tests.
3. Complete nomenclature and commercial numbers of replaceable parts.
1.08 e
B. Circuit directories of panelboards.
1. Electrical service.
C. As-built, color-coded wiring diagrams.
D. Operating procedures:
1. Routine and normal operating instructions.
2. Sequences required.
3. Special operating instructions.
E. Maintenance procedures:
1. Routine operations.
2. Guide to "trouble-shooting."
3. Disassembly, repair and re-assembly.
4. Adjustment and checking.
F. Manufacturer's printed operating and maintenance instructions.
G. Original manufacturer's parts list, illustrations, current prices, recommended quantities
maintained in storage, assembly drawings and diagrams required for maintenance.
1. Predicted life of parts subject to wear.
2. Items recommended to be stocked as spare parts.
H. Other data as required in the individual sections.
1. Prepare and include additional data as may be required for instruction of the Own€
personnel.
2. Additional requirements for operating and maintenance data as specified in the
individual sections.
3. Provide complete information for products specified in the individual sections.
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1.09 SUBMITTAL SCHEDULE FOR MANUALS
A. Submit two (2) copies of the completed data in final form 15 days prior to final inspecti
copy will be returned with comments after final inspection. No final inspection will be r
until the required data has been submitted and found to be satisfactory.
B. Submit specified number of copies of approved data in final form 10 days after final
inspection.
1.10 INSTRUCTION OF OWNER'S PERSONNEL
A. Work requiring instruction of the Owner's personnel is specified in the individual sectio
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@
B. Schedule the instructional meeting@) 2 weeks after instructional manuals have been submitted, reviewed and accepted by the Owner's Representative.
1. For equipment that requires seasonal operation, provide similar instructions during
seasons.
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C. Upon the Owner's taking beneficial occupancy or after final acceptance (whichever is earlier), fully qualified representatives of !he manufacturers shall fully instruct the Own
designated operating and maintenance personnel in the operation, adjustment and
maintenance of all equipment and systems.
D. Basis of Instruction: Operating and Maintenance manual. Review contents of manual
personnel in full detail to explain all aspects of operations and maintenance.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
Not applicable.
END OF SECTION
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SECTION 01 740
GUARANTEES, BONDS, SERVICE AND MAINTENANCE
PART 1 - GENERAL
0
1.01 GENERAL
A. Guarantees from subcontractors shall not limit Contractor's warranties and guarantees Owner. Whenever possible, Contractor shall cause warranties of subcontractors to be
directly to Owner. If such warranties are made to Contractor, Contractor shall assign SI
warranties to Owner prior to final payment.
1.02 FORM OF GUARANTEE
A. Submit written guarantees, in the form contained at the end of this Section unless othei
shown in individual Sections.
1.03 SUBMITTAL REQUIREMENTS
A. Assemble required guarantees, bonds and service and maintenance contracts.
B. Number of original signed copies required: 2 each.
C. Table of Contents: Neatly typed and in orderly sequence. Provide complete informatic
each item as follows:
1. Product or Work item.
2. Firm name, address, telephone number and name of principal. ~
3. Scope.
4. Date of beginning of guarantee, bond or service and maintenance contract.
5. Duration of guarantee, bond or service and maintenance contract.
5. Contractor's name, address and telephone number, and name of principal.
6. Provide information for Owner's personnel including proper procedure in case of fa
and circumstances which might affect the validity of guarantee or bond.
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1.04 FORM OF SUBMITTALS
A. Prepare in duplicate packets.
B. Format:
1. Size 8 %-inch by 1 1-inch sheets punched for 3-ring binder. Fold larger sheets to fii
binders.
2. Identify each packet on the cover with typed or printed title, "GUARANTEES AND
BONDS," Title of Project and name of Contractor.
C. Binders: Commercial quality, 3-ring with durable and cleanable plastic covers.
1.05 TIME OF SUBMITTALS
A. Within 10 days after date of Substantial Completion, prior to request for Final Paymenl
B. For Work activities, where Final Completion is delayed materially beyond the date of
Substantial Completion, provide updated submittal within 10 days after Final Completic
listing the date of Final Completion as the start of the Guarantee to Repair Period.
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1.06 SUBMITTALS REQUIRED
A. Submit guarantees, bonds, and service and maintenance contracts specified in the inc e Sections.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
Not applicable.
END OF SECTION
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SECTION 02050 a DEMOLITION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited tc
the Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 (
these Specifications, and the Drawings.
1.02 SUMMARY
A. Work included.
1. Required demolition is indicated on the drawings.
1.03 SUBMITTALS
A. Proposed Demolition Activities:
1. Submit proposed methods of operations.
2. Submit proposed dust control measures.
3. Submit proposed noise control measures.
B. Submit licensed professional engineer's sealed certification stating that required
engineering survey has been performed. e 1.04 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experience(
in the necessary crafts and who are completely familiar with the specified requirements
and the methods needed for proper performance of the work of the Section.
1.05 PROJECT CONDITIONS
A. Existing Conditions:
1. After the project is begun, the contractor is responsible for the condition of building
materials to be demolished. The owner does not warrant that the condition of
building or materials to be demolished will not have changed since the time of
inspection for bidding purposes.
2. The owner reserves the right to remove and salvage portions of the structure prior 1
the start of demolition.
8. Unforeseen Conditions:
1. Should unforeseen conditions be encountered that affect design or function of
project, investigate full and submit an accurate, detailed, written report to the
architect. While awaiting the architect's response, reschedule operations if
necessary to avoid delay of overall project.
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m PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that utilities have been disconnected and sealed.
8. Survey existing conditions and correlate with drawings and specifications to determine
extent of demolition required.
C. Insofar as is practicable, arrange operations to reveal unknown or concealed structural
conditions for examination and verification before removal or demolition.
D. Verify actual conditions to determine in advance whether removal or demolition of any
element will result in structural deficiency, ovedoading, failure, or unplanned collapse.
E. Perform continuing surveys as the work progressed to detect hazards resulting from
demolition or construction activities.
3.02 PREPARATION
A. Traffic:
1. Do not obstruct walks or public ways without the written permission of governing authorities and of the owner. Where routes are permitted to be closed, provide alternate routes if required.
B. Protection:
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1. Provide for the protection of persons passing around or through the area of
demolition.
2. Perform demolition so as to prevent damage to adjacent improvements and facilitie:
to remain.
3. Provide protective measures to ensure free and safe passage of persons to and fro1
occupies areas.
4. Erect temporary protection such as walks, fenced, railings, canopies, etc., where
required by authorities having jurisdiction. 5. Protect walls, floors, and other new or existing work from damage during demolition
operations.
6. Protect existing site appurtenances and landscaping to remain.
C. Temporary Partitions:
1. Provide substantial construction designed by the contractor to provide effective
protection s required.
D. Damages:
1. Without cost to the owner and without delay, repair any damages caused to facilitie!
to remain.
3.03 UTILITY SERVICES
990'
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A. Comply with requirements specified in Divisions 16.
B. Obtain written approval before interrupting existing utilities.
C. Bypass Connections:
a
1. Provide as necessary to maintain service to occupied areas.
D. Notify the owner at least 72 hours in advance of changeover.
3.04 EXPLOSIVES
A. Do not use explosives.
3.05 POLLUTION CONTROLS
A. Control as much as practicable the spread of dust and dirt.
B. Observe environmental protection regulations.
C. Do not allow water usage that results in freezing or flooding.
D. Do not allow adjacent improvements to remain to become soiled by demolition
operations.
3.06 DEMOLITION - GENERAL
A. Remove: e 1. Unless items are otherwise indicated to be reinstalled or salvage, remove and scrar
B. Remove and Reinstall:
1. Remove items indicated; clean, service, and otherwise prepare for service; reinstall
the same location (or in the location indicated).
C. Remove and Install New:
1. Remove and dispose of items indicated and install new items in the same location (
in the location indicated).
D. Remove and Salvage:
1. Items indicated to be salvaged will remain the owner's property. Carefully remove
and clean items indicated to be salvaged; pack or crate to protect against damage;
identify contents of containers; deliver to the locations indicated.
E. Remove and Scrap: Remove and dispose of items indicated:
1. All demolished or removed items and materials shall be considered scrap except fo
those indicated to remain, those indicated to be reinstalled, and those indicated to k salvaged.
2. Items of value to the contractor:
a. Do not store removed items on site.
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F. Existing to Remain. Construction or items indicated to remain shall be protected again:
damage during demolition operations. Where practicable, and with the architect's
permission, the contractor may elect to remove items to a suitable storage location dun
demolition and then properly clean and reinstall the items.
G. Perform work in a systematic manner.
H. Perform selective demolition using methods which are least likely to damage work to
remain and which will provide proper surfaces for patching.
0
I. Remove debris daily.
J. Use any methods permitted by governing regulations and the requirements of the
contract documents.
DEMOLITION ON OR BELOW GRADE
A. Where portions of concrete slabs-on-grade are to be removed, first outline the portion
with a concrete saw to a depth of at least 1 inch.
B. Remove completely, concrete slabs-on-grade, asphalt and base curbs and berms,
utilities, etc., where required for new construction and as indicated.
C. Completely remove below-grade construction, including foundations, to at least 5 feet
below grade.
3.07
3.08 FILLING BELOW-GRADE AREAS AND VOIDS
A. Below-grade areas and voids resulting from demolition of structures shall be filled or
excavate further, as appropriate, according to requirements specified elsewhere in
Division 2.
*
3.09 DISPOSAL OF DEMOLISHED MATERIALS
A. Promptly dispose of materials resulting from demolition operations. Do not allow
materials to accumulate on site.
B. Transport materials resulting from demolition operations and legally dispose of off-site.
C. Do not burn removed materials on project site.
D. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and
promptly dispose of off-site.
3.10 CLEANING
A. Remove tools and equipment. Dispose of scrap.
B. Broom clean interior areas.
C. Leave exterior areas free of debris.
D. Clean soil, smudges, and dust from surfaces to remain.
END Of SECTION 02050 0
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SECTION 06400 a ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited to
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of thl
Specifications, and the Drawings.
1.02 SUBMITTALS
A.
B. Product Data: Submit the following:
Comply with pertinent provisions of Section 01 300.
1. Materials list of items proposed to be provided under this Section.
2. Manufacturer's specifications and other data needed to prove compliance with the
specified requirements.
3. Shop drawings in sufficient detail to show fabrication, installation. anchorage, and
interface of the work of this Section with the work of other Sections.
a. Show each of the items to be provided under this section. Shop drawings shall
indicate the material grade and species, full size profiles of moldings, thickness'
of parts, construction, fastening, blocking, clearances, assembly and erection dt
applied finishes and surfacing, mill applied and/or built-in hardware, and necess
connections to other work.
b. Shop drawings shall bear the WIC "Certified Compliance Label" on the first pagc
the drawings.
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4. Color charts showing colors and finishes available from the proposed manufacturer
specified products.
5. Samples: Submit the following samples:
a. Lumber with or for transparent finish; 6" x 3 I4" x 18", for each species and cut,
finished on one side and one edge.
b. Veneer leaves representative of and selected from, flitches to be used for transl:
finished woodwork.
c. Wood veneer faced panel products, with or for transparent finish, finished, 8" x 1
for each species and cut.
d. Plastic laminate.
6. WIC "Certified Compliance Certificate" prior to delivery certifying that products comp
with all requirements of the WIC grade specified.
7. WIC "Certified Compliance Certified for Installation" after completion of installation. a
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0 1.03 QUALITY ASSURANCE
A. Comply with the "Manual of Millwork" of the Woodwork Institute of California WC) forti
grades specified.
Use adequate numbers of skilled workmen who are thoroughly trained and experienced
the necessary crafts and who are completely familiar with the specified requirements an
methods needed for proper performance of the work of this Section.
Manufacturer Qualifications: Firm experienced in successfully producing architectural
woodwork similar to that indicated for this Project, with sufficient production capacity to
produce required units without causing delay in the Work.
Installer Qualifications: Arrange for installation of architectural woodwork by a firm that (
demonstrate successful experience in installing architectural woodwork items similar in t and quality to those required for this project.
B.
C.
D.
1.04 DELIVERY, STORAGE, AND HANDLING
A.
B.
Comply with pertinent provisions of Section 01600.
Protect woodwork during transit, delivery, storage, and handling to prevent damage, soil
and deterioration.
Do not deliver woodwork until painting, wet work, grinding, and similar operations that c(
damage, soil, or deteriorate woodwork have been completed in installation areas. If
woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in "Project Conditions."
C. e
1.05 PROJECT CONDITIONS
A. Environmental Conditions: Obtain and comply with Woodwork Manufacturer's and lnsta
coordinated advice for optimum temperature and humidity conditions for woodwork durin
storage and instalration. Do not install woodwork until these conditions have been attain
and stabilized so that woodwork is within plus or minus 1 .O percent of optimum moisture
content from date of installation through remainder of construction period.
Field Measurements: Where woodwork is indicated to be fitted to other construction, chc
actual dimensions of other construction by accurate field measurements before
manufacturing woodwork; show recorded measurements on final shop drawings. Coord
manufacturing schedule with construction progress to avoid delay of Work.
1.
B.
Where field measurements cannot be made without delaying the Work, guarantee
dimensions and proceed with manufacture of woodwork without field measuremen
Coordinate other construction to ensure that actual dimensions correspond to
guaranteed dimensions.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Standing and Running Trim, and Rails:
1. 0 Quality Standard: Comply with applicable WIC section indicated below:
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WIC Section 10 "Interior Trim"
2. Rout or groove backs of flat trim members; kerf backs of other wide flat members,
except for members with ends exposed in finished work.
Assemble casings in plant except where limitations of access to place of installatic
require field assembly.
a
3.
B. Interior Trim and Rails for Transparent Finish: Comply with the following requirements:
a. Grade: Premium,
b. Lumber Species: Match species and cut indicated for other types of transparent
finished architectural woodwork located in same area of building, unless otherwise
indicated, on drawings.
Species: Where indicated, fabricate of the following lumber: Red Oak. c.
C. Flush Wood Paneling:
1.
2.
Quality Standard: Comply with WIC Section I1 "Miscellaneous Interior Millwork".
Flush Wood Paneling for Transparent Finish: Comply with the following requireme
a. Grade: Premium.
b.
c.
d.
e.
Veneer Species: Oak (Parchment to match Architect Sample).
Matching of Adjacent Veneer Leaves: Book match.
Veneer Matching within Panel Face: Balance match.
Panel Matching Method: Match panels to one another within each separate
by the following method:
e
Sequence matched panel sets.
D. Plastic Covered Casework: WIC Section 15, Plastic Covered Casework, Premium grade
1.
2.
3.
4.
Construction Style: Style A Frameless.
Exposed Materials: High pressure laminate .028" minimum thickness, NEMA LD-1,
Colors are indicated on drawings.
Cabinet Interiors: As called out for each type.
Door and Drawer front Style: Flush overlay, with miter corners at plastic laminate.
a. Drawer Boxes: Provide sub-fronts and applied finish fronts securely, with sq
corners and self-edges. Provide drawers with metal slides specified.
b. Doors: Hinged to swing flat against the face of adjoining cabinet or the side
the cabinet. Do not notch door or cabinet ends or divisions to receive hinges
12" wide melamine shelves, with all edges faced, lengths as indicated on drawings 5. e
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a. Shelves shall be %" thick for spans up to 35" and I" thick for spans over 35'
48", and adjustable to 1" centers. Recess metal shelf standards into the er
panels.
6.
Plastic Laminate Countertops and Splashes: WIC Section 16, "Laminated Plastic Countertops, Splashes, and Wall Paneling", Premium grade.
1.
Toe Kick Base: Rubber base as noted on drawings.
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E.
Plastic Laminate Countertops and Splashes: As shown on drawings for each typ
2.02 HARDWARE
A. Provide all cabninet hardware for all casework included in work of this section:
1.
2.
Unless otherwise specified, all hardware shall be US26D, Satin Chrome or equb
Hinges: Stanley 15600 Series, or approved equal, self-closing, appropriate for c;
construction. Provide two hinges or doors up to 20 pounds; 3 hinges for doors 2(
pounds up to 40 pounds; and 4 hinges for doors from 40 pounds up to 60 pound:
Magnetic Catches: Amerock V-9765, or approved equal, for doors 5 sq. ft. and le and Epco 592 for doors larger than 5 sq. ft.
Drawer and Door Pulls: Stanley 4484, US27 (solid satin aluminum), or approved
Metal Drawer Guides: Knapp & Vogt 1500, Grant 335, Washington 230, or apprc
equal, except for heavily loaded drawers use Knapp 8, Vogt 1395, Grant 328, or
approved equal, full-extension drawer guides.
Adjustable Shelf Standards: Knapp 8, Vogt 255, Garcy U373, Grant 125, or appr
3.
4.
5.
6. e equal.
2.03 ACCESSORIES
A. Fasteners and Anchorage's: Provide nails, screws and other anchoring devices of type
material and finish suitable for intended use and required to provide secure attachment
concealed where possible.
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and prop
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not pro until unsatisfactory conditions are corrected.
Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation
products of this Section.
B.
3.02 INSTALLATION 0
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A. Coordinate as required with other work to assure proper and adequate provision in other
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, the approved
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, an
manufacturer's recommended installation procedures.
Quality Standard: Install woodwork to comply with WIC Section 26 for same grade spec
in Part 2 of this section for type of woodwork involved.
Install woodwork plumb, level, true, and straight with no distortions. Shim as required wi
concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including
and with no variations in flushness of adjoining surfaces.
Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damage
finish at cuts.
Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secu
grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing
required for a complete installation. Except where pre-finished matching fastener head:
required, use fine finishing nails for exposed nailing, countersunk and filled flush with
woodwork and matching final finish where transparent finish is indicated.
Paneling: Anchor paneling to supporting substrate with concealed panel-hanger clips a
blind nailing on backup strips, splined-connection strips, and similar associated trim and
framing. Do not face nail unless otherwise indicated.
Complete the finishing work specified in this section to whatever extent not completed-a
shop or before installation of woodwork.
Refer to Section 09900 for final finishing of installed architectural woodwork.
a
B.
C.
D.
E.
F.
G.
H. e
I.
3.03 ADJUSTMENT AND CLEANING
A. Repair damaged and defective woodwork where possible to eliminate defects functiona
and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform
appearance .
Clean woodwork on exposed and semi-exposed surfaces. Touch up factory-applied fir
to restore damaged or soiled areas.
B.
3.04 PROTECTION
A. Provide final protection and maintain conditions, in a manner acceptable to manufactur Installer, that ensures that woodwork is being without damage or deterioration at time a
Substantia I Com pl et ion.
END OF SECTION
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SECTION 091 00
METAL SUPPORT SYSTEMS
PART 1 - GENERAL
a
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited tc
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of th
Specifications, and the Drawings.
1.02 SUBMITTALS
A.
6.
Comply with pertinent provisions of Section 01 300.
Product Data: Submit the following:
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer’s specifications and other data needed to prove compliance with thc
specified requirements.
Shop drawings in sufficient detail to show fabrication, installation, anchorage, and
interface of the work of this Section with the work of other Sections.
Manufacturer’s recommended installation procedures, which will become the basi
accepting or rejecting actual installation procedures used on the Work.
3.
4.
0 1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
the necessary crafts and who are completely familiar with the specified requirements ar
methods needed for proper performance of the work of this Section.
Fire-Resistance Rating: Where assemblies with fire-resistance ratings are indicated, pr
materials and installations identical with applicable assemblies, which have been tested
listed by recognized authorities.
Reference Standards: In addition to complying with all pertinent codes and regulations,
comply with the following:
1.
6.
C.
American Society of Testing Materials (ASTM)
a. ASTM C 645, Non-Load (Axial) Bearing Steel Studs, Runners (Track), and
Furring Channels for Screw Application of Gypsum Board.
ASTM C 754, Installation of Steel Framing Members to Receive Screw-Attz
Gypsum.
1.04 DELIVERY, STORAGE, AND HANDLING
b.
A.
6.
Comply with pertinent provisions of Section 01600.
Metal studs shall be delivered to the job site wrapped in protective covering and stored
locations, and in such a manner to permit easy access for inspection and handling.
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PART 2 - PRODUCTS
2.01 MATERIALS
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A. Provide steel materials for metal support systems with galvanized coating ASTM A 525,
60, as follows:
1. Nonload-Bearing Wall Framing and Furring: ASTM C 645, size and gage as indic
on drawings.
a. Furring Channels: Minimum 25 gage galvanized sheet steel; 3 / 4 inch deei
standard width; lengths as required.
Resilient Channels: Minimum 25 gage galvanized sheet steel; size and lens
as required.
Fastening and Anchorage Devices: Approved devices of type and size to SI
application and to rigidly secure furring members in place.
b.
c.
2.02 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and propi
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not proc
until unsatisfactory conditions are corrected.
Install the work of this Section in strict accordance with the original design, the approvec
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, ai
manufacturer's recommendation installation procedures.
a
B.
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in othc
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, the approve
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, a
manufacturer's recommended installation procedures.
Nonload-Bearing Wall Framing and Furring: ASTM C 754, except as indicated otherwi
Isolation: Where metal support systems abut building structure horizontally, and where
partition work abuts overhead structure, isolate the work from structural movement. Ins
or cushion type joints to absorb deflections but maintain lateral support.
Fixture Support Framing: Install supplementary framing, blocking and bracing where w
required to support fixtures, equipment, services, shelving and similar work.
B.
C.
D.
E.
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F. Furring: Contractor shall ascertain all locations where partitions must be furred to
accommodate piping, panels and other wall elements prior to erection of the metal stuc
Erection Tolerances: Framing members which will be covered by finish materials shall
within the following limits:
1.
2.
3.
4.
G.
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Layout of Walls and Partitions: 1 / 4 inch from intended position.
Plates and runners: 1 / 8 inch in 8 feet from a straight line.
Studs: 1 / 8 inch in 8 feet out of plumb, not cumulative.
Face of framing members: 1 / 8 inch in 8 feet from a true plane.
END OF SECTION
*
*
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SECTION 09220 a PORTLAND CEMENT PIASTER
PART 1 - GENERAL
1-01 SUMMARY
A. Section Includes:
1. Portland cement plaster.
2. Metal furring.
3. Metal lath.
4. Trim and accessories.
B. Related Section:
1. Painting: Division 9.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer’s product date and installation instructions for
systems specified, demonstrating compliance with requirements.
Samples: Prepare one 24” X 24” sample panel of the finish texture specified for approv
before starting work. Finish shall match approved sample.
B.
1.03 QUALITY ASSURANCE
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A. Installer Qualifications: Provide installation by a company specializing in work similar tc
that required on this project and with not less than 5 years of documented experience.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in original and unopened packaging, with brand names and
manufacturer’s labels intact and legible.
Store materials in dry location, fully protected from weather and direct exposure to
sunlight.
Store and handle trim accessories to prevent bending, sagging, distortion, or other
damage.
6.
C.
1.05 PROJECT CONDITIONS
A. Environmental Requirements: Comply with provisions of ASTM C 926 before, during,
and aff er application of Portland cement plaster.
6. Warm Weather Requirements:
1. Protect plaster against uneven and excessive evaporation of moisture and from
strong flows of dry air, both natural and artificial.
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2. Apply and cure plaster as required by climatic and job conditions to prevent dryin!
out during curing and period.
a. Prevent premature drying of plaster, using any of the following: Moist cunni
barriers to deflect sunlight and wind, or proprietary curing compounds.
0
PART 2 - PRODUCTS
2.01
A.
FRAMING TO RECEIVE METAL LATH
Furring Channels: ASTM C 754 channels, galvanized per ASTM A 525, G60 coating
designation.
1. Channel size: Except as othetwise indicated, 3 / 4 - inch cold-rolled channels; 0.:
pound per foot.
2.02 METAL LATH
A. General: Comply with MUSFA "Guide Specifications for Metal Lathing and Furring" for
type and style of metal lath to suit application and support spacing.
Expanded Metal Lath: ASTM C 847.
1.
B.
Self-furring diamond mesh lath: 3.4 pounds per square yard nominal weight.
a. Galvanized.
b. Building paper backed.
C. FastenersIAttachment Devices: Galvanized steel; comply with MUSFA "Guide
Specifications for Metal Lathing and Furring."
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2.03 PORTLAND CEMENT PLASTER MATERIALS
A. Base Coat Materials:
1.
2.
3.
Portland cement: ASTM C 150, Type II (moderately sulfate resistant).
Masonry cement: ASTM C 91, Type N.
Plastic cement: ASTM C 150, Type I or Ill, except for limitations on insoluble
residue, air entrainment and additions subsequent to calcination; with not more
than 12 percent by volume plasticizing agents added.
Aggregate: Manufactured or natural sand, ASTM C 897.
Pumping aids (contractor's option): Plasticizing admixture; type and proportions as
recommended by admixture manufacturer for project conditions.
4.
5.
6. Water: Potable.
8. Finish Coat Materials: Same as base coat materials.
1.
recommended by admixture manufacturer for project conditions.
Pumping aids (contractor's option): Plasticizing admixture; type and proportions as
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2.04 TRIM AND ACCESSORIES
A. Metal Trim: Fabricate from ASTM A 446 or ASTM A 527 galvanized steel, with Class
G90 zinc coating.
1. Corner bead: 1/8-inch-diameter bead with expanded flanges.
2.
3. 718 inch starter strap.
4. 718 inch casing bead.
5.
Metal Accessory Moldings: Fabricate from ASTM A 446 or ASTM A 527 galvanized
steel, with Class G90 zinc coating.
1. Sizes and shapes: Provide manufacturer’s standard shapes to match profiles
indicated in drawings, Furnish trim in &foot or 10-foot lengths.
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1 / 2 inch ‘double-V’ control/ expansion joint.
Other trim extrusions as shown on details.
B.
2.05 MISCELLANEOUS MATERIALS
A. General: Provide miscellaneous materials as produced or recommended by plaster
manufacturer.
2.06 PLASTER MIXES
A. General:. Measure proportions accurately by volume. Use of shovels for measuring is
not allowed. Mix plaster using mechanical mixers unless the architect specifically approves hand mixing. .
Portland Cement Plaster: Comply with ASTM C 926 for type of substrate and for
compatibility between coats.
B.
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PART 3 - EXECUTION
3.01 PREPARATION
A. Grounds and Screeds: Install temporary grounds and screeds as necessary to ensure
accurate rodding of plaster to true surfaces; coordinate with scratch-coat work.
Flashings: Refer to applicable sections of Division 7 for the installation of flashings
indicated under exterior Portland cement plastering.
Protection: Coordinate work and provide protective coverings to protect adjacent
surfaces from soiling and damage.
Install blocking and bracing as required for adequate support of items such as fixtures,
cabinets, and toilet accessories.
3.02 INSTALLATION OF METAL LATHING
B.
C.
D.
A. Installation Standard: Install lathing accordance with ASTM C 1063.
1. Provide backing where plaster is to be spray-applied or at locations where lath wi
backing in indicated.
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B. Provide supplementary blocking, bracing, and framing as required to support edges of
lath and behind fixtures, hardware, and accessories shown to be attached to plaster
construction.
Install lath with long edges perpendicular to supports.
INSTALLATION OF PLASTERING ACCESSORIES AND TRIM
General: Comply with referenced installation standards for provision and location of
plaster trim and accessories.
1.
2.
0
C.
3.03
A.
Miter or cope trim and accessories at corners.
Install trim and accessories in proper alignment and with tight joints between
pieces.
B. Install trim and accessories where indicated and as follows:
1. Corner beads: External corners.
2.
3.
Expansion and control joint beads: as shown on the documents.
Casing beads: At terminations of plaster unless plaster terminates in other metal
frame, screed, or trim which sewes as bead.
3.04 PLASTER APPLICATION
A. General: Comply with provisions of ASTM c 926.
1. Coordinate plaster application with installation of adjacent work to avoid soiling ai
damage of plaster and other work.
Tolerances: Deviation from plane not to exceed 1/8 inch in 10 feet as measured with a
straightedge at any location on surface.
Apply plaster in thickness indicated by referenced application standard for 3-coat work.
Curing: Comply with Annex A2 of ASTM C 926 for curing of each coat and for time
between coats of Portland cement plaster. Allow min. 2 days between scratch and bra\
coat, and min. 21 days between brown and finish coats.
Apply and work finish coat to match approved mock-ups.
1. Finish textures:
a
B.
C.
D.
E.
a. Smooth Sand Finish.
Paint all plaster with paint per Section 09910, color per Architect. 2.
3.05 ADJUSTING
A. Corrections: Cut out and replace defective areas so that repairs match acceptable wor
in all respects. Defective work includes, but is not limited to, areas showing cracks,
dents, crazing, blister, and other surface imperfections, as well as areas where bond to substrate has failed.
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3.06 CLEANING
A. Removal: Remove and discard temporary protection after plasterwork in each area has been completed. Carefully remove piaster from other exposed surfaces, leaving them ir undamaged condition; dispose of packaging materials and plaster debris.
a
END OF SECTION
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SECTION 09250 a GYPSUM WALLBOARD
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited to,
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of the
Specifications, and the Drawings.
1.02 SUBMITTALS
A.
B. Product Data: Submit the following:
Comply with pertinent provisions of Section 01 300.
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer's specifications and other data needed to prove compliance with the
specified requirements.
Manufacturer's recommended installation procedures, which will become the basil
accepting or rejecting actual installation procedures used on the Work.
3.
C.
D.
Provide certification that materials meet these specifications.
Provide samples of texture finishes for approval.
1.03 QUALITY ASSURANCE
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A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
the necessary crafts and who are completely familiar with the specified requirements an
methods needed for proper performance of the work of this Section.
1.04 SITE CONDITIONS
A. Do not install wallboard products unless installation areas comply with minimum temper
and ventilation requirements recommended by manufacturer. As a minimum, provide temperatures above 50 degrees F. during and after installation.
Under slow drying conditions, allow additional drying time between coats of joint treatmi
Protect installed materials from drafts during hot, dry weather.
B.
C.
1.05 DELIVERY, STORAGE, AND HANDLING
A.
B.
Comply with pertinent provisions of Section 01600.
Deliver materials in manufacturer's unopened containers, packages or bundles identifie
manufacturer's name, brand, type, and grade clearly marked.
Store in dry areas and protect from dampness and deterioration. C. 0 D. Protect ready-mixed products from freezing.
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E.
F.
Protect metal products from rusting.
Deliver fire-rated materials bearing testing agency label and required fire classification
number.
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PART 2 - PRODUCTS
2.01 MATERIALS
A. Manufacturers: United States Gypsum, Georgia Pacific, Domtar Gypsum Co., Gold Bon
Building Products, or approved equal.
6. Gypsum Board:
1. Fire-rated: ASTM C 36 Type X; or Fed. Spec. SS-L-30, Type Ill, Grade X, Class I
inch thick as required, tapered edges, ends square cut, maximum pemissible len
C. Gypsum Wallboard Accessories:
1. Provide gypsum wallboard accessories in accordance with Gypsum Association C
216, and as shown on Drawings and specified.
Provide all accessories such as corner beads and edge trim as metal fabrications
Plastic materials will not be acceptable.
2.
3.
Furring Channels: Provide hat or z-type furring channels fabricated from minimum 22 g
galvanized steel.
Joint Treatment Materials: Provide materials complying with ASTM C 475, ASTM C 84
recommendations of manufacturer of both gypsum board and joint treatment materials 1
application indicated.
2.02 OTHER MATERIALS
D.
E.
e
A. Provide other materials, not specifically described but required for a complete and prop
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completing of the Work. Do not pro
until unsatisfactory conditions are corrected.
Commencement of installation of any product of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation products of this Section.
B.
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in 0th
work for interface with the work of this Section. 0
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1. Coordinate installation of bucks, anchors, blocking, electrical and mechanical worl which is to be placed in or behind framing and gypsum wallboard. Allow such iter be installed after framing is completed. e
B. Install the work of this Section in strict accordance with the original design, the approve( shop Drawings, pertinent requirements of governmental agencies having jurisdiction, an manufacturer’s recommended installation procedures.
3.03 GYPSUM BOARD INSTALLATION
A.
B.
Install gypsum board in accordance with Gypsum Association GA-216 recommendation
Erect gypsum board in direction most practical and across studs with ends and edges occurring over continuous firm bearing.
Erect fire-rated assembly vertically, with edges and ends occurring over continuous firm bearing.
Use screws when fastening gypsum board to framing.
Treat cut edges and holes in moisture resistant gypsum board with sealant.
Place corner beads and trim/molds as shown or required. Use longest practical length: Place edge trim and molds where gypsum board abutts dissimilar materials and at all b terminations exposed to view.
Construct tight fitting joints in exposed ceiling members, continuously around openings obstructions.
All joints and interior angles shall have tape embedded in joint compound and three sei coats of joint compound applied over all joints, angles, fasteners heads, and accessorie
smooth surface may be achieved by lightly sanding or wiping joint compound with a dampened sponge. Care shall be exercised to ensure that the nap of the gypsum boar facing is not raised during sanding operations.
C.
D.
E.
F.
G.
H. e
1. Finish:
1. Level 4 smoothwall finish.
2.
Remove and correct or replace defective work in a manner acceptable to the Architect.
Level 2 wall finish behind acoustical wall panels.
J.
3.04 TEXTURE FINISH
A. Prepare drywall and other surfaces in strict accordance with texture finish manufacture instructions.
Mix and apply finish to drywall and other surfaces indicated to receive finish in strict accordance with manufacturer’s instructions to produce a uniform texture without starv spots or other evidence of thin application, and free of application patterns. Finish sha smooth texture. Orangepeel texture will not be accepted.
Remove any texture droppings or over spray from doorframes, windows and other adjc work.
B.
C.
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3.05 CLEANING
A. Use all necessary care during execution of this portion of the Work to prevent scattering
gypsum wallboard scraps and dust and to prevent tracking of joint and finishing cornpot onto floor surfaces. At completion of each segment of installation in a room or space,
promptly pick up and remove from the working area all scraps, debris, and surplus mat€
this Section.
0
END OF SECTION
0
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SECTION 09520 @ ACOUSTICAL WALL SYSTEM
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 SUBMITTALS
A.
8.
Comply with pertinent provisions of Section 01 300.
Product Data: Submit the following:
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer's specifications and other data needed to prove compliance with the
specified requirements.
Shop drawings in sufficient detail to show fabrication, installation, anchorage, and
interface of the work of this Section with the work of other Sections.
Manufacturer's recommended installation procedures which will become the basis
for accepting or rejecting actual installation procedures used on the Work.
Standard color charts showing colors and finishes available from the proposed
manufacturer in the specified products for selection by the Architect.
Samples of each item, color, pattern and finish available in specified grades from
the proposed manufacturers.
Product certificates signed by manufacturers of acoustical wall panels certifying
that their products comply with specified requirements.
3.
4.
5. e
6.
7.
1.03 QUALITY ASSURANCE
A. Single Source Responsibility for Acoustical Wall Panels: Obtain each type of acoustica
wall panel from a single source with resources to provide products of consistent quality appearance and physical properties without delaying the progress of the Work.
Field Measurements: Take necessary measurements in the field to assure proper
dimensions for the work of this Section.
Fire Performance Characteristics: Provide acoustical wall panels with surface-burning
characteristics as indicated below, as determined by testing assembles materials
composed of facings and backings identical to those required in this Section, per ASTh
84, by a testing organization acceptable to authorities having jurisdiction.
1.
2.
B.
C.
Flame Spread: 25 or less.
Smoke Developed: 450 or less.
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1.04 DELIVERY, STORAGE, AND HANDLING
A.
B.
Comply with pertinent provisions of Section 01600.
Protect acoustical wall panels from excessive moisture in shipment, storage, and
handling. Deliver in unopened bundles and store in a dry place with adequate air
circulation. Do not deliver material to building until "wet work" such as concrete and
plaster have been completed and cured to a condition of equilibrium.
a
1.05 PROJECT CONDITIONS
A. Do not begin installation until spaces to receive acoustical wall panels have been
enclosed and maintained at approximately the same humidity ant temperature condition! as planned for occupancy. Maintain temperature and humidity as recommended by
panel manufacturer.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Manufacturers: "Fabri-Trak" by Unique Concepts, lnc.; "Wall Technology", by Broomfiel
Co.; "Sonotrol-Sonowall", by Armstrong World Industries; "Vicracoustic", by A Forbo
Group Co.; or "Silentwall", by Noise Control Products.
1. Fabric Types:
a. Type 1 for Meeting Room:
Hytex Industries, Inc. (58 York Avenue, Randolph, MA, (617) 963-4400) e
B. Acoustical Wall Panels: Fabric facing stretched over fiberglass board core with resin
reinforced edges, square profile eased 1 /16", wrapped with fabric, All assemblies to bi
Class A.
1.
2. Type 1: 1" thick high impact resistance fiberglass core.
High Impact Resistant Core: 1" 7 pounds per cubic foot fiberglass sheet with bonded fa(
sheet of 1 / 8" 20 pounds per cubic foot fiberglass.
Mounting: Concealed clips and/or Velcro tabs.
C.
2.02 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and prop
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. DO not
proceed until unsatisfactory conditions are corrected.
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B. Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation c
products of this Section. e
3.02 INSTALLATION
-A. Coordinate as required with other work to assure proper and adequate provision in othe work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, pertinent
requirements or governmental agencies having jurisdiction, and the manufacturer’s recommended installation procedures.
install acoustical wall panels in locations indicated with vertical surfaces and edges plumb, top edges level, and in alignment with other panels, scribed to fit adjoining work
accurately at borders and at penetrations. Comply with panel manufacturer’s printed
instructions for installation of panels using type of mounting accessories indicated or, if
none indicated, as recommended by manufacturer.
1. Remove and replace panels which are damaged and are unacceptable to
Architect .
B.
C.
3.03 CLEANING
A. Clean panels with fabric facing, upon completion of installation, to remove dust and othc
foreign materials from the facing, using a dry brush or a vacuum or both.
END OF SECTION 4B
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SECTION 09650
RES I LI ENT FLOOR1 NG
PART 1 - GENERAL
4D
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited tc
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of th
Specifications, and the Drawings.
1.02 SUBMITTALS
A.
B.
Comply with pertinent provisions of Section 01 300.
Product Date: Submit the following:
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer’s specifications and other data needed to prove compliance with thl
specified requirements.
Manufacturer’s recommended installation procedures that will become the basis 1
accepting or rejecting actual installation procedure used on the Work.
Color charts showing colors and finishes available from the proposed manufactur
the specified products.
Samples of each item, color, and finish available in specified graded from the pro
manufacturers.
3.
4.
5. 0
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experiencec
the necessary crafts and who are completely familiar with the specified requirements ar
methods needed for proper performance of the work of this Section.
1.04 DELIVERY, STORAGE, AND HANDLING
A.
B.
Comply with pertinent provisions of Section 01600.
Deliver materials to the job site and store in their original unopened containers with all I
intact and legible at time of use. Store in strict accordance with the manufacturers’
recommendations.
Protection: Use all means necessary to protect materials of this Section before, during
after installation and to protect installed work and materials of all other trades.
Replacements: In the event of damage, immediately make all repairs and replacement
necessary and at no additional cost to the Owner.
C.
D.
PART 2 - PRODUCTS
2.01 MATERIALS
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A.
B.
Adhesives: As recommended by manufacturer.
Sheet Vinyl: Possibilities Commercial Vinyl Sheet Flooring by Armstrong Inc., or appro
equal. Color to be selected by the Architect from standard colors.
Rubber Wall Base: 4" high; with matching stops and performed corner units; standard 1
cove, by Roppe Rubber Corp., or approved equal. Color to be selected by the Architec
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C.
2.02 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and propc
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and condition under which work of this Section will be performed. C
conditions detrimental to timely and proper completion of the Work. Do not proceed unl
unsatisfactory conditions are corrected.
Surface shall be smooth, level, at the required finish elevation, without more than 118" ir
0" variation from level or slopes shown.
1.
B.
Commencement of installation of any products of this Section shall be considered
acceptance of the substrate and conditions as being satisfactory for proper install:
of products of this Section.
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in othe
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, pertinent
requirements of governmental agencies having jurisdiction, and the manufacturer's
recommended installation procedures.
e
B.
3.03 BASE INSTALLATION
A.
B.
C.
D.
E.
Fit joints tight and vertical. Maintain minimum measurement of 18" between joints.
Miter internal corners. Use premolded sections for external corners and exposed ends.
Install base on solid backing. Adhere tightly to wall and floor surface.
Scribe and fit to door frames and other obstructions.
Install straight and level to variation of plus or minus 118 inch over 10 feet (11960).
3.04 SHEET VINYL INSTALLATION
A. Clean substrate. Spread cement evenly in quantity recommended by manufacturer to er
adhesion over entire area. Spread only enough adhesive to permit installation of floorin5
before initial set.
Set flooring in place; press with heavy roller to ensure full adhesion. a B.
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C. Lay flooring with joints and seams parallel to building lines to produce minimum numbe
Terminate flooring at centerline of door openings where adjacent floor finish is dissimik
Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to prc tight joints.
e seams.
D.
E.
3.05 CLEANING AND PROTECTION
A. Remove excess adhesive or other surface blemishes from base, using neutral type clet
recommended by the manufacturer. Protect installed base from damage until acceptan the Owner.
END OF SECTION
0
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SECTION 09680 a CARPETING
PART I - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited to,
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of the Specifications, and the Drawings.
I .02 SUBMllTALS
A.
B.
Comply with pertinent provisions of Section 01 300.
Product Data: Submit the following:
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer's specifications and other data needed to prove compliance with the
specified requirements.
Shop drawings in sufficient detail to show fabrication, installation, anchorage, and
interface of the work of this Section with the work of other Sections.
a. Clearly indicate the location of all seams, method of joining seams, direction
carpet, type of adhesive to be used, method of integrating edge strips with c
and installation procedures.
b. Submit a seaming plan showing location and pattern alignment.
Manufacturer's recommended installation procedures which will become the basis
accepting or rejecting actual installation procedures used on the Work.
Color charts showing colors and finishes available from the proposed manufacture
the specified products.
Samples of each item, color, pattern and finish available in specified grades form I
proposed manufacturers.
a. Submit one sample of carpet to be used, sufficiently sized to clearly indicate
construction. In addition, submit one duplicate sample of each color seiecte
Contractor will submit within five (5) calendar days after approval of carpeting subi
a copy of the purchase order for the carpeting selected.
3.
0
4.
5.
6.
7.
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
the necessary crafts and who are completely familiar with the specified requirements an(
methods needed for proper performance of the work of this Section.
Field Measurements: Take necessary measurements in the field to assure proper
dimensions for the work of this Section.
B. e
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1.04 ENVIRONMENTAL REQUIREMENTS
A. Do not commence with carpet installation until painting and finishing work is complete ar
ceilings and overhead work, tested, approved and completed.
Test concrete slab for moisture and alkalinity. A maximum hygrometer reading of 65% is
acceptable. Any pH reading of 10 or above are unacceptable and must be corrected.
Carpet and adhesives should be conditioned on site between 68' F and a maximum
temperature of 90' F for 24 hours before installation. Relative humidity should not excee
65%. These conditions should be maintained prior to, during, and for at least 48 hours a
completion of installation.
D. Provide sufficient lighting.
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B.
C.
I .05
A.
DELIVERY, STORAGE, AND HANDLING
Comply with pertinent provisions of Section 01600.
1.06 MAINTENANCE
A. Deliver to the Owner for use in future modifications an extra stock of approximately 10% each color and pattern in each material installed under this Section, packaging each typc
material separately, distinctly marked, and adequately protected against deterioration.
1.07 WARWNTY
A. Provide manufacturer's commercial I O-year non-prorated limited warranty, including:
1.
2.
3.
4.
Wear: Carpet will lose more than 10% of pile face fiber, by weight.
Backing Integrity/Delamination: None during warranty period.
Edge Ravel: None during warranty period.
Dimensional Stability: Carpet shall remain dimensionally stable, no shrinking or
stretching, %upping", 'doming", 'curling", or "dishing" during warranty period.
Static Protection: Carpet will prevent static build-up in excess of 3.5KV when testc
70' F and 20% relative humidity during the warranty period.
Smoke Density: Carpet will generate less than the generally accepted maximum I of 450 specific optical density for smoke, when tested in accordance with ASTM E
79 during the warranty period.
8
5.
6.
PART 2 - PRODUCTS
2.01 MATERIALS
A.
B. Primary Carpet:
Carpet: Monterey Carpets, Inc., or approved equal.
Specification Data:
1. Style Number: 6033 Grande Boucle
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2. Color: No. 2835 Amazon
3. Fiber Content: 100% DuPont Antrom Legacy BCF
4. Tufted Yam Weight: 30.0 ounces per square yard
5. Finished Pile Thickness: High, 187 inches, low .125 inches
7. Primary Backing: Woven Polypropylene
8. Secondary Backing: Woven Polypropylene
9. Density: 6,923 ounces per cubic yard
10. Wdh 12'
11. Pattern Repeat
Nylon 70% solution dyed, 30% yam dyed ab
6. Gauge: 1/10
12" w x 12 113" L
Product Data:
1. Flammability:
Pill Test: (Doc FF1-70) PASS
Radiant Panel (Direct Glue):
NBS Smoke Density - (ASTM E662-79)
ASTM E648
Flaming Mode - <450
Non-flaming Mode
At 4 Minutes: ~300
At 4 Minutes: <300
2. Static:
AATCC-134 <3.5Kv
Type Static Control: Permanent conductive fiber
3. Electrical Resistance:
Burroughs Method: Pass
IBM Method: Pass
4. Warranties: 1 0-year non-prorated commercial-wear, edge ravel and delamination
warranties when recommended installation guidelines are followed.
Installation Adhesive: Environmentally safe pressure sensitive adhesive, by Monterey.
Seaming Cement: Networx 72 seam sealer.
Leveling Undedayment: "Ardex K-55" fast-setting trowelable underlayment, by Ardex, Ir
approved equal.
4D
C.
D.
E.
2.02 OTHER MATERIALS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work Do not pro(
until unsatisfactory conditions are corrected.
Examine substrates for moisture content, alkalinity, and other conditions under which
carpeting is to be installed. Repair minor holes, cracks, depressions or rough areas usii
material recommended by carpet or adhesive manufacturer.
Clear away debris and scrape up cementitious deposits from surfaces to receive carpet1
vacuum clean immediately before installation. Check concrete surfaces to ensure no
'dusting" through installed carpet; apply sealer where required to prevent dusting.
8.
C.
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D. Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation c products of this Section.
e
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in othe
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, the approve(
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, ar
manufacturer's recommended installation procedures.
Sequence carpeting with other work so as to minimize possibility of damage and soiling
carpet during remainder of construction period.
Comply with manufacturer's instructions and recommendations for seam locations and
direction of carpet; maintain uniformity of carpet direction and lay of pile. At doors, cent
seams under doors; do not place seams in traffic direction at doorways.
Extend carpet under open-bottomed obstructions and under removable flanges and furnishings, and into alcoves and closets of each space.
Provide cut-outs where required, and bind cut edges properly where not concealed by
protective edge guards or overlapping flanges.
Expansion Joints: Do not bridge building expansion joints with continuous carpeting, pr
for movement.
B.
C.
D.
E.
F.
G.
H. Installation:
0
1. Fit sections of carpet into each space prior to application of adhesive. Trim edge!
butter cuts with seaming cement.
Apply adhesive uniformly to substrate in accordance with manufacturer's instructil
Butt carpet edges tightly together to form seams without gaps.
Roll entire carpet lightly to eliminate air pockets and ensure uniform bond.
Remove adhesive promptly from face of carpet.
2.
3.
4.
3.03 CLEANING
A.
B.
Remove adhesive from carpet surface with manufacturer's recommended cleaning age1
Remove and dispose of debris and unusable scraps. Vacuum with commercial machini
face-beater element. Remove soil. Replace carpet where soil cannot be removed. Rei
protruding face yam.
3.04 PROTECTION
A. Provide final protection and maintain conditions, in a manner acceptable to manufacturc
installer, to ensure carpet is not damaged or deteriorated at time of Substantial Comple
Deliver usable scraps of carpet to Owner's designated storage space, property packagf B. e (paper wrapped) and identified.
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1. Usable scraps are defined to include roll ends of less than 9' - 0" length, and piel
more than 3 square feet area and more than 8" wide.
Dispose of smaller pieces as 'construction waste'.
0
2.
END OF SECTION
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SECTION 09900
PAINTING a
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited to Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of thc Specifications, and the Drawings.
1.02 DESCRIPTION
A.
B.
Extent of painting work is indicated on drawings, and as herein specified.
Work includes painting and finishing of exterior exposed items and surfaces throughout project, except as otherwise indicated.
Surface preparation, priming and coat of paint specified are in addition to shoppriming i surface treatment specified under other sections of work.
"Paint" as used herein means all coating systems materials, including primers, emulsion enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.
Surfaces to be Painted: Except where natural finish of material is specifically noted as i surface not to be painted, paint exposed surfaces whether or not colors are designated "schedules". Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. Architect will select colors or finishes.
Following categories of work are not included as part of field-applied finish work.
1.
C.
D.
E. 0
F.
Pre-Finished Items: Unless otherwise indicated, do not include painting when fac finishing or installer-finishing is specified for such items.
Concealed Surfaces: Unless otherwise indicated, painting is not required on surf; such as walls or ceilings in concealed areas and generally inaccessible areas, foundation spaces, furred areas, pipe spaces, and shafts.
Finished Metal Surfaces: Unless otherwise indicated, metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials will not require finish painting.
Operating Parts: Unless otherwise indicated, moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sinkages, sensing devices, motor and fan shafts will not require finish painting.
2.
3.
4.
G. Following categories of work are included under other sections of these specifications:
1. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under various sections for metal fabrication, metal doors and frames, ant similar items.
Unless otherwise specified, shop priming of fabricated components such as architectural woodwork, wood casework, and shop-fabricated or factory-built 2. 0
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mechanical and electrical equipment or accessories is included under other secti
these specifications.
Do not paint over any code-required labels, such as Underwriters’ laboratories and Fac
Mutual, or any equipment identification, performance rating, name, or nomenclature plz
H. 0
1.03 SUBMITTALS
A.
B. Manufacturer’s Data:
Comply with pertinent provisions of Section 01 300.
1. Complete materials list of all items proposed to be furnished and installed under 1
Section,
Manufacturer’s specifications and other data required to demonstrate compliance
the specified requirements.
For information only, submit two copies of manufacturer’s specifications and app’
instructions for each material.
2.
3.
C. Samples: Following the selection of colors and glosses by the Architect, submit sampl
the Architect’s review of color and texture only. Provide a listing of material and appk
reach coat of each finish sample.
1. On 12” x 12” hardboard, provide two samples of each color and material, with te:
simulate actual conditions. Resubmit samples as requested by Architect until
acceptable sheen, color, and texture is achieved.
On actual wood surfaces, provide two 4”’ x 8” samples of natural and stained fini
Label and identify each as to location and application.
ON actual wall surfaces and exterior and interior building components, duplicate
painted finishes of prepared samples. Provide full-coat finish samples on at lea$
sq. ft. of surface, as directed, until required sheen, color and texture is obtained;
simulate finished lighting conditioning for review of in-place work.
2. m
3.
1.04 QUALITY ASSURANCE
A. Environmental protection: Provide coating materials that conform to the restrictions of
California Air Resources Board (CARB) and local Air Pollution Control District. Notify t
Architect of any paint specified herein which fails to conform to the Air Quality Manage
District Rules for the location of this project. In localities where the specified coating o
is prohibited, the Architect may direct the substitution of acceptable coating systems.
Single Source Responsibility: Provide primers and other undercoat paint produced by manufacturer as finish coast. Use only thinners approved by paint manufacturer, and
only within recommended limits.
Coordination of Work: Review other sections of these specifications in which prime p:
are to be provided to ensure compatibility of total coatings system for various substratc Upon request from other trades, furnish information or characteristics of finish materia,
provided for use, to ensure compatible prime coats are used.
The number of colors to be used in any given room or space shall be as noted on the
contract documents.
B.
C.
D.
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1.05 DELIVERY, STORAGE, AND HANDLING
A.
B.
Comply with pertinent provisions of Section 01 600.
Deliver all materials to the job site in original, new, and unopened containers bearing the
manufacturer's name and label.
Provide proper storage to prevent damage to, and deterioration of, paint materials.
Use all means necessary to protect the materials of this Section before, during, and afte
installation and to protect the work and materials of all other trades.
In the event of damage, immediately make all repairs and replacements necessary to th
approval of the Architect and at no additional cost to the Owner.
e
C.
D.
E.
1.06 SITE CONDITIONS
A. Surface Temperatures: Do not apply solvent-thinned paint when the temperature of SUI
to be painted and the surrounding air temperature are below 45 degrees F, unless othei
permitted by the manufacturer's printed instructions.
Weather Conditions: Do not apply paint in rain, fog, or mist; or when the relative humid
exceeds 85%; or to damp or wet surfaces. Applications may be continued during incler
weather within the temperature limits specified by the paint manufacturer during applica and drying periods.
B.
1.07 MAINTENANCE
A. Amount: Upon completion of the work of this Section, deliver to the Owner an extra sto equaling 10% of each color, type, and gloss of paint used on the Work, but not more th:
gallons for each.
Packaging: Tightly seal each container and clearly label with the contents and location
a
B.
1.08 WARRANTY
A. Upon completion of this portion of the Work, and as a condition of its acceptance, delivt
the Architect two copies of a Warranty signed by the Contractor and cosigned by the
subcontractor for the work of this Section, agreeing to replace and reinstall all work of tt
section found defective in material or workmanship within a period of two years from d: Substantial Completion.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Principal paint materials, unless othelwise indicated, shall be as manufactured by Dun1
Edwards Corp., Sinclair Paint Company, or approved equal.
Colors and Glosses: The Architect will be the sole judge of acceptability of the various
glosses obtained from the materials proposed to be used in the Work.
Undercoats and Thinners: Provide undercoat paint produced by the same manufacturi
the finish coat. Use only the thinners recommended by the paint manufacturer, and us
B.
C. a
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to the recommended limits. Insofar as practicable, use undercoat, finish coat, and thinr
material as parts of a unified system of paint finish. e
2.02 APPLICATION EQUIPMENT
A. For application of the approved paint, use only such equipment as is recommended for
application of the particular paint by the manufacturer of the particular paint.
Compatibility: Prior to actual use of application equipment, use all means necessary to
that the proposed equipment is actually compatible with the material to be applied and
the integrity of the finish will not be jeopardized by use of the proposed application
equipment.
B.
2.03 OTHER MATERIALS
A. All other materials, not specifically described but required for a complete and proper
installation of the work of this Section, shall be new first-quality of their respective kinds
as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Inspection: Prior to installation of the work of this Section, carefully inspect the installec
of all other trades and verify that all such work is complete to the point where this install
may properly commence, Verify that painting may be completed in strict accordance w
original design and with the manufacturer’s recommendations.
Discrepancies: Do not proceed in areas of discrepancy until all such discrepancies hav
been fully resolved.
8. 0
3.02 MATERIALS PREPARATION
A. Mix and prepare paining materials in strict accordance with the manufacturer’s recommendations.
Store materials not in actual use in tightly covered containers.
Maintain containers used in storage, mixing, and application of paint in a clean conditior
from foreign materials and residue.
Stirring: Stir all materials before application to produce a mixture of uniform density, an1
required during the application of materials. Do not stir into the material any film which
form on the surface. Remove the firm and, if necessary, strain the material before usin!
B.
C.
D.
3.03 SURFACE PREPARATION
A. Perform all preparation and cleaning procedures in strict accordance with the paint
manufacturer’s recommendations.
Remove all removable items which are in place and are not scheduled to receive paint f
or provide surface-applied protection prior to surface preparation and painting operation
Following completion of painting in each space or area, reinstall the removed items by u
workmen skilled in the necessary trades.
B.
C. 0
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D.
E.
Clean each surface to be painted prior to applying paint or surface treatment.
Remove oil and grease with clean cloths and cleaning solvents of low toxicity and a fla!
point in excess of 100 degrees F, (38 degrees C) prior to start of mechanical cleaning.
Schedule the cleaning and painting so that dust and other contaminants from the clean
process will not fall onto wet newly painted surfaces.
e
F.
G. Preparation of Metal Surfaces:
1. Thoroughly clean all surfaces until they are completely free from dirt, oil, and grel
Clean cutting oil from exposed pipes.
On galvanized surfaces, use solvent for the initial cleaning and then treat the sur
thoroughly with phosphoric acid etch. Remove all etching solution before procee
Allow to dry thoroughly before application of paint.
Apply primer the same day pretreatment is applied.
2.
3.
4.
3.04 PAINT APPLICATION
A. On all removable panels and all hinged panels, paint the back sided to match the expos sides.
Drying: Allow sufficient drying time between coats. Modify the period as recommendec
the material manufacturer to suit adverse weather conditions.
Brush and Roller Application: Apply all coats onto the surfaces in an even film. Cloudir
spotting, holidays, laps, brush or roller marks, runs sage, ropiness, and other surface
imperfections will not be acceptable.
Spray Application: Wherever spray application is used, apply each coat to provide the
equivalent hiding of brush-applied coats. Do not double back with spray equipment for
purpose of building up film thickness to two coats in one pass.
Completed work shall match the approved Samples for color, texture, and coverage.
Remove, refinish, or repaint all work not in compliance with specified requirements.
SCHEDULE OF COATINGS FOR INTERIOR SURFACES
Existing Acoustical Tile/ Newly Replaces Acoustical Tile.
1. Latex, flat.
B.
C. e
D.
E.
3.05
A.
a. Bottom coat: Gypsum wallboard/plaster/masonry primer.
Dunn-Edwards: Vinylastic W 101
Vista Paint: Hi-Build Sealer 11 00
Sherwin Williams: PrepRite 400 Primer
Intermediate coat: Same at top coat. b.
c. Top coat: Latex, flat.
Dunn-Edwards: Droplets SP188
Vista Paint: Carefree Fiat 81 00
Shewin Williams: Promar 200 Flat
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B. Existing Gypsum Wallboard/ New Gypsum Wall Board
1. Latex, semigloss.
*
a. Bottom coat: Gypsum wallboard/plaster/masonry primer.
Dunn-Edwards: Vinylastic W 101
Vista Paint: Hi-Build Sealer 11 00
Sherwin Williams: PrepRite 400 Primer
b, Intermediate coat: Same as top coat.
c. Top coat: Latex, semigloss
Dunn-Edwards: Droplets SP188
Vista Paint: Hi-Build Sealer 11 00
Sherwin Williams: Promar 200 Semi-Gloss
C. Plaster:
1. Latex, eggshell.
a. Bottom coat: Gypsum wallboard/plaster/masonry primer.
Dunn-Edwards: Droplets SP188
Vista Paint: Hi-Build Sealer 11 00
Sherwin Williams: PrepRite 400 Primer
b. Intermediate coat: Same as top coat.
c. Top coat: Latex, eggshell
Dunn-Edwards: Droplets SP188
Vista Paint: Carefree Eggshell 8000
Sherwin Williams: Promar 200 Eggshell
c
D. Ferrous Metal:
1. Latex, gloss.
a. Bottom coat: Alkyd-based, lead and chromate free, rust inhibitive, ferrous
primer.
Dunn-Edwards: Corrobar 43-5
Vista Paint: Metal Prime 999 Sherwin Williams: Kem Kromik Universal Metal Primer
b. Intermediate coat: Same as top coat.
c. Top coat: Latex, gloss
Dunn-Edwards: Droplets SP188
Vista Paint: Carefree Gloss 8500
Sherwin Williams: Promar 200 Gloss
E. Stained Wood Finish:
1. Stained Finish:
1'' Coat: 2640 Lac-O-Rite LW 120 Stain
Filler 50 Paste Wood 8-9 Paste Wood
Filler Filler
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2"' Coat: 2600 Sanding E LQ 101
Vd Coat: 2602 Semi-Gloss E 1Q 104
41'~ Coat: 2602 Semi-Gloss E 1Q 104
Sealer Decolac
Decolac
Decolac
4B
END OF SECTION
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SECTION 10520 e FIRE FIGHTING EQUIPMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section shall include, but are not necessarily limited to
the Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 0 these Specifications, and the Drawings.
1.02 SUBMITTALS
A.
B.
Comply with pertinent provisions of Section 01 300.
Product Data: Submit the following:
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer’s specifications and other data needed to prove compliance with the
specified requirements.
Shop drawings in sufficient detail to show fabrication, installation, anchorage, and
interface of the work of this Section with the work of other Sections.
Manufacturer’s recommended installation procedures which will become the basi:
for accepting or rejecting actual installation procedures used on the Work.
Color charts showing colors and finishes available from the proposed manufacturc
in the specified products.
3.
4.
5. e
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
in the necessary crafts and who are completely familiar with the specified requirements
and the methods needed for proper performance of the work of this Section.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 - PRODUCTS
2.01 MATERIALS
A.
B.
Manufacturers: J.L. Industries, Larsen’s Manufacturing Company, or approved equal.
Surface Mounted Fire Extinguisher Cabinets:
1. Manufacturer’s standard aluminum box with trim, Ambassador Model No.
1828612, frame, door and hardware to suit cabinet type, trim style, and door stylc indicated.
2. Door: ”Duo” panel. a
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2.02 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and prope
installation, as selected by the Contractor subject to the approval of the Architect.
e
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.
Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation 0
products of this Section.
B.
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in othei
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, the approvec
Shop Drawings, pertinent requirements of governmental agencies having jufisdiction, th
manufacturer’s recommended installation procedures and as directed by the Fire Marshal.
Provide approved identification to meet Fire Marshal requirements.
8.
C. e
END OF SECTION
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SECTION 12530 4) DRAPERY AND CURTAIN HARDWARE
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 SUBMITTALS
A.
B.
Comply with pertinent provisions of Section 01300.
Product Data: Submit the following:
1.
2.
Materials list of items proposed to be provided under this Section.
Manufacturer's specifications and standard color chart other data needed to provl
compliance with the specified requirements.
Manufacturer's recommended installation procedures which will become the basi:
for accepting or rejecting actual installation procedures used on the Work.
3.
1.03 QUALITY ASSURANCE
A. Field Measurements: Take necessary measurements in the field to assure proper
dimensions for the work of this Section. 1)-
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Drapery: Leo-P fabric, No. 2006-802 color, 66" wide, by DesignTex, color to be selectel
or approved equal. Fiber shall consist of 80% polyester, 18% silk, and 2% flax, and sha
meet Class A flamespread rating in accordance with ASTM E 84, and State of Californi:
Technical bulletin No. 117, Section E (CS-191-53). Provide backing for blackout drape:
in Phase II.
Curtain Track: Kirsch Co., or approved equal, Provide all bearings, stops, hooks and tt
like as required for a complete operating system.
B.
2.02 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and prop€
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION a 3.01 SURFACE CONDITIONS
September 15,1999 12530-1 99ot
Georgina Cole Library
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. DO not
proceed until unsatisfactory conditions are corrected.
Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation f
products of this Section.
a
6.
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in othc
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, the approve!
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, a
the manufacturer’s recommended installation procedures.
B.
END OF SECTION
e
(I)
September 15,1999 12530-2 99( Georgina Cole Library
SECTION 1601 1
GENERAL REQUIREMENTS, ELECTRICAL a
PART 1 - GENERAL
1 .O 1 APPLICATION:
A. The General Conditions, Supplementary Conditions and Division 1 are part oi
work and apply to all work specified under Division 16 as klly as if repeated he
1.02 DRAWINGS AND SPECIFICATIONS:
A. Electrical drawings are diagrammatic but shall be followed as closely as a1
construction and work of the other sections shall permit. Size and locatio
equipment is drawn to scale wherever possible.
Drawings and specifications are for the assistance and guidance of the Contra
Exact locations, distances and levels will be governed by the building. The Contri
shall make use of data in all the contract documents to verify information a
building site.
In any case where there appears to be a conflict or ambiguity between that whi
shown on the electrical drawings or in the electrical specifications and any other
of the Contract Documents, the Contractor shall no@ and secure directions fioi
Architect.
Drawings and specifications are intended to complement each other. Where a cc
or ambiguity exists between the requirements of the drawings and the specificai
request clarification. Do not proceed with work without direction.
The Architect shall interpret the drawings and the specifications. The interpret
by the Architect as to the true intent and meaning thereof and the quality, quanti!
sufficiency of the materials and workmanship hrnished thereunder shall be acu
as final and conclusive.
In the case of conflicts or ambiguities not clarified prior to the bidding deadline
the most costly alternative (better quality, greater quantity and larger siz
preparing the bid. A clarification will be issued to the successfirl bidder as sod
feasible after the award and, if appropriate, a deductive change order will be is
Where items are specified in the singular, this division shall provide the quanti
shown on drawings plus any spares or extras indicated on the drawings or i
specifications.
B.
C. 0
D.
E.
F.
G.
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SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTR
GEORGINA COLE LIBRARY 16
1.03 DEFINITIONS:
A. Definitions of Electrical terms will be found in the California Electric Code (C1
1995 and California Code of Regulations, Title 8, Electrical Safety Orders.
Whenever an Electrical term is used in this specification which is defined in the CC
the definition given will govern its meaning in this specification.
Whenever an Electrical term is used which does not appear in the Code, the defini
to govern its meaning in these specifications will be found in the American Stanc
Definitions of Electrical Terms, published by the American Institute of Elect1
Engineers, 33 West 39th Street, New York City.
"Provide" means furnish, install, connect and test unless otherwise noted.
The words "conduit" and "duct" are used interchangeably and have the same ma
a
B.
C.
D.
E.
1.04 EXAMINATION OF SITE:
A. Examination of the building site shall be made by the Contractor. The Contra
shall compare it with the drawings and specification and satisfy himself as to
conditions under which work is to be performed. The Contractor shall, at such t
ascertain and check the locations of.existing structures or equipment which may a 0 his work.
1.05 PERMITS. FEES AND INSPECTIONS:
A.
B.
Permits, fees and inspections shall be arranged for and paid by the Contractor.
The Contractor shall present to the Architect properly signed certificates of
inspection before work will be accepted.
1.06 ELECTRO-MECHANICAL REQUIREMENTS:
A. The power wiring, safety switches, combination controllers (indicated on elecl
plans), circuit breakers and motor control equipment forming a part of motor co
centers or switchgear assemblies and the electrical connection of the mecha
equipment to the electrical power source shall be provided by Division 16.
The electrical components of mechanical equipment including, but not limitec
motors, motor-starters, smokdfire dampers, control or pushbutton stations, f
pressure switches, solenoid valves, thermostats, junction boxes and other de1
hnctioning to control mechanical equipment shall be provided under Division
Interconnecting wiring for packaged equipment shall be provided as an integral
of the equipment.
B.
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SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTR
GEORGINA COLE LBRARY I&
C. Control Wiring: Installation of line and low voltage conduit, wiring and junction/(
boxes not shown on the electrical drawings but required for controlliing or monit
mechanical equipment and systems shall be furnished and installed under Divisio
Installation of these shall comply with the requirements of Division 16.
If substitution of controls or mechanical equipment other than that specified req
any changes in the electrical work fiom that shown on the plans or specific
Division 16, any additional cost of the equipment or electrical work shall bi
responsibility of the Contractor.
0
D.
1.07 RULES AND REGULATIONS:
A. Rules and regulations shall be complied with as set forth in all applicable Nati
State and local regulations, ordinances and statutes including, but not limited tc
latest editions of the following publications and all supplements thereto that m
in effect.
1. California Code of Regulations, Title 24, Part 2, California Building (
(CBC) 1998.
California Code of Regulations, Title 24, Part 3, California Electrical (
(CEC), 1998, hereinafter referred to as the "Code".
California Code of Regulations, Title 24, Part 9, California Fire Code (C
1998.
List of electrical fittings, published by the Underwriter's Laboratories.
2.
3. 0
4.
W).
5.
6.
7.
8.
California Code of Regulations, Title 8, Electrical Safety Orders.
NFPA- 10 1, Life Safety Code, 1994.
National Electrical Safety Code (NESC).
All applicable regulations of the local utility company.
B. Whenever the drawings or specifications require material, workmanship, arrange
or construction of a higher standard or larger size than is required by the above
and regulations, the drawings and specifications shall take precedence.
1.08 STANDARDS OF COMPLIANCE:
k When materials or equipment must conform to the standards of an organization
as the American National Standards Institute (ANSI), American Society for Tc
and Materials (ASTM), National Electrical Manufacturers Association (NEm e
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTF GEORGINA COLE LIBRARY 16
Underwriters Laboratories (UL), proof of such conformance shall be submitted tj
Architect for approval. If an organization uses a label or listing to indicate coi
ance with a particular standard, the label or listing will be acceptable evidence, u
otherwise specified in the individual sections of Division 16.
In lieu of the label or listing, the Contractor shall submit a date fiom a Natio
Recognized Testing Laboratory (NRTL) certified by the U.S. Department of Li
Occupational Safety and Health Administration (OSHA), which is competei
perform an acceptable test and is approved by Architect. The certificate shall
that the item has been tested in accordance with the specified organization's
methods and that the item conforms to the specified organization's standard.
0
B.
1.09 SUBMITTALS:
A. Submittal requirements for Division 16 shall be in accordance with Division 1 er
as modified herein. All time requirements shall be based on the notice to proceed
of the General Contract. All materials and equipment hrnished under Divisia
shall be submitted to the Architect for approval. Such approval shall be in WI
from the Architect including that which is exactly as specified. Any materia
equipment installed without written approval shall be subject to immediate rem
Approval of material or equipment shall in no way obviate compliance wit1
contract documents.
Submittals shall be packaged separately for each system or major piece of equip
and reviewed by the Contractor for verification of compliance with the con
documents prior to submitting to the Architect. Separate, bound submittals sh;
provided for each specification section to the Architect. Authorization to con
equipment or systems must be in writing from the Architect. All interface bet1
specification sections shall be indicated in each submittal.
All materials and equipment shall be new and shall bear the inspection label a
Underwriter's Laboratories (VL) where applicable. Materials and equipment sh(
the latest standard product and shall be of the grade indicated by the trade n
given.
The work shown on the contract drawings is engineered and designed to accon
date the equipment described hereinafter in these specifications.
Equipment submittal shall include manufacturer's name, model, type, number, f
size and capacity of the equipment at the given conditions. This information sh,
provided in bound submittals, each containing an index and all submittals.
number of copies shall be as indicated in Division 1. The title shall provide the pi
name, system identity, the specification number and the Contractor's name
address. This submittal shall be in addition to the shop drawings hereinafter spec
Partial submittals of material submitted from time to time are not acceptable anc
B. a-
C.
D.
E.
e be returned without review.
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTF
GEORGINA COLE LIBRARY 16
F. Submittals shall be reviewed by the Architect for compliance with the contract d
ments. Submittals found to be incomplete or not in compliance with the con
documents shall be returned for resubmittal. The Architect shall review the ori
submittal and one (1) resubmittal per section (if required). The Contractor
reimburse the Architect for all subsequent submittal review.
Equipment Layout Drawings: "Equipment Layout Drawings" shall be provide(
each equipment room, yard or area containing equipment items hrnished u
Division 16. Layout drawings shall consist of a plan view of the room or area
1/4" = 1'-0" minimum scale) showing projected outlines of all equipment, com
with dotted lines indicating all required clearances, including all clearances neede
removal or service. Location of all conduit and pull boxes shall be indica1
Drawings shall indicate any and all conflicts with other trades.
a
G.
1.10 SUBSTITUTIONS:
A. Equipment submitted for substitution must fit the space conditions shown or
drawings, leaving adequate room for maintenance around all equipment. A mini1
of thirty-six (36) inches (or more if required by Code) must be maintained cle
fiont of all electrical panels, starters, gutters or other electrical apparatus. Su
drawings showing the layout, size and exact method of interconnection of con
wiring and controls, which shall conform to the manufacturer's recommendation!
these specifications. The scale of these drawings shall be the scale of the con
drawings. The Contractor shall bear the excess costs, by any and all crafts, for fi
the equipment into the space and the system designated. Where additional labc
material is required to permit equipment submitted for substitution to fbnction
approved manner, this shall be hrnished and installed by the Contractor wit
additional cost to the Owner.
No substitutions will be allowed for materials or equipment if three (3) or i
manufacturers are indicated.
An item submitted for substitution does not constitute an "equal" unless approv
the Architect has been given in writing.
Equipment submitted for substitution shall be approved in writing by the Architec
shall be accompanied by the following:
0
B.
C.
D.
1. A sample of each item submitted for substitution shall accompany the subr
ifrequested by the Architect.
A unit price quotation shall be provided with each item intended
substitution. This quote shall include a unit price for the specified itexr
a unit price for the intended substitute item. The Contractor shall also prc
2.
a
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTR GEORGINA COLE LiBRARY 16
a total (per item) of the differential payback to the Owner should the inter
substitute item be approved as equivalent to that which is specified.
The Contractor shall reimburse the Owner for the additional services requ
by the Architect. to review and process substitutions.
3.
e
E. Substitutions shall be approved in writing by the Architect. The determination oi
Architect shall be final.
1.11 WARRANTY:
A. Warranty requirements for Division 16 shall be in accordance with Division 1 ex
as modified herein.
All materials and equipment provided shall be warranted for a minimum period of
(1) year fiom the official date of completion
The Contractor shall provide all labor and materials required to correct probl
which develop during the warranty period due to defective materials or fa
workmanship. The labor and materials to do this work shall be provided ai
additional cost to the Owner.
Within one (1) month prior to the expiration of the warranty period, the Contra
shall correct any and all defects covered by the warranty. This shall include
tightening to original specifications of all bolted connections.
All equipment shall be guaranteed to be supported in such a way as to be free f
objectionable vibration and noise.
Additional warranty requirements shall be as indicated in the following section
Division 16.
Refer to Division 1 for warranty format.
B.
C.
D. a
E.
F.
G.
1.12 OPERATION AND MAINTENANCE MANUALS:
A. The Contractor shall finish operation and maintenance manuals for each elect1
system and for each piece of equipment. The complete manual, bound in hardt:
binders or an approved equivalent, shall be provided to the Architect. The nun
of copies shall be as indicated in Division 1. One (1) manual shall be fbrnished p
to the time that system or equipment tests are performed and the remaining man
shall be firnished before the contract is completed. The following identification :
be inscribed on the cover: the words "OPERATING AND MAINTENm
MANUAL," the name and location of the building, the name of the Contractor
the contract number. II)
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTRI
GEORGINA COLE LIBRARY 160
B. The manual shall include the names, addresses and telephone numbers of
Subcontractor installing equipment and systems and of the local manufacm
representatives for each item of equipment and each system. The manual shall
a table of contents and be assembled to conform to the table of contents wit
sheets placed before instructions covering each subject. The instruction sheets
be legible with large sheets of drawings folded in. The manual shall include, bL
be limited to, the following:
1. System layout showing components.
2. Devices and controls.
3. Wiring and control diagrams showing operation and control of
component.
4. Sequence of operation describing start-up, operation and shutdown.
5. Functional description of the principal system components.
6. Installation instructions.
7. Maintenance and overhaul instructions.
8.
9.
a
Lubrication schedule including type, grade, temperature range and fiequc
Safety precautions, diagrams and illustrations.
10. Test procedures.
11. Performance data.
12. Parts list.
C. The parts list for equipment shall indicate the sources of supply, recommended :
parts and the service organization which is reasonably convenient to the building
The manual shall be complete in all respects for all equipment, controls and acce
ries provided.
The manual shall include the following:
0
D.
1. Final panelboard schedules (8-1/2”~11”).
2. Final test reports.
3. Catalog cuts of final approved light fixtures.
1.13 TEMPORARY ELECTFUCAL SERVICE:
A. The Contractor shall provide labor and materials required for the installation
maintenance of temporary lighting and required power sources for the Contrac
equipment inside the building or construction site and for pedestrian walkways db
the period of construction.
The building or construction site shall be sufficiently illuminated so that construc
work can be safely performed. Special attention shall be given to adequately li@
stairs, ladders, pedestrian walkways, floor openings, etc. Walkway lights shal
controlled by a switch within the building or construction site.
B.
a
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTRl GEORGINA COLE LIBRARY 16C
C. Power shall be on and all lighting shall be in operation before painting 1
commences.
1.14 RECORD DRAWINGS:
e
A. On one (1) set of contract drawings, kept at the site during construction, mar
work that is installed differently fiom that shown on plans, including revised circi
material or equipment. Sufficient dimensions shall be provided to locate all matt
installed beneath and outside the building including, but not limited to, undergn
conduits, cabling, ground rods and stubouts.
All changes or revisions to the contract drawings including, but not limited to, t
indicated by amendment, change order, field order, written response to RFI/RF
other contractual means shall be kept current as the work progresses and sha
incorporated onto the final record drawings.
Accurately locate and dimension all underground and embedded conduit runs o
record drawings.
The marked drawings shall be kept current as the work progresses and sha
available for inspection upon request.
At the close of construction, update the electronic files (AutoCAD (14)) wit
changes or revisions and turn them over to the Architect with one (1) complet
of reproducible drawings. The correct and completed record drawings and eleca
files are a prerequisite to final contract payment.
B.
C.
D.
E. 0
1. As part of the reproducible record drawings, the Contractor shall inch
a. Final motor control schedules as modified during construction.
b. Final panelboard schedules as modified during construction.
c. Final light fixture schedule as modified during construction.
d. Final distribution panelboard schedules as modified di
construction.
F. As part of the reproducible record drawings, the Contractor shall update the elect
drawing files (AutoCAD (14)) and provide one (1) set of full size reprodu
drawings for all signal systems (1 6700 series) which shall include exact " As-E
device locations, " As-Built " interconnection drawings and " As-Built" riser diag
and turn them over to the Architect. The correct and completed record drawing
electronic files are a prerequisite to final contract payment.
1.15 JOB VISITS BY THE ARCHITECT:
A. Periodic visits to the job by the Architect are for the express purpose of veri
compliance with the contract documents. a
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTR
GEORGINA COLE LIBRARY 16
B. Such visits shall not be construed as construction supervision. Neither shall such
be construed as making the Architect responsible for providing a safe place fc
performance of the work by the Contractor or the Contractor's employees c
safety of the supplies of the Contractor or his Subcontractors.
e
1.16 ELECTRICAL, SERVICE OUTAGES:
A. There shall be no interruption of existing electrical service without prior appro1
the Architect. Written notice of proposed utility outages shall be delivered t
Architect at least fourteen (14) days prior to the start of the proposed outage.
interruption of electrical service shall be scheduled outside the normal working 1
(1 lp.m.-6a.m., Monday-Friday or Saturday, Sunday, and Holidays). The m&
outage time allowed shall be seven (7) hours, otherwise, the Contractor sh
responsible for all the related work that may be required to provide continued el
cal service. The Contractor shall be responsible for the sequencing of all
including, but not limited to, installation of new electrical lines, abandonme
existing electrical lines and interfacing between new and existing lines to e
uninterrupted service. Additional requirements are listed in Division 1 o
specification.
1.17 SEOUENCJNG OF ELECTRICAL WORK:
A.
B. Switching:
1.
Outages for interruption of electrical services, see Paragraph 1.16. e
All electrical loads shall be switched by Contractor personnel upon rece
notice.
C. Coordination:
1. The Contractor shall coordinate connections, circuit transfers, switch
loads, etc., with the Architect.
D. Upon receipt of all materials required for the completion of the project (1 5KV
splices, elbows, connectors, 15KV padmounted switches, 15KV padmo
enclosure, etc.) and the installation of certain "critical path" portions of the wor
Contractor shall not% the Architect of their intent to proceed with the l5KV in
tions and connections. At that time, the Architect shall inspect the Contra
materials and installation to determine the completeness of preparations b
Contractor.
Prior to starting work on the project, the Contractor shall determine phase ro
at each location of work including connection point of temporary generators.
E. a
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECT
GEORGINA COLE LIBRARY 11
individual cable shall be tagged, i.e., A Phase, B Phase, C Phase. The phase rot;
of new or temporary work shall be identical to existing conditions.
Prior to energizing of new and existing electrical equipment, the following "check
procedures shall be followed.
F.
e
1. Correct phasing, phase rotation has been verified of all intended equipn
cable connections and loads to be transferred.
conductors with phase identification markers.
Complete all splicing and termination of medium voltage cable (enough (
slack in manholes, handholes and cable vaults shall be left to transpose t
if phasing is wrong).
Hi-pot test new cables (obtain approval of Hi-pot tests).
Thoroughly clean equipment enclosure interior (wipe down insulators,
work, bushings, etc.) Remove any debris and check that all shipping bl
and strapping have been removed.
Check that all bus work connections are torqued to the manufacti
recommendations.
Check that the key systems are operable (the Owner shall supply key
existing equipment).
Check operation of all switches.
Ensure that all parts (panels, fuses, jumpers, barriers, etc.) are in place.
Check that the equipment ground bus is bonded to the grounding elec
system.
Veri@ that all electrical equipment is securely anchored in place.
Tag existing and
2.
3.
4.
5.
6. e
7.
8.
9.
10.
1.18 POSTED OPERATING INSTRUCTIONS:
A Operating instructions shall be provided by the Contractor at the conclusion c
project for each system and each principal piece of equipment for the use of ope!
and maintenance personnel. The operating instructions shall include Wiring
control diagrams showing the entire system, including, but not lited to, equip]
devices and control sequences. All operating instructions shall be approved b
Architect.
Operating instructions shall be typewritten or engraved and shall be fiamed 1
glass or in approved laminated plastic and posted adjacent to each principal pie
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTF
B. e
GEORGINA COLE LIBRARY 16C
equipment and shall include such instructions as start up, proper adjustm
operation, lubrication, shutdown, safety-precautions, procedure in the even1
equipment failure and any other necessary items of instructions as recommendec
the manufacturer of unit.
Operating instructions exposed to the weather shall be made of weather-resis
materials or shall be suitably enclosed to be weather protected. Operating instruct
shall not fade when exposed to sunlight and shall be secured to prevent easy remc
or peeling.
e
C.
1.19 TRAINING:
A. User staff and maintenance personnel shall be thoroughly trained (minimum four
hours) in the use of each system or major piece of equipment installed. This trail
shall be provided as part of the Contractors bid to supply the system or equipm
Additional training requirements, shall be as specified in the subsequent sectior
Division 16.
1.20 DELIVERY AND STORAGE:
A. Equipment and materials shall be properly stored, adequately protected and care
handled to prevent damage before and during installation. Equipment and mate
.shall be handled, stored and protected in accordance with the manufactu
recommendations and as approved by the Architect. Electrical conduit shall be st1
to provide protection fiom the weather and accidental damage. Plastic conduit
be stored on even supports and in locations not subject to direct sunrays or exce:
heat. Cables shall be sealed, stored and handled carefilly to avoid damage to
outer covering or insulation and damage from moisture and weather. Damage
defective items shall be replaced with new items at no cost to the Owner.
Architect shall determine if a damaged or defective item is to be replaced with a
item. The decisions by the Architect in these matters shall be final.
a
1.21 FIELD TESTS:
A. As an exception to requirements that may be stated elsewhere in the contract
Architect shall be given five (5) working days notice prior to each test. The Con
tor shall provide all test equipment, personnel and incidentals including, but
limited to, water, &el and lubricants necessary to perform the required testing.
Owner shall provide electrical power required for all tests. The Contractor
submit five (5) typewritten copies of all test results to the Architect within fivl
working days after each test.
1. The information submitted shall include, but not limited to, the followir
a. Scope of the test. 0 b. Name and type of instrument used.
SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTR
GEORGINA COLE LIBRARY 160
C.
d. Name and signature of testing personnel. .
e.
f. Analysis of test results.
The Contractor shall demonstrate to the Architect the operation o
equipment and systems. All tests shall be completed to the satisfaction a
Architect. Each test shall be performed the number of times indicated i
individual specification section. In the event the number of times the test
to be completed is omitted, the Architect shall determine the number.
Calibration date of instrument and name of calibration firm.
Name and signature of Architect witnessing the test. 0
2.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
* * * END OF SECTION * * *
0
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SEPTEMBER 15,1999 GENERAL REQUIREMENTS, ELECTI; GEORGINA COLE LlBRARY 16C
SECTION 16050
BASIC ELECTRICAL MATERIALS AND METHODS o
PART 1 - GENERAL
1.01 GENERAL REOULREMENTS:
A. The provisions of Section 1601 1 , "General Requirements, Electrical", apply tc
section as if fblly repeated herein.
The provisions of this section apply to all work specified in all sections of Divisio B.
1.02 SCOPE:
A. This section of the specification includes, but is not limited to:
1. All labor, tools, appliances, materials and equipment required to fUrnisl
install the complete installation shown on the drawings for all work spec
under Division 16.
All carpentry or metal work involved in making supports for conduit and
equipment.
Cooperation with other crafts in putting the installation in place at a time
space required by this installation is accessible.
Cutting and patching of holes required by this installation, including pro1
for all holes in existing concrete floor slab.
Repair of all damage done to premises as a result of this installatior
removal of all debris left by those engaged in this installation.
Cleanliness of all exposed electrical equipment at the time the work is ti
over to the Owner.
Cutting of structural members, floor, concrete cutting and all patchinl
finishing shall be done by trades skilled in the work for this section and 1
the direction and supervision of the Contractor.
All anchors, chases, sleeves and supports for electrical equipment.
Excavation and backfill necessary for the execution and completion c
electrical work.
All required backing, supports and blocking for all lighting fixtures.
2.
3. 0
4.
5.
6.
7.
8.
9.
0 10.
SEPTEMBER 15,1999 BASIC ELECTRICAL. MATERIALS AND h4ETl
GEORGINA COLE LIBRARY 16
e 11. Tests of all electrical systems.
12.
13.
All insurance fees and taxes required and applicable shall be included.
New electrical, telephone and cable television service per utility pro\
requirements and as indicated on plans.
All building electrical wiring, conduit, boxes, outlets, switches, plates an
miscellaneous items of electrical apparatus and material specified an
shown on the drawings.
14.
15. Unit price quotations.
1.03 SUBMITTALS,:
A. The following information shall be submitted for review and approval in accord
with Section 160 1 1 , "General Requirements, Electrical":
1. Shop Drawings:
a. Provide shop drawings for each nameplate, tag and label indici
fabrication details and text.
Provide shop drawing details, fiunished by the manufacturer of thc
stop material, which show complete conformance to the UL sy
listing. These drawings shall be available to the &$egW&@ on
The shop drawing shall be specific for each penetration wit:
variables defined.
b.
a
~~.~
PART 2 - PRODUCTS
2.01 MATERIALS:
A.
B.
Products and material shall be as specified in the pertinent sections of Division
All products and material shall be new and bear UL label whenever subject to
approval. Comply with ANSI, IEEE and NEMA standards where applicable.
Wherever possible, all materials and equipment used in this installation shall be (
same manufwturer throughout for each class of material or equipment.
C.
e
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS AND bEI'l
GEORGINA COLE LIBRARY 16
e 2.02 NAMEPLATES. TAGS AND LABELS:
A. Furnish and install one (1)-inch (high) minimum by three (3>inch (wide) minimu
3/32-inch (thick), matte black (for normal power) and red (for emergency po'~
laminated phenolic nameplates with 1/4-inch white characters engraved in the pl
for all items of electrical equipment including, but not limited to, switchboi
panelboards, automatic transfer switches, motor control centers, feeder ci
breakers, relays, time switches, disconnect switches, exposed pull or junction b
and all control equipment. Nameplates shall be attached with two (2) cadmium-pl
screws. Adhesive attachment will not be acceptable. Punch strip tape
nameplates or card holders in any form are prohibited.
Branch circuits shall be tagged in the outlet boxes, panelboards and all junction b
where circuits terminate. Feeders shall be tagged at each end. Tags shall be apl
immediately after wire is installed.
Each branch circuit device coverplate shall be labeled (engraved or silk scree]
indicate the branch circuit. Devices shall include, but not be limited to, the follol
B.
C.
1. Toggle/Rocker Switches
2. Dimmer Switches
3. Receptacles a 2.03 FIRE RESISTIVE PENETRATIONS:
A. All penetrations of fire resistive floors, walls or ceilings shall be protected bj
(Underwriters' Laboratory) approved and listed systems using materials
installation details that conform to UL for through penetration fire stop systems.
includes, but is not limited to, all raceway and cable tray penetrations and elecr
boxes recessed in opposite sides of rated walls with less than a twenty-four (24)
horizontal offset. The material used shall be 3M brand #CP-25 N/S caulk, #303 1
or equal.
PART 3 - EXECUTION
3.01 INSTALLATION AND CONNECTION OF ELECTRICAL EQUIPMENT:
A. Equipment fbrnished by others shall be completely connected to the electrical q
as required for correct operation. All conduit, wire, junction boxes, etc., sh
provided for proper connection and all required grounding shall be installed. \
actual requirements with equipment supplier or Architect prior to rough-in.
All outlets, devices and equipment fbrnished under Division 16 shall be Mly ins B. e and connected.
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS A"D METl
GEORGINA COLE LIBRARY 16
C. Provide all required flexible conduit, boxes, fittings, receptacles, caps, cords and (
material that may be required for the proper installation of all equipment. Ref;
manufacturer's directions where applicable.
Coordinate the work carefully to ensure that all electrical requirements of equip
are met and all systems are made complete and operational.
All equipment shall be installed recessed (flush) unless otherwise noted or shorn
0
D.
E.
plans.
F. Devices installed recessed in opposite sides of fire walls shall comply with 1
requirements (minimum horizontal offset shall be twenty-four (24) inches beti
openings) or shall be protected in accordance with paragraph 2.03 above. Ij
requirement creates a conflict with the layout of devices on the drawings, rec
clarification fi-om the Architect.
After "rough-in" and prior to installation of conduit, wiring or wall material
Contractor shall accommodate changes in device locations of up to ten (10) linea
at no additional charge. Do not proceed beyond "rough-in" without approval c
Architect.
Arrange for necessary openings to allow entry of equipment.
G.
H.
1. Where equipment cannot be installed as structure is being erected, provic
and arrange for building-in of boxes, sleeves or other devices to allow
installation.
4B
I. Make all penetrations through roofs prior to installation of roofing. For penetra
required after installation of roofing:
1. In built-up roofing (BUR), provide all curbs, cants and base flashin
accordance with manufacturer's recommendations.
In elastic sheet roofing (ESR), arrange and pay for flashing work by a s
roofer in accordance with manufacturer's recommendations.
2.
J. Install rain hoods and metal counter flashings as indicated and make all penetra
of electrical work through walls and roofs water and weathertight.
1.
2.
Furnish all clamps, waterproofing material and labor necessary.
Where metal flashings are applied over concrete, paint concrete with 1/8
(3mm) of mastic cement first. a 3. Set flashing in mastic cement, watertight.
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS AND hfE"l GEORGINA COLE LIBRARY It
K. Have repair and replacement of roof construction, damaged by this project, dor
a manner which will not nullifi roof warranty.
Provide equipment guards at all belts, couplings, moving machinery and equipr
provided under this Division in accord with OSHA.
0
L.
1. Use suitable structural frames with 12 GA (2.7mm), 3/4-inch (181
maximum opening galvanized mesh or expanded metal mesh.
Attach to equipment by removable slips and bolts with wing nuts or o
approved connectors.
2.
M. Install equipment to permit easy access for all maintenance.
1.
2.
Maintain easy access to switches, motors, drives, pull boxes, receptacles,
Relocate items which interfere with access.
N. Provide concrete foundations or pads for all floor mounted electrical equipmen
1. Provide as indicated or as follows:
a. Where drawings do not show special foundations, install four (4) a high concrete pads.
b.
c.
Use 3,000 PSI (14 Kg/s/mm) concrete.
Reinforce with 6 x 6 in. W2.9 x W2.9, lOGA (3.4mm) mesh,
short dowels into floor at twelve (1 2) inches OC around perime
Chamfer top edges 3/4-inch (1 8mm) d.
e. Make all faces smooth.
f Set anchor bolts for equipment. Confirm locations with equip
manufacturer.
3.02 SEISMIC RES"TS:
A. All electrical equipment shall be braced or anchored in accordance witk
requirements of Seismic Zone IV.
1. Horizontal seismic forces shall be determined from the applicable equa
of the governing code. a
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS AND METI GEORGINA COLE LIBRARY 16
2. Provide all required seismic bracing, supports, bolts, washers, nuts, etc e conduits and conduit supports.
3. Provide an independent system to secure all recessed lighting fixtures. Fix
shall be supported directly and laterally from the building structure a
using No. 12 gauge wire minimum. The ceiling suspension system shal
be used for direct support.
3.03 MISCELLANEOUS WORK:
A. Do all miscellaneous metal and concrete work required; all cutting and patching
provide all hangers, anchors, chases, supports, etc., required for the installation c
electrical systems.
Touch-up or refinish damaged surfaces including, but not limited to, panelbo
transformers, etc., to the satisfaction of the Architect.
Provide "As-Built" panel schedules and labels on all existing equipment affectt
this project including, but not limited to, the following:
B.
C.
1. Panelboards
D.
CLEANING AND PROTECTION OF PRODUCTS AND PREMISES:
A.
All work shall be in accordance with applicable sections of the specifications.
3.04
0
At frequent intervals during the time on the site, the Contractor shall clean up
his work and remove his debris from the premises. The building and grounds shl
cleaned to the satisfaction of the Architect. All equipment and material resulting
demolition for this project shall be removed.
The Contractor shall take all necessary precautions to protect all materials, equip
and property, whether electrical or not, from damage as a result of his work.
The Contractor shall provide adequate protection for all material and equip
provided under Division 16. Material and equipment shall be stored in a clw
place and shall be covered or protected f?om damage or contamination during st(
and aRer installation.
Before final inspection, all material and equipment fbrnished under Division 16
be thoroughly cleaned of cement, plaster, paint spatters and other foreign mate
All surfaces shall be carefblly wiped clean. Boxes, cabinets and enclosures shi
cleaned, inside and out.
B.
C.
D.
0
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS AND ME'H
GEORGINA COLE LIBRARY 16
rl) 3.05 DEVICE LOCATIONS:
A. The following dimensions for locating wall mounted (recessed or surface) del
represent the distance fiom the finished floor to the center of the device UI
otherwise shown on plans or drawings. Coordinate device locations wit1
architectural millwork and/or casework elevations. Coordinate device moui
height with wainscoting where provided. Where top of wainscot and device mau
height overlaps, shift device down to provide two (2)-inch gap between top of dt
and top of wainscot. Outlet boxes shall be within 1/4-inch of the finished wall SUI
except that boxes for flush plates shall not protrude beyond the wall surface.
1. Telecom Outlets
a. General for Desk Phone +18"
b. Wall Phone +46"
C. Data Outlet +18"
d. Tel/Data Outlet +18"
a. General Wall +18"
b. Mechanical or Electrical +46"
C. Electric Water Cooler Center on unit wh
accessible after ui
installed -
2. Convenience Outlet
Equipment Rooms
outlet or junction box.
d. Above Counter or Backsplash +4"
3. Light Switch or Dimmer +46"
4. Clock Outlet +84"
5. Fire Alarm Pull Station +48"
6. Fire Alarm Audio Devices +90"
7. Fire Alarm Visual Devices or +80" or 6"
0
Combination AudioNisuaf below finished
Devices. ceiling to the bottc
the lens, whichevl
lower
8. Television Outlet
a. General for Console TV +18"
b. Wall Mounted Television +84"
All devices shall be square and level with no gaps around the trim.
Adjacent devices, mounted at the same elevation, shall be provided with a s
common trimplate.
B.
C. *
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS AND MET GEORGINA COLE LIBRARY 1(
3.06 CHECKING AND TESTING OF EOUIPMENT:
A. Switchboards, panelboards, disconnects and all other operable equipment work
under this contract shall be inspected for defects and tested for proper operati
Systems shall be tested for short circuits, open circuits, wrong connection
grounds. All systems shall be free from mechanical and electrical defects.
Circuits shall be tested for proper neutral and ground connections.
Where required or directed, systems shall be tested in the presence of the Arc
to demonstrate that equipment furnished, installed or connected functions i
manner intended.
The Contractor shall firnish all necessary instruments and equipment requirt
testing and shall immediately correct any defective work at no additional cl
Should the Contractor refhe or neglect to make tests necessary to satisi
Architect that he has carried out the true intent and meaning of the specificatior
Architect may have such tests made and charge the expense thereof to the Cont
to be retained out of fill final payment.
Bolted connections shall be torque-tightened to manufacturer's specifications
Contractor shall torque all connections ith a wrench that has been calibrated 1
the last three (3) months. Submit proof of calibration to the Architect.
Ground-Fault Circuit Interrupter Tests: Test each branch circuit having grounc
circuit protection to ensure that the ground fault circuit interrupter will not 01
when subjected to a ground fault current of less than four (4) milliamperes an
operate when subjected to ground fault current exceeding six (6) milliam
Perform tests using an instrument specifically designed and manufactured for t
ground fault circuit interrupters. Apply the test to the receptacle which is the gr
distance from the ground fault interrupter. If ground-hit interrupter type recq
are installed, test each receptacle for proper operation. "TEST" button operatic
not be acceptable as a substitute for this test.
Transformer Tests: Test transformer secondary voltage and adjust the voltag
at the transformer to provide the required secondary voltage.
For additional checking and testing of special systems, see the section where
systems are specified.
e
B.
C.
D.
E.
F. 0
G.
H.
I.
* * * END OF SECTION * * * a
SEPTEMBER 15,1999 BASIC ELECTRICAL MATERIALS AND ME1 GEORGINA COLE LIBRARY 1
SECTION 16 1 10
RACEWAYS AND FITTINGS
a
PART 1 - GENEXAL
1.01 GENERAL REOUIREMENTS:
A. The provisions of Section 1601 1, "General Requirements, Electrical", and Se
16050, "Basic Electrical Materials and Methods", apply to this section as if
repeated herein.
1.02 APPLICABLE PUBLICATIONS:
A. The publications listed below form a part of this specification to the extent refere
The publications are referred to in the text by the basic designation only.
1.
2.
3.
4.
5.
National Electrical Manufacturer's Association (NEMA) Publications.
American Society for Testing and Materials (ASTM) Publications.
National Fire Protection Association (NFPA) Publications.
Underwriters Laboratories, Inc., (UL) Publications.
American Association of State Highway and Transportation Ofl
(AASrnO).
1.03 SUBMITTALS:
0
A. The following information shall be submitted for review and approval in accorc
with Section 1601 1, "General Requirements, Electrical":
1. Rigid steel conduit
2. Rigid Plastic
3. Electrical metallic tubing
4. Flexible metallic conduit
5. Liquid-tight flexible metallic conduit
6. Conduit fittings and devices (each type)
7. Surface Metal Raceway (each type)
8. Surface Metal Raceway Fittings including, but not limited to:
a. Entrance end fittings
b. Blank end fittings
C. Flat elbow
d. Trim and coverplates
e. Internal corner
f. External corner
8. Tee
9. Pullrope
10. Warning Tape e
SEPTEMBER 15,1999 RACEWAYS AND FIT'
GEORGINA COLE LIBRARY 1t
B. Conduit shall be delivered to the site in standard lengths with each length bearing
manufacturer's trademark or stamp and UL labeled.
e
C. Samples:
1. Pullrope: The Contractor shall submit a twenty-five (25)-foot sample oi
pullrope. The sample will be retained for comparison with the insta
pullrope.
1.04 WARRANTY:
A. Warranty shall comply with the provisions of Section 1601 1, "General Requiremt
Electrical".
PART 2 - PRODUCTS
2.01 CONDUIT AND FITTINGS:
A. Standard weight rigid galvanized steel (RGS) conduit shall be hot dipped galvar
or sherardized, All fittings shall be of the screw thread type. Couplings, loch
bushings, etc., shall be hot dipped galvanized or sherardized. Where indicated,
steel conduit shall be PVC coated (minimum 40 mils). No running threads.
Electrical metallic tubing (EM") shall be galvanized or sherardized. Couplings
connectors shall be galvanized or sheradized. Fittings shall be steel compression
with gland sealing rings.
Flexible conduit shall be galvanized steel. Where used in damp or wet locatio1
where indicated herein, it shall be of the liquid-tight type with outer neoprene jz
and suitable liquid-tight fittings.
Rigid nonmetallic conduit shall be (PVC) Schedule 40, UL approved. All coup
fittings, solvent cement, etc., shall be manufactured specifically for the tyr
material with which they are used. Plastic conduit shall be stored on a flat surfkc
protected fkom direct sunlight.
e
B.
C.
D.
2.02 SURFACE METAL RACEWAY:
A. Surface metal raceway shall be anodized extruded aluminum with snap in cover 1
throughout the entire system. The raceway and all raceway components shall k
manufactured product of Isotrol (Isoduct), Airey-Thompson, Wiremold or ec
Submit all components of the raceway system as indicated on plans. a B.
SEPTEMBER 15,1999 RACEWAYS AND FIT?
16 GEORGINA COLE LIBRARY
2.03 PULLROPE:
A The pullrope shall be polyethylene with a minimum tensile strength of 200 pour
m
PART 3 - EXECUTION
3.01 LOCATIONS:
A. Rigid Galvanized Steel Conduit (RGS):
1.
2. For roof penetrations.
3. Underground in contact with earth.
4. Underground below concrete slab.
5.
6.
Where exposed to weather (including rooftop and under canopy locatio
In concrete or masonry construction.
For all or any portion of exposed conduits less than five (5) feet above fini
floor.
To concealed locations from below grade PVC coated RGS risers up tc
first device or to five (5) feet above finished floor.
At seismic separations expansion joints.
Where shown on drawings or indicated herein.
7.
e
8.
9.
B. RGS With PVC Coating:
1. Conduit stub-ups from underground including the final 90" sweep an(
riser.
Underground bends or sweeps in PVC conduit.
Service entrance conduits within five (5) feet outside the building perin
to the service point within the building.
2.
3.
4. Where shown on drawings.
C. Electrical Metallic Tubing (EMT):
1. Interior dry locations. e
SEPTEMBER 15,1999 RACEWAYS AND FITI 16 GEORGINA COLE LIBRARY
0 2. At interior dry seismic separations expansion joints.
3.
4.
Above five (5) feet in interior exposed locations.
Above five (5) feet or above the first device in interior concealed location
conduit risers fiom below the bottom floor slab.
EM" shall a be installed on rooftop or under canopy locations or in PO
concrete or masonry construction. EMT' shall not be used for
penetrations.
5.
D. Flexible Metal Conduit:
1. Final device connections to direct wired equipment not to exceed four (4:
long in interior dry locations.
Light fixture connections in accessible locations (not to exceed six (
interior dry locations), U.O.N.
Where shown on drawings or indicated herein.
Flexible metal conduit shall not be used to penetrate fire resistive walls, f
or ceilings.
Flexible metal conduit shall not be installed in place of EMT for int
wiring.
2.
3.
4. 0
5.
E. Liquid-Tight Flexible Metal Conduit:
1. Final connections of conduit systems to all motors, generators and direct 7
vibrating equipment (including transformers) for interior and exterior loa
not to exceed four (4) feet long.
At seismic separations expansion joints.
Where shown on drawings or indicated herein.
2.
3.
F. Rigid Nonmetallic Conduit (PVC):
1. Rigid nonmetallic conduit (PVC) may be installed in place of
underground where encased in a minimum of three (3) inches of concre
all sides, U.O.N. a 2. Concrete walls or slabs except bottom floor.
SEPTEMBER 15,1999 RACEWAYS AND FIT7
GEORGINA COLE LIBRARY 1t
3. Where shown on drawings.
3.02 CONDUIT SIZES:
a
A. The minimum conduit size shall be 3/4-inch for lighting and power branch ci
wiring. The minimum "Homerun" conduit size to any panelboard, load ce
switchboard or motor control center shall be 3/4-inch. For concrete encased
structures the minimum size shall be four (4) inches unless otherwise noted.
The maximum EM" size shall be four (4) inches.
Condulets for conduits larger than one and one-half (1-1/2) inches I.D. shall be c
mogul design secured to the building structure within six (6) inches of each co:
connection.
3.03 INSTALLATION:
B.
C.
A. All conduits shall contain a green insulated ground wire whether indicated or not.
ground wire shall be sized in accordance with Table 250-95 of the Code, u
otherwise noted.
All conduit systems shall be mechanically and electrically continuous.
Conduits shall not be encased in concrete floor slabs on grade (bottom floor si
No conduit for any purpose shall be installed in or under any portion of the con
floor slab of vault spaces.
Conduit shall not run through footings or grade beams or other structural men
except where specifically directed by the Architect.
All conduit to be installed in concrete or masonry work shall be carefully laic
rigidly supported in the forms in such a manner as to provide proper clearance a
that all boxes and rings will be flush after concrete has set and forms have
removed. Conduit installation shall not, in any case, weaken the structural intc
of the concrete wall or slab. Additional rebar required to maintain the struc
strength of the concrete shall be the responsibility of the Electrical Contractor.
Paint underground rigid steel conduit with "Phelans" asphaltum or f&ppi@~~ c
Seal service entrance conduits and all underground conduit runs with "Duct Se,
equal. Make gas-tight. This includes PVC conduit runs which terminate in
risers. Seal in junction boxes, panelboards and/or switchboards.
B.
C.
D.
0
E.
F.
............ >.. ....................................... .................................... G.
H.
a
SEPTEMBER 15,1999 RACEWAYS AND FIT7
It GEORGINA COLE LIBRARY
I. Conduits shall be run concealed, except in certain approved and indicated locati
Conduits shall be grouped in neat parallel lines following the lines of the buil
structure.
Rooftop conduits (rigid steel) shall be neatly grouped and installed parallel tc
building lines. Support conduits on minimum 2"x4" redwood sleepers at minh
five (5)-fOOt spacing.
Conduit only (C.O.) routed for device connections into accessible comdor ce
locations shall be securely fastened to the structure to prevent movement during
or cable pulling.
A polyethylene pullrope shall be installed in every run of "conduit only" (C.0.:
minimum of thuty-Six (36) inches of slack shall be left at both ends of each pullr
Both ends of all pullropes shall be identified by means of labels or tags which
identify the location or room designation of the other end.
The ends of all conduits shall be square, carefully reamed out to full size, shoulc
in the fittings and bushed or capped wherever stubbed clear of the building.
Upon completion of any run of conduit, test the run and see that it is fie
obstruction. Plug each end with conduit pennies and bushings and leave plugged
ready to pull wire or cable.
Not more than four (4) 90-degree ells or bends or the equivalent shall be used ii
single run of conduit. Conduits for telephone, television or data cable shall not
more than two (2) 90-degree bends or the equivalent. Where more bend!
necessary, provide suitable code size pullboxes or fittings. All conduits for telepl
television or data systems cable shall have large radius bends. Pullboxes sha
installed in accessible locations.
Conduit installed on equipment shall not obstruct any removable panel, access
or control. Control apparatus, outlet, junction and pullboxes shall be installed
not to interfere with any piping, fixtures or equipment.
Provide one (1) 3/4-inch conduit (minimum of six (6) total) for each three (3) s
or spaces in all flush mounted power or lighting panelboards. Route condu
accessible space above ceiling; cap and tag conduit.
Conduits installed across seismic separations (expansion joints) shall include, bi
be limited to, the following:
1.
e
J.
K.
L.
M.
N.
0.
0
P.
Q.
R.
The conduit (rigid steel or EMT) shall be securely anchored on each si
the seismic separation with a pipe hanger per SMACNA details.
The spacing between conduit ends shall be thirty-six (36) inches mink 2. *
SEPTEMBER 15,1999 RACEWAYS AND FIT7
GEORGINA COLE LIBRARY It
3. A liquid-tight flexible metal conduit of the same size shall be installed bet\:
the conduit ends spanning the seismic separation.
The liquid-tight flexible metal conduit shall be of sufficient length to pro
for a longitudinal and axial deflection of two (2) inches minimum ii
directions.
a
4.
S. Fire alarm conduit shall be painted red six (6) inches wide for each eight (8) fec
length or part thereof
Openings for conduits passing through fire rated floors, walls or ceilings sha
sealed in accordance with Section 16050, "Basic Electrical Materials and Methc
Also seal all conduit sleeves.
AU exposed conduits shall be primed and painted to match the surrounding fini
Final color choice shall be selected by the Architect.
Separate conduits shall be provided for the installation of normal and emerg
power system wiring and for separating the branches of the emergency power sy
wiring.
All exposed medium voltage conduits (RGS) (conduits carrying cables with potc
above 600 volts) shall be labeled in accordance with ANSI-2-55.1.
Conduit and fittings in hazardous areas (RGS) shall be explosion proof and inst
in accordance with the code requirements governing installation in hazardous a
T.
U.
V.
W. a
X.
3.04 GROUNDING:
A.Grounding shall be in accordance with Section 16450, "Grounding".
3.05 CONDUIT SUPPORTS:
A. Conduit, which is not buried or embedded in concrete, shall be supported by SI
clamps or hangers to provide a rigid installation.
Conduit shall not be installed on hangers and/or supports installed by other tradc
their use.
Conduit shall not be supported fiom or attached to ceiling wire and/or ceiling su
sion systems or other systems installed for purposes of accommodating other sy
within the building.
Conduit shall not be supported fiom other conduit.
B.
C.
D. a
SEPTEMBER 15,1999 RACEWAYS AND FIT7
GEORGINA COLE LIBRARY 1t
E. Conduits shall be supported within three (3) feet of any kind of fitting and at a
outlet or junction box, panel, etc. This shall apply to both horizontal and ver
runs.
Powder-driven pins or studs shall not be used.
Where conduits are run individually, they shall be supported by approved str
clamps and hangers.
e
F.
G.
1. & perforated straps or wire hangers of any kind shall be used.
Conduits installed exposed in damp locations shall be provided with clamp b
under each conduit clamp to prevent accumulation of moisture around the cond
1. Open bottom, spring tension, snap-in clamps shall not be used.
Where a number of conduits are to be run parallel, they shall be grouped
supported by trapeze hangers. Each conduit shall be clamped to the trapeze ha
with conduit clamps.
1.
H.
I.
Multiple conduits shall be coordinated as to the location on the rack so
.they enter and exit the rack in an orderly fashion with as little crossin
conduits as possible.
Trapeze hangers shall be constructed to allow for future growth. Prov
minimum 20% empty space on each rack for future conduit runs.
2.
0
J.
K.
All concrete inserts and pipe straps shall be galvanized.
All steel bolts, nuts, washers, rods, trapeze hangers and screws shall be galvank
cadmium- plated .
Support horizontal runs of RGS or EMT at a maximum of eight (8) feet bet.
supports.
Support vertical runs of RGS or EMT at a maximum of ten (1 0) feet between
ports.
Flexible conduit shall be supported at a maximum of four and one half (4-112
between supports.
Support RGS or EMT within three (3) feet of outlet boxes, junction boxes, cal
or fittings. Support flexible conduit within one (1) foot of boxes.
L.
M.
N.
0.
a
RACEWAYS AND FIT7 SEPTEMBER 15,1999 GEORGINA COLE LIBRARY 1C
3.06 SEISMIC BRACING:
A. Use the following criteria for seismic bracing of electrical conduits:
0
1. Wherever combined weights of multiple conduits plus contents on a tra
equals or exceeds the weight of a single 2-112-inch conduit plus cont
brace trapeze system in accord with SMACNA Guideline Details 26 an
The following conduit plus contents weight data may be used for EMT in lieu of
9 of SMACNA guidelines:
CONDUIT PLUS CONTENTS WEIGHT DATA
EMT SIZE (IN) LBS/FT
B.
112 0.53
314 0.88
1 1.30
1-1/4 1.90
1-1/2 2.70
2 4.40
2- 112 5.70
3' 9.40
3-112 10.00
4 12.50
e
C. SMACNA guidelines for bracing Schedule 34 is set up in maximum weigh
trapeze support assembly. Weight per trapeze support assembly must be calc~
from above table and spacing between support assemblies.
For assemblies carrying less than 320-LB., down to equivalent of a single 2-112
conduit plus contents, use 320-LB criteria.
D.
* * * END OF SECTION * * *
a
SEPTEMBER 15,1999 RACEWAYS AND FIl'"
GEORGINA COLE LIBRARY 1(
SECTION 16 120
WIRE AND CABLE (600 VOLT AND BELOW) @
PART 1 - GENEW
B .01 GENERAL REOUIREmS:
A. The provisions of Section 1601 1 , "General Requirements, Electrical", and Sec
16050, "Basic Electrical Materials and Methods", apply to this section as if
repeated herein.
1.02 APPLICABLE PUBLICATIONS:
A. The publications listed below form a part of this specification to the extent referen
The publications are referred to in the text by the basic designation only.
1.
2.
3.
4.
Institute of Electrical and Electronic Engineers, Inc. (IEEE) Publication
National Electrical Manufacturer's Association (NEMA) Publications.
National Fire Protection Association (NFPA) Publications.
Underwriters Laboratories, Inc., OJL) Publications.
1.03 SUBMITTALS:
A. The following information shall be submitted for review and approval in accorde
with Section 1601 1 , "General Requirements, Electrical".
1.
2. Wire Splices
3. Cable Lubricants
4. Insulating Tape
*
Wire and Cable (each type)
B. Shop Drawings:
1. Cable Tag Schedule
C. Manufacturer's Instructions:
1. Provide manufacturer's instructions for the following items:
a. Manufacturer's directions for use of ground megger with prop0
method indicated.
a
SEPTEMBER 15, 1999 WIRE AND CABLE (600 VOLT AND BEL( GEORGINA COLE LIBRARY 161
1.04 WARRANTY:
A. Warranty shall comply with the provisions of Section 1601 1, "General Requiremt
Electrical".
a
PART 2 - PRODUCTS
2.01 WIRE AND CABLES:
A. Wire and cable conductor sizes are designated by American Wire Gauge (AWC
Thousand Circular Mils (KCMIL). Deliver all wire and cable to the site in orig
unbroken packages, plainly marked or tagged with Underwriters' Label, size and
of conductor, type of insulation, rated voltage, name of mandacturhg company, t
name of wire and month and year of mandacture. The date of mandacture shall
exceed six (6) months prior to delivery to the site. Wire installed without all o
above identification shall be removed and approved wire installed.
600 volt wire and cable: All low voltage conductors shall be copper, not less
98% conductivity and 600 volt class. Wire smaller than No. 8 AWG shall be :
conductor; No. 8 AWG and larger wire shall be stranded conductor. Minimum
size shall be No. 12 AWG unless otherwise indicated. Wire for branch circuitry
be type THWN (75°C) except that type THHN (90"C).wire shall be used
connection of light fixtures. Wire used as feeders to switchboards, panelboi
motor control centers or other major electrical components shall be Type XH
B.
(75°C).
a
1. All wiring shall be color coded as follows:
208/120 volt 480/277 volt 240/1 20 volt
A Phase Black Brown Black
B Phase Red Orange Red
C Phase Blue Yellow
Neutral White Gray White
Ground Green Green Green
Switch legs for local wall switches shall be the same color as the phase F
Isolated ground wires shall be green with yellow striping.
2.
3.
0
SEPTEMBER 15, I999 WIRE AND CABLE (600 VOLT AND BE]
GEORGINA COLE LIBRARY 16
2.02 WIRE SPLICES:
A. 600V and Below: 0
1. #8 and smaller wire shall be Scotchlock or equal (no known equal) prer
type solderless connectors with insulator.
#6 and larger wire shall be Burndy, Type OPX, solderless lugs and clamp
connector.
a.
2.
Uninsulated solderless connectors shall be insulated as follows: 1
with two (2) complete thicknesses of varnished cambric followc
6 complete wraps of Scotch 33 or equal (no known equal) folk
by one (1) complete wrap of Scotch 2200 followed by one (1)
shrinkable, thick-wall cable sleeve, Scotch type ITCSN with fa(
applied adhesivdsealant, extending a minimum of four (4) inch
each end beyond the cable splice point.
3. #1/0 wire and larger, for ground conductors, shall be cast by Cadweld or 1
(no known equal) hsible metal process.
Epoxy splice kits shall be used for all splices made below grade, in
locations or in concrete pull boxes and hand holes. These kits shall cons
epoxy resin, hardener and mold. The kits shall be manufactured by 31
equal (no known equal).
4.
0
2.03 CABLE LUBRICANTS:
A. Lubricants for assisting in the pulling of the cables shall be those specif
recommended by the cable manufacturer.
2.04 INSULATING TAPE: UL 510
PART 3 - EXECUTION
3.01 WIRE AND CABLE INSTALLATION:
G All wiring shall be installed in accordance with the #Xpm% Electrical Code
wiring shall be installed in conduit except where other raceway systems or me
are specifically shown on the drawings or required by the specifications.
a
SEPTEMBER 15, 1999 WIRE AND CABLE (600 VOLT AND BE
GEORGINA COLE LIBRARY 1(
3.02 600 VOLT WIRE AND CABLE:
A Thoroughly clean out all conduit and wireways and see that all parts are perfedj
before pulling any wires. A mechanical wire puller may be used where directec
which case a lubricant shall be used. Any wire damaged as a result of installa
under this section shall be pulled out and replaced with new at no additional co
Owner.
Make all connections and splices necessary to properly complete the electrical wi
Connections and splices shall be made only in pull, junction or outlet boxes (
switchboards, wireways or panels having sufficient code-sized gutter space.
Connections to equipment or bus bars shall be made with approved solde
compression type copper lugs for all wires No. 8 AWG and larger. Special lug
connections shall be as shown on the plans. Binding screws may be used for
No. 10 and smaller. Where stranded wire is connected to binding screws, nylon,
insulated, ring tongue, pressure type terminals (type T&B Sta-Kon) or equa
known equal) shall be used on the wire. Soldering will not be an acceptable me
of connecting any power conductors. Clipping of wires from standard cable i
connectors and terminal lugs shall not be permitted.
All conductors shall be continuous from outlet to outlet and no splices shall be I
except within outlet or junction boxes. Junction boxes may be utilized u
required. At least eight (8) inches of wire shall be left at outlet boxes for conne
fixtures and devices.
No wire smaller than No. 12-gauge shall be used, except for signal or control sys
or where otherwise indicated. No. 1 0-gage wire shall be used for 15 or 20 an
120 volt branch circuits in excess of 100 feet in length. This is intended to re
branch circuit voltage drop and takes precedence over #12 branch circuitry indic
in drawings. Record drawings shall indicate installed wire size.
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B.
C.
D.
0
E.
F. Wiring Bundles or Harnesses:
1. Multiple wires in bundles or harnesses terminating in control pi
switchboards, panelboards, etc., shall be bundled, trained and laced to ac
a neat and workmanlike appearance.
Surplus wire protruding from the harness for termination shall be trimrr
the proper length. Do not fold and stuff surplus wires into wiring gutt
Wires exiting the bundle or harness shall be carefully trained at a 90' an
the termination point.
2.
3.
G. Permanent tags shall be connected to all feeders in intermediate pullboxes (I
used) to provide identification for future use. a
SEPTEMBER 15, 1999 WIRE AND CABLE (600 VOLT AND BE GEORGINA COLE LIBRARY It
H. The maximum number of "hot" (phase conductors) wires for feeder or branch ci
wiring in one (1) conduit shall not exceed three (3) unless otherwise noted.
Cable Terminating: Terminations of insulated power and lighting cables shal
protected &om accidental contact, deterioration of coverings and moisture by the
of terminating devices and materials. Terminations shall be made using materials
methods as indicated or specified herein or as designated by the written instructic
the cable manufacturer and termination kit manufacturer.
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I.
3.03 FIELD TESTS:
A. As an exception to requirements that may be stated elsewhere in the contract,
Architect shall be given five (5) working days notice prior to each test.
Testing Equipment: The testing equipment and devices used in performing
required tests shall have a calibration sticker affixed to the device stating the
when calibrated, date due for re-calibration and the signature of the individual
did the calibration. In addition to the sticker, a certificate shall also contain the b
name and the serial number of the device.
Insulation Resistance Test for Systems 600 Volts and Less: Mer all wirir
completed and connected ready for operation, but prior to placing systems in sei
and before any branch circuit breakers are closed, insulation resistance tests sha
made in all feeder and subfeeder circuits. The insulation resistance between con
tors and between each conductor and ground shall be measured. Measurements
be made with an instrument capable of marking measurements at an applied pote
of 500 volts. Readings shall be taken after the voltage has been applied f
minimum of one (1) minute. The minimum insulation resistance for circuits of Nc
AWG conductors shall be 1,000,000 ohms. For circuits of No. 10 AWG or 12
conductors, a resistance based on the allowable ampacity of the conductor as j
by NFPA 70 shall be as follows:
B.
C.
4lD
25 through 40 amperes 250,000 ohms
100,000 ohms
101 through 200 amperes 50,000 ohms
201 through 400 amperes 25,000 ohms
12,000 ohms
Over 800 amperes 5,000 ohms
5 1 through 100 amperes
401 through 800 amperes
D. Test Report (Submit four (4) copies in Writing):
1. 600 volt cables (identie each cable & test results)
* * * END OF SECTION * * * a
SEPTEMBER 15, 1999
GEORGINA COLE LIBRARY
WIRE AND CABLE (600 VOLT AND BEI
16
SECTION 16 130
OUTLET, PULL AND JUNCTION BOXES '
PART 1 - GENERAL
1.01 GENEW REOUIREMENTS:
A. The provisions of Section 1601 1, "General Requirements, Electrical", and Sec
16050, "Basic Electrical Materials and Methods", apply to this section as ifj
repeated herein.
1.02 SUBMITTALS:
A. The following information shall be submitted for review and approval in accord
with Section 1601 1, "General Requirements, Electrical".
1. Catalog Cuts:
a. Outlet Boxes
b. Pull Boxes
C. Junction Boxes
d. Floor Boxes
1.03 WARRANTY: e
A. Warranty shall comply with the provisions of Section 1601 1, "General Requirexr
Electrical".
PART 2 - PRODUCTS
2.01 OUTLET AND JUNCTION BOXES:
A. The size of each outlet or junction box shall be determined by the number and
of wires and conduits entering the box, but shall be not less than four (4) ix
square and 2-1/8 inches deep unless otherwise indicated.
Outlet and junction boxes for interior use shall be galvanized or sherardized, on
piece pressed or welded steel, knockout type, except where other types of box1
indicated or specified.
Outlet and junction boxes for exterior use shall be lug type "Bell," boxes "1
through "254L", "Crouse-Hinds FS" type, as applicable, or equal (no known el
B.
C.
SEPTEMBER 15,1999 OUTLET, PULL AND JUNCTION B
0
GEORGINA COLE LIBRARY 1t
D. Outlet boxes shall be equipped with plaster rings, inserts and fixture studs as mal
required. Knockout seals shall be provided where knockouts are not intact.
Plastic, fiber or composition boxes shall not be permitted.
Telecommunication Outlets: Voice and data wall outlet boxes shall be 4-111
square by 2-1/8" deep metal boxes, with plaster ring and blank outlet plate to m
switch and receptacle plates.
All exterior pullboxes, plates, fittings, etc., mounted below 10'-0" in height shal
fitted with rustproof: tamperproof screws. Provide Owner with two (2) screw dri.
(or wrenches) to fit special screws. Screws shall be Spanner, Key Slot, Rosettc
equal.
Boxes in concrete shall be of the type to allow placing of conduit without displa
reinforcing bars and shall be type approved for concrete use. Boxes installe
poured concrete shall be packed with approved material to prevent concrete ente
box. Do not use paper for packing.
Floor boxes shall be Hubbell, or equal (no known equal), hlly adjustable, cast i
Each type of service (power, voice, data) shall occupy a separate compartment. F
covers and carpet flanges (where required) shall be brass.
Outlet boxes which contain both 277 volt and 120 volt lighting circuitry or w
contain two (2) phases or more of 277 volt lighting circuitry shall be barriered.
Outlet boxes which contain both normal and emergency system circuitry sha
barriered.
Outlet boxes for fire alarm devices shall be as recommended by the fire alarm sy
manufacturer.
E.
F.
a
G.
I.
J.
K. 0
L.
M.
PART 3 - EXECUTION
3 .O 1 INSTALLATION:
A. Outlet boxes shall be securely and independently fastened to the structure ar
concealed work shall be supported flush with finished surface of walls or ceilin
Bar hangers fitted with fixture studs shall be used to support outlet boxes in
partitions and in krred or plastered ceilings.
Fasteners shall be machine screws, nut and lock washers in metal, wood screi
wood or expansion shields or inserts in masonry or concrete. Wooden inserts
- not be acceptable.
B.
C.
SEFTEMEIER 15,1999 OUTLET, PULL AND JUNCTION Bc
GEORGINA COLE LlBRARY 16
e
D. Label inside and outside of box to identify panel and circuit numbers. Use inde
markers, nonerasing type, for boxes above ceilings or in concealed locations.
Fire alarm boxes shall be painted red.
0
E.
* * * END OF SECTION * * *
0
SEPTEMBER 15,1999 OUTLET, PULL AND JUNCTION E
GEORGINA COLE LIBRARY 11
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SECTION 16 140 a WIRING DEVICES
PART 1 - GENERAL
1.01 GENE= REQUIREMENTS:
A. The provisions of Section 1601 1, "General Requirements, Electrical", and Sec
16050, "Basic Electrical Materials and Methods", apply to this section as if j
repeated herein.
1.02 SUBMITTALS:
A. The following information shall be submitted for review and approval in accordi
with Section 160 1 1, "General Requirements, Electrical".
1.
2.
3.
Snap Switches (each type and style)
Receptacle Outlets (each type and style)
Trim and Coverplates (each type and style)
B. Shop Drawings:
1. Provide shop drawings of all special device configurations.
C. Samples:
1.
a
Provide one (1) sample of each device specified if requested by the Archi
1.03 WARRANTY:
A. Warranty shall comply with the provisions of Section 1601 1, "General Requiremi
Electrical".
PART 2 - PRODUCTS
2.01 SNAP SWITCHES:
A. AC general use snap switches shall be toggle handle, quiet operating, premiur
heavy duty, specification grade and UL listed.
All switches shall be rated 120/277 volts 20 ampere. HP ratings shall be one (1
120 volt and two (2) for 240 volt.
B.
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WIRING DEV
16 SEPTEMBER 15,1999
GEORGINA COLE LIBMY
C. Switches shall be Hubbell 1220 series, Arrow Hart, Pass and Seymour, Bry
Leviton or equal (no known equal).
Three (3)-way switches shall be Hubbell #CSB320, Arrow Hart #1993, Pass
Seymour #20AC3, Bryant #4903-G, Leviton or equal (no known equal).
Switches for restrooms, toilets, janitor closets, electridmechanical rooms
storerooms: Lighted handle switches with toggle handle lighted when switch is
Toggle shall be clear.
Toggle color shall be white for normal power lighting circuits and red for emergf
power lighting circuits.
D.
a
E.
F.
2.02 RECEPTACLE OUTLETS:
A. Grounding receptacles shall be specification grade, 125 volt, 2 pole, 3 wire, NE
configuration 5-2OR.
1. Receptacles shall be Hubbell #5352 or #5362 as manufactured by Arrow 1
Pass & Seymour, Bryant or Leviton.
Safety grounding receptacles shall be Hubbell @.=&- or equal by AI
Hart, Pass & Seymour, Bryant or Leviton.
Ground fault interrupter (GFI) receptacles shall be Hubbell #GF5362 or e
by Arrow Hart, Pass & Seymour, Bryant or Leviton.
.......................................................... 2.
3. 0
B. Receptacle color shall be:
1. Grounding receptacles - white for normal power circuits, red for emerg
power circuits.
2.03 TRIM AND COVERPLATES:
A. Provide a trim or coverplate for each outlet, switch device and box. Ganged de
shall have gang plates exactly matching the arrangement and quantity of de\
Plates on unfinished walls shall be zinc-coated sheet steel having round or bel
edges. Plates on finished walls shall be break resistant fiberglass, 0.10-inch tf
Screws shall be machine type with countersunk heads in a color to match the i
of the plate. Trim and coverplates shall be white.
Plates for special application shall be as indicated on plans or otherwise specifi
All plates shall fit the box perfectly with no field modification necessary. Su
pIates shall not overhang the box.
B.
C. e
SEPTEMBER 15,1999 WIRING DE\
GEORGINA COLE LIBRARY 16
0 PART 3 - EXECUTION
3.01 INSTALLATION:
A. Install all switch and receptacle outlets in the vertical position unless otherwise SI
on the drawings. All devices and trim shall be square and level.
Adjacent devices, mounted at the same elevation, shall be provided with a si
common trimplate.
B.
C. Grounding Receptacle:
1. The green insulated ground (bond) wire shall be spliced together withii
outlet box. A green insulated bonding jumper shall be provided &on
splice to the box body. Attachment to the box body shall be provided 1
a tapped #lo-32 x 3/8" screw minimum.
A green insulated bonding jumper shall be provided fiom the splice t
receptacle ground screw.
2.
D. Provide labels in accordance with Section 16050, "Basic Electrical Material!
Methods".
Mark the inside of each trim or coverplate with the branch circuit number.
indelible markers, non-erasing type.
E. e
3.02 TESTING:
A. Test all devices in accordance with Section 1601 1, "General Requirer
Electrical", and Section 16050, "Basic Electrical Materials and Methods".
* * * END OF SECTION * * *
a
SEPTEMBER 15,1999 WIRING DE
GEORGINA COLE LIBRARY If
SECTION 16450 ' GROUNDING
PART 1 - GENERAL
1.01 GENERAZ, REOUIREMENTS:
A. The provisions of Section 1601 1, "General Requirements, Electrical", and Sec
16050, "Basic Electrical Materials and Methods", apply to this section as if
repeated herein.
1.02 SUBMITTALS:
A. The following information shall be submitted for review and approval in accord
with Section 160 1 1, "General Requirements, Electrical".
1. Catalog Cuts:
a. Ground Connectors
Ground each major piece of equipment affected by this project to a grc
electrode.
2.
1.03 WARRANTY: 0
A. Warranty shall comply with the provisions of Section 1601 1, "General Requkem
Electrical".
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3 .O 1 INSTALLATION:
A. Make mechanical and electrical contact at all panelboards, outlet boxes, jun
boxes and wherever the conduit run is connected. Permanently and effectively gr
all conduit and other equipment as required by all applicable codes, regulation:
standards.
Provide a code sized green insulated ground wire in all conduits unless a large]
is indicated on plans.
B. a
SEPTEMBER 15,1999 GROW
16 GEORGINA COLE LIBRARY
C. The green insulated ground wire shall connect directly to the receptacle ground s1 o 3.02 TESTS:
A. As an exception to requirements that may be stated elsewhere in the contrac
Architect shall be given five (5) working days notice prior to each test.
The testing equipment and devices used in performing the required tests shall h
calibration sticker axed to the device stating the date calibrated, date due fc
calibration and the signature of the individual who did the calibration. In additi
the sticker, a certificate shall also contain the brand name and the serial number (
device.
Test Report (Submit four (4) copies in writing):
B.
C.
1. Groundmg electrodes and systems (identifzj electrodes and systems, each
* * * END OF SECTION * * *
0
0
SEPTEMBER 15,1999 GROW
GEORGINA COLE LIBRARY 16
SECTION 165 10
LIGHTING, BALLASTS AND ACCESSORIES 0
PART 1 - GENERAL,
1.01 GENERAL REQUIREMENTS:
A. The provisions of Section 1601 1, "General Requirements, Electrical", and Sa
16050, "Basic Electrical Materials and Methods", apply to this section as if
repeated herein.
1.02 SUBMITTALS:
A. The following information shall be submitted for review and approval in accord
with Section 1601 1, "General Requirements, Electrical".
1. Catalog Cuts:
a. Light fixtures (each type)
b. Lamps (each type)
c. Ballasts (each type)
2. Shop Drawings:
a. Submit shop drawings for lighting fixture supports.
e
1.03 WARRANTY:
A. Warranty shall comply with the provisions of Section 1601 1, "General Requirerr
Electrical".
1.04 GENERAL:
A. Recessed fixtures shall be provided with proper frame and supports as require
the ceiling type in which they are installed.
The Contractor shall veri@ the ceiling or wall construction and the mou
requirements of each fixture and provide plaster fiames, special flanges, concrete
housing, boxes, brackets, adapters, hangers, stems, canopies and other mat
necessary to properly mount the fixture. Seismic clips shall be provided (
recessed troffers.
Lenses shall be 100 percent virgin acrylic, minimum 0.125-inch thickness L
otherwise noted on plans.
B.
C. e
SEPTEMBER 15,1999
GEORGINA COLE LIBRARY
LIGHTING, BALLASTS AND ACCESS(
It
D. Fixtures and trims shall be assembled and installed with care to avoid and elin
light leaks. Where necessary, gasketing, patching or other effective means sh
used. There shall be no entry for insects or dirt into any fixture.
Fixtures and luminaires of one (1) type shall be of one (1) manufacturer a
identical finish and appearance.
Fixtures shall be complete with all required accessories and equipment incl
lamps, necessary for complete installation.
Submit shop drawings for all fixtures as required under "Shop Drawings". I'
Drawings" may be catalog data sheets if complete information, including mou
hardware, is shown and identified.
e
E.
F.
G.
PART 2 - PRODUCTS
2.01 FLUORESCENT FIXTURES:
A. Fluorescent fixtures shall be as indicated in the fixture schedule.
2.02 FLUORESCENT BALLASTS:
A. Electronic type fluorescent ballasts shall be used in all fluorescent light fixtures u
otherwise noted. Electronic ballasts shall be true rapid start or instant. Electi
ballasts shall be American made by manufacturer producing product for at leas
(10) years. Electronic ballasts shall operate the lamps at a Gequency of 20 to 35
with no detectable flicker. Electronic ballasts operating as a parallel circuit shall I
other lamps to continue fimctioning after one (1) lamp has failed. Ballasts sha
HPF type (0.9 minimum) with a ballast factor of 0.88 percent or higher, sound 1
"A" or better, contain no PCB's and shall be UL listed. Electronic ballasts shall
independent testing lab reports and shall meet any ANSI standards. Electi
ballasts shall comply with FCC and NEMA limits for EMI and RFI and shal
interfere with the operation of other normal electronic equipment. Ballast shall (
the CBM label and shall be hlly potted, with a five (5) year warranty and full 1 - wherever installed, Electronic ballasts shall be Reduced Harmonic type
maximum total harmonic distortion of less than 10 percent. Electronic ballasts
be MagneTek-Triad, Valmont, Osram-Sylvania, Motorola or equal.
Fluorescent dimming ballasts shall be Lutron Hilume.
Where multiple level switching of fluorescent fixtures is indicated on the drawi
wire ballasts for symmetrical grouping of lamps. For example, in four (4)-I
fixtures, two (2) inner and two (2) outer lamps shall be switch controlled.
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B.
C.
rl) 2.03 FLUORESCENTLAMPS:
SEPTEMBER 15,1999 LIGHTING, BALLASTS AND ACCESS0
GEORGINA COLE LIBRARY 165
A. Fluorescent lamp types shall be as indicated on plans. Lamps shall be Gc
Electric, Osram-Sylvania, Philips or equal. All of the same type shall be of the
manufacturer.
a
PART 3 - EXECUTION
3.01 INSTALLATION:
A. Lighting Fixtures: Set fixtures plumb, square, level and in alignment. Sea
accordance with the manufacturer's directions and shop drawings unless othe
indicated.
Provide a system to secure all recessed lighting fixtures. Fixtures shall be sup1
directly and laterally fiom the building structure above, using No.12 gauge
minimum. The ceiling suspension system shall not be used for direct support.
Stems for pendant fixtures shall have approved swivel hanger and canopy at c1
B.
C.
* * * END OF SECTION * * *
0
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SEPTEMBER 15,1999 LIGHTING, BALLASTS AND ACCESS GEORGINA COLE LIBRARY 1
RECORDED REQUESTED BY
Cl-l-Y OF CARLSBAD
AND WHEN RECORDED PLEASE
MAIL TO:
City Clerk
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
I’,
*. . .
I ,’ ‘*
5027
DOC -.
. .
JUN 284
2600-0340594
,,.tiooo 12:ll PM
OFFiCIAL REm &#I DIEGU COW fE@RDER’S N+XE GREGORY fA$H, caR&REcouDER : .
2QQQ-0340594
Space above this line for Recorder’s use.
PROJECT NO. 33841 (Interior Work)
NOTICE OF COMPLETION
Notice is hereby given that:
1.
2.
3.
4.
5.
6.
7.
The undersigned is owner of the interest or estate stated below in the property hereinafter described.
The full name of the undersigned is City of Carlsbad, a municipal corporation.
The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008.
The nature of the title of the undersigned is: In fee.
A work or improvement on the property hereinafter described was comgteted on March.80,2000.
The name of the contractor, if any, for such work or improvement.& Khavari. Construction. ‘:
The property on which said work or improvement was completed is in the City of Carlsbad, County of
San Diego, State of California, and is described as the interior remodel of the Georgina Cole Library. 8. The street address of said property is 1250 Carlsbad Village Drive, Carlsbad, California 92008.
Municipal Projects Manager
I, the undersigned, say:
VERIFICATION OF CITY CLERK
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, California,
92008; the City Manager of said City on June 6, 2000, accepted the above
described work as completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on June 8, , 2000, at Carlsbad, California.
CITY OF CARLSBAD
JANICE BREITENFELD
Deputy City Clerk
Word\Maslers\FWms\Notlce of Completion (City)
colh&l d-L e3 \c;.7sa api7 *hA s I.~~ J/-aa-
3mi98 4