HomeMy WebLinkAboutC-7908-1 - Utilities Yard Office RemodelCITY OF NEWPORT REACH
100 Civic Center Drive
Newport Beach, California 92660
949-644-3005 1 949-644-3039 Fax
newportbeachca.gov
February 5, 2024
JT Construction Group, Inc.
Attn: Sona Vardikyan
3225 Vickers Road
Glendale, CA 91208
Subject: Utilities Yard Office Remodel - C-7908-1
Dear Ms. Vardikyan:
On November 28, 2023, the City Council of Newport Beach accepted the work for the
subject project and authorized the City Clerk to file a Notice of Completion, to release the
Labor & Materials Bond 65 days after the Notice of Completion had been recorded in
accordance with applicable portions of the Civil Code, and to release the Faithful
Performance Bond one year after Council acceptance.
The Notice of Completion was recorded by the Orange County Recorder on
November 29, 2023, Reference No. 2023000295403. The Surety for the bond is Arch
Insurance Company and the bond number is SU1182909. Enclosed is the Labor &
Materials Payment Bond.
Sincerely,
4A ox�
Leilani I. Brown, MMC
City Clerk
Enclosure
PREMIUM INCLUDED WITH
EXHIBIT A PERFORMANCE BOND
CITY OF NEWPORT BEACH
BOND NO. SU1182909
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City of Newport Beach, State of California, has awarded to JT
CONSTRUCTION GROUP, INC. hereinafter designated as the "Principal," a contract for:
The work necessary for the completion of this contract consists of renovating just over a
thousand square feet of existing offices with a new concrete slab and polished floor, new
furred walls with insulation, new lighting, new HVAC equipment and ducting and new
kitchenette. The existing roll -up garage door will be removed and replaced with a new
storefront window system at the existing opening. A new fire rated door will be created at
the existing dividing wall between the office and the space next door. At the exterior, there
will be new accessible parking located adjacent to the office, the walkways will be
adjusted to be ADA compliant and new sheet metal awnings will be located above existing
windows and openings for shade and rain protection, in the City of Newport Beach, in
strict conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract and the
terms thereof require the furnishing of a bond, providing that if Principal or any of
Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies
used in, upon, for, or about the performance of the Work agreed to be done, or for any
work or labor done thereon of any kind, the Surety on this bond will pay the same to the
extent hereinafter set forth.
NOW, THEREFORE, We the undersigned Principal, and, ARCH INSURANCE
COMPANY duly authorized to
transact business under the laws of the State of California, as Surety, (referred to herein
as "Surety') are held and firmly bound unto the City of Newport Beach, in the sum of
Three Hundred Seventy Thousand Nine Hundred Six Dollars ($370,906.00) lawful money
of the United States of America, said sum being equal to 100% of the estimated amount
payable by the City of Newport Beach under the terms of the Contract; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors, or assigns, jointly and severally, firmly by these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the
Principal's subcontractors, fail to pay for any materials, provisions, or other supplies,
implements or machinery used in, upon, for, or about the performance of the Work
contracted to be done, or for any other work or labor thereon of any kind, or for amounts
due under the Unemployment Insurance Code with respect to such work or labor, or for
any amounts required to be deducted, withheld and paid over to the Employment
Development Department from the wages of employees of the Principal and
subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with
respect to such work and labor, then the Surety will pay for the same, in an amount not
exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the
JT Construction Group, Inc. Page A-1
1=16N I Ii119imIIfiF:YTUP:
obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required
by the provisions of Section 9554 of the Civil Code of the State of California.
The Bond shall inure to the benefit of any and all persons, companies, and
corporations entitled to file claims under Section 9100 of the California Civil Code so as
to give a right of action to them or their assigns in any suit brought upon this Bond, as
required by and in accordance with the provisions of Sections 9500 et seq. of the Civil
Code of the State of California.
And Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alterations or additions to the terms of the Contract or to the Work to
be performed thereunder shall in any wise affect its obligations on this Bond, and it does
hereby waive notice of any such change, extension of time, alterations or additions to the
terms of the Contract or to the Work or to the specifications.
In the event that any principal above named executed this Bond as an individual,
it is agreed that the death of any such principal shall not exonerate the Surety from its
obligations under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the above
named Principal and Surety, on the 261h day of January 2023 .
JT CONSTRUCTION GROUP, INC.
Name of Contractor (Principal)
ARCH INSURANCE COMPANY
Name of Surety
Three Parkway 1601, Cherry St, Ste 1500
Philadelphia PA 19102
Address of Surety
215-606-1600
Telephone
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
W
Harp 5•3.23
Authorized Signature/Title
Authorized Agent Signature
Blake A. Pfister, Attorney -in -Fact
Print Name and Title
Attorney
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR
AND SURETY MUST BE ATTACHED
JT Construction Group, Inc. Page A-2
CALIFORNIA ALL-PURPOU ACKNOWLSDOMNNT CML CODE f 111W
A notary public or qQw ~ completing this cofftele vedHes orgy the Wwft of the individual who sigl the
document to which this CV011081e to attached, and not the truddulness, accuracy, or validity of that document.
State of Calffornia )
County of QIzase )
on Aril 25, 2023 beforeme, Lianne Nahina, Notary Public
Date Mere If Name and Title of the Officer
who proved to me on the basis of satisfactory evidence to be the person(# whose names) WSW
subscribed to the within instrument and acknowledged to me that hefdly executed the some in
hWWft* authorized capacity , and that by his/10111111111111P signature(6) on the instrument the person ft
or the antty.upon babel of which the person* acted, executed the instrument.
WITNESS my hand and official reel.
4�PA NAND
CM COMM,
��
COMM. # 2314283 / dL
W u g NOTARY PUaLIC-CALIFORNIA Signatu
'ORANGECOUNTY N Signature of Notary Public
MY COMM, EXP, DEC 8 2023
Place Notary Seal Above
OP77OMAL
Though this section Is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title of Type of Document: Bond SU1 1 82909 Document Dom: January 26, 2023
Number of Pages: Signer(s) Other Than Named Above: N[A I None
Capacity) Claimed by Signmis)
Signer°sName, Blake A. Pfister
• Corporate Officer •- Tftle(s):
• Partner — 0 Limited EJ General
9 Individual . 0 Attorney in Fact
• Trustee D Guardian or Conservator
LJ Other:
Signer Is Representing:
Arch Insurance Company
Signer's Name: -------
0 Corporate Officer -- Title(s):
0 Partner — ® Umted E3 General
D individual U Attorney in Face
13 Trustee 0 Guardian or Conservator
CI Other:
Signer Is Representing:
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Los A+ -'eS } ss.
`',
On o_*-, 281 2023 beforeme, Ltv\as 0�okyva%s
Notary Public, personally appeared d ;
who proved to me on the basis of satisfactory evidence to be the pers (s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal. °°> uNOONANNis
Notary Pubb lic - California
Los Angeles County
Commission. 2310114
CMy Comm, Expires Oct 20, 2023 +
Signature (seal)
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who
signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity
of that document.
State of California
County of 1 ss.
On 20 before me, see attached acknowledgment
Notary Public, personally appeared , see attached acknowledgment
proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
see attached acknowledgment
Signature (seal)
JT Construction Group, Inc. Page A-3
Attached to SU1182909 40861
This Power of Attorney lindts the acts of those nmaed herein, and /trey have no authority to hind the Compatty except in the rummer audio the extent herein stated,
Not valid for Note, Loan, Leaer oj'Credb, Currency Rate, Interest Rate or Residential Value Guarantees.
POWER OF ATTORNEY
Know All Persons By These Presents:
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in ,Jersey City,
New Jersey (hereinafter referred to as the "Company") does hereby appoint:
Blake A. Pfister of Mission Viejo, CA (EACH)
its true and lawful Attorney(s)in-Pact, to make, execute, seal, and deliver from the (late of issuance of this power for and on its behalf as surety, and as its act and deed:
Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding One Hundred Fifty Million Dollars ($150.000.000.001.
This authority does not permit the same obligation to be split into two or more bands in order to bring each such bond within the dollar limit of authority as set forth
herein.
The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as
fully and amply to all intents slid purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative
office in Jersey City, New Jersey.
This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, line and
accurate topics of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in fill force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surely Business Division, or their
appointees designated in writing and filed with die Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to
authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company
thereto, bonds, undefakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for
acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of
Directors of die Company on August 31, 2022:
VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business
Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the
Secretary, troy be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31, 2022, and
,any such power so executed, sealed and certified with respect to any band or undertaking to which it is attached, shall continue to be valid and binding upon the
Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be axed by their authorized officers, this 23itl day
ofJan�2023. yaws 1
Attested and C�eerrytifieddy'yt�� -t%y Arch Insurajfnccree Company
f^k r ttr SI 4EiNYi.WYYE
aa➢,
t4T1
Regan Shulman, Secretary Stephen C. lhischak, Executive Vice President
STATE OF PENNSYLVANIA SS
COUNTY OF PIIILADELPHIA SSi�OUI
f, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names
are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing tinder the laws of the Stale of
Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being there uct duly authorized signed,
sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth. /
liIl6PVMaWSv�fu- _ "�p�oil ltpwadd #Ctltdtity. Miblic
at Y My commission expires 07/31/2025
CERTIFICATION -
1, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated January 23, 2023 on behalf of the
persons) as listed above is a true and correct copy and that the same has been in full force and effect since the data thereof and is in full force and effect on the date of
this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution
of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. 96ty glanuaryy
IN TESTIMONY WHEREOF, I have hereunto subscribed my name slid affixed the corporate seal of the Arch Insurance Company on tins ay o
2o23.,�}}��,##
ReJeA A. Shulman, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company
except in the manner and to the extent herein stated. (!If
7rmml
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS:
Arch Insurance — Surety Division
3 Parkway, Suite 1500 "�`Philadelphia, PA 19102 p��j.,
3$Tf'j
To verify the authenticity of this Power of Attorney, please contact Arch Insurance Company at SuretyAuthentic@archinsur
Please refer to the above named Attorney -in -Fact and the details of the bond to which the power is attached, -
AICPOA040120 Printed in U.S.A.
11/29/23, 11:18 AM
Batch 16694896 Confirmation
RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
City Clerk
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Recorded in Official Records, Orange County
Hugh Nguyen, Clerk -Recorder
1111I1IIIIIIJ 1111I1I111111111111111IIIIIII11$1II11111II1I1IIIIII 11I NO FEE
*$ R 0 0 1 4 6 7 8 5 0 4 8*
202300029540311:16 am 11/29123
90 CRSC06 N12 1
0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00
"Exempt from recording fees
pursuant to Govemment Code Section 27383"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive,
Newport Beach, California, 92660, as Owner, and JT Construction Group, Inc., Glendale,
California, as Contractor, entered into a Contract on January 10, 2023. Said Contract set
forth certain improvements, as follows:
Utilities Yard Office Remodel - C-7908-1
Work on said Contract was completed, and was found to be acceptable on
November 28, 2023, by the City Council. Title to said property is vested in the Owner and
the Surety for said Contract is Arch Insurance Company.
M
City of Newport Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge. A' ��nn
Executed on �1�W at Newport Beach, California.
1. d� ,0, LL ,0 , 1
hops://gs.secure-erds.com/Batch/Confirmation/l6694896 1/2
RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
City Clerk
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
"Exempt from recording fees
pursuant to Government Code Section 27383"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive,
Newport Beach, California, 92660, as Owner, and JT Construction Group, Inc., Glendale,
California, as Contractor, entered into a Contract on January 10, 2023. Said Contract set
forth certain improvements, as follows:
Utilities Yard Office Remodel - C-7908-1
Work on said Contract was completed, and was found to be acceptable on
November 28, 2023, by the City Council. Title to said property is vested in the Owner and
the Surety for said Contract is Arch Insurance Company.
LOW
Public Works Director
City of Newport Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge.
Executed on vGr°Ivi'i1L3 at Newport Beach, California.
BY 4\01"
City Jerk
CITY OF NEWPORT BEACH
NOTICE INVITING BIDS
v
Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk,
100 Civic Center Drive, Newport Beach, CA 92660
By 10:00 AM on the 9th day of November, 2022,
at which time such bids shall be opened and read for
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
$550,000
Engineer's Estimate
James M. Houlihan
luty PWD/City Engineer
Prospective bidders may obtain Bid Documents, Project Specifications and Plans
via PlanetBids:
http://www.planetbids.com/portal/porta1.cfm?CompanyID=22078
MANDATORY PRE -BID SITE WALK:
A mandatory job walk will be conducted for this project on October 26, 2022 at 9 AM, at
the Utilities Yard Office located at 949 W 16th St, Newport Beach, CA.
Hard copy plans are available via
Santa Ana Blue Print at (949)756-1001
Located at 2372 Morse Avenue, Irvine, CA 92614
Contractor License Classification(s) required for this project. "A" or "B"
For further information, call Patrick Arciniega, Project Manager at (949) 644-3347
City of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO.23F13
CONTRACT NO. C-7908-1
TABLE OF CONTENTS
NOTICE INVITING BIDS.....................................................................................................Cover
INSTRUCTIONS TO BIDDERS.................................................................................................3
BIDDER'S BOND.........................................................................................................................6
DESIGNATION OF SUBCONTRACTOR(S).................................. ......................................... 9
TECHNICAL ABILITY AND EXPERIENCE REFERENCES.................................................9
NON -COLLUSION AFFIDAVIT..................................................................... 13
DESIGNATION OF SURETIES...................................................................... 14
CONTRACTOR'S INDUSTRIAL SAFETY RECORD...........................................................15
ACKNOWLEDGEMENT OF ADDENDA................................................................................18
INFORMATION REQUIRED OF BIDDER.............................................................................19
NOTICE TO SUCCESSFUL BIDDER.....................................................................................21
CONTRACT................................................................................................................................22
LABOR AND MATERIALS PAYMENT BOND .................................................. Exhibit A
FAITHFUL PERFORMANCE BOND.................................................................. Exhibit B
INSURANCE REQUIREMENTS.........................................................................Exhibit C
PROPOSAL............................................................................................................................ PR-1
SPECIAL PROVISIONS........................................................................................................SP-1
2
City of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO.23F13
CONTRACT NO. C-7908-1
INSTRUCTIONS TO BIDDERS
1. The following documents shall be completed, executed, uploaded and received by the City Clerk
via PlanetBids in accordance with NOTICE INVITING BIDS:
INSTRUCTIONS TO BIDDERS
BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed
Envelope)
DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT(Subcontractorinformation
to be submitted via PlanetBids)
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
INFORMATION REQUIRED OF BIDDER
ALL ADDENDA TO PLANSAND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID
OPENING DATE (if any; Contractor shall confirm via PlanetBids)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
NON -COLLUSION AFFIDAVIT
DESIGNATION OF SURETIES
PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids)
The City Clerk's Office will open and read the bid results from PlanetBids immediately
following the Bid Opening Date (Bid Due Date.)
The Bid Results are immediately available to the public via PlanetBids following the Bid
Opening Date (Bid Due Date). Members of the public who would like to attend this reading
may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.)
2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may
be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid'
shall be clearly marked ontheoutside of the envelope containing the documents. Original copies
must be submitted to the City Clerk's Office.
3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed
above. Bidders are advised to review their content with bonding and legal agents prior to
submission of bid.
BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized
by the Insurance Commissioner to transact business of insurance in the State of California, and
(2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The
successful bidder's security shall be held until the Contract is executed. Original, sealed
copies must be submitted to the City Clerk's Office by the Bid Opening Date (Bid Due Date.)
The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on
the outside of the envelope containing the documents.
3
4. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to
allow the comparison of total bid prices.
5. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied
by unit price submitted by the bidder. In the event of discrepancy between wording and figures,
bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated
quantity by unit price, the correct multiplication will be computed and the bids will be compared
with correctly multiplied totals. The City shall not be held responsible for bidder errors and
omissions in the PROPOSAL.
6. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor
irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at
the request and expense of the Contractor, securities shall be permitted in substitution of
money withheld by the City to ensure performance under the contract. The securities shall
be deposited in a state or federal chartered bank in California, as the escrow agent.
7. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial
Relations has ascertained the general prevailing rate of per diem wages in the locality in which
the work is to be performed for each craft, classification, ortype of workman or mechanic needed
to execute the contract A copy of said determination is available by calling the prevailing wage
hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations.
All parties to the contract shall be governed by all provisions of the California Labor Code —
including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981
inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site.
9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of
the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts
Code, "Subletting and Subcontracting Fair Practices Act".
10. No contractor or subcontractor may be listed on a bid proposal for a public works project
(submitted on or after March 1, 2015) unless registered with the Department of Industrial
Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement
for bid purposes only under Labor Code section 1771.1(a)].
11. No contractor or subcontractor may be awarded a contract for public work on a public works
project (awarded on or after April 1, 2015) unless registered with the Department of Industrial
Relations pursuant to Labor Code section 1725.5.
12. This project is subjectto compliance monitoring and enforcement by the Department of Industrial
Relations.
13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the
bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized
by the corporation. For partnerships, the signatures shall be of a general partner. For sole
ownership, the signature shall be of the owner.
14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on
behalf of itself or a subcontractor that lacks privity of contract with the City but has requested
that contractor proceed on its behalf, sent by registered mail or certified mail return receipt
requested for a time extension, payment by the City for money or damages arising from work
done by, or on behalf of, the contractor and payment for which is not otherwise expressly
provided or to which the claimant is not otherwise entitled, or for payment of an amount that is
disputed by the City, the following is a summary of the claims resolution process to be applied:
4
A. The City shall review the claim and, within 45 days, shall provide a written statement
identifying the portions of the claim that are disputed and undisputed. This time period may
be extended by mutual agreement. The claimant shall furnish all reasonable
documentation to support the claim. If the City needs approval from its City Council to
provide the written statement and the City Council does not meet within the prescribed time
period, the City shall have up to 3 days following the next regular meeting of the City
Council to provide the written statement. Payment of the undisputed portion of the claim
shall be made within 60 days after the City issues its written statement.
B. If the claimant disputes the City's written statement or if the City does not issue a written
statement in the prescribed time period, the claimant may demand in writing an informal
meet and confer conference, which shall be scheduled within 30 days of receipt of
claimant's demand.
C. Within 10 business days of the meet and confer conference, if a dispute remains, the City
shall provide a written statement identifying the portion of the claim that remains in dispute
and the undisputed portion. The City shall pay any remaining amount of the undisputed
portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding
mediation or similar nonbinding process, with the City and claimant sharing the costs
equally and agreeing to a mediator within 10 business days. If the parties cannot timely
agree on a mediator, each party shall select a mediator and those mediators shall select a
qualified neutral third party to mediate the remaining disputed portion. If mediation is
unsuccessful, any remaining disputed portion shall be addressed using procedures outside
of Public Contract Code section 9204.
D. Failure by the City to meet the time requirements herein shall result in the claim being
rejected in its entirety and shall not constitute an adverse finding with regard to the merits of
the claim or the responsibility or qualifications of the claimant.
The signature below represents that the above has been reviewed.
1011456 Band C10
Contractor's License No. & Classification
PW-LR-1000602389
DIR Registration Number& Expiration Date
JT Construction Group, Inc.
Bidder
5
Authorized Signature/ tle
11 /8/2022
Date
Bid Bond Numbers 11-886-003
City of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
BIDDER'S BOND
We, the undersigned Principal and Surety, our successors and assigns, executors, heirs
and administrators, agree to be jointly and severally held and firmly bound to the Cit of NErport
Beach, a charter city, in the principal sum of ten percent of the amoun bi
Dollars ($ 10 ), to be paid and forfeited to the City of
Newport Beach if the bid proposal of the undersigned Principal for the construction of Utilities
Yard Remodel, Contract No. 7908-1 in the City of Newport Beach, is accepted by the City
Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and
the Principal fails to execute the Contract Documents in the form(s) prescribed, including the
required bonds, and original insurance certificates and endorsements for the construction of the
project within thirty (30) calendar days after the date of the mailing of "Notification of Award",
otherwise this obligation shall become null and void.
If the undersigned Principal executing this Bond is executing this Bond as. an individual, it
is agreed that the death of any such Principal shall not exonerate the Surety from its obligations
under this Bond.
Witness our hands this 8 t h day of November 2022
JT Construction Group, Inc.
Name of Contractor (Principal)
Arch Insurance Company
Name of Surety
3 Parkway #1500
Phladelphia, PA 19102
Address of Surety
215-606-1600
Telephone
Authorized Signature/Title
d j
Authorized Agent Signature
Blake A`Pfister,
Attorney —in —fact
Print Name and Title
949-248-1543
(Notary acknowledgment of Principal $ SUrety must be attached)
n.
CALIIiOA ALL -POSE EMT CML CODE § 1189
A notary piNe or Ow otfrcer corrVI*V this catilicate verifies only the do -my of the uxl'hrKW who signed the
d=xro g lo, which this certificate is attached, and not the h***om, accuracy, orvakky of that done ri.
State of Caldomia
County of O r a n g e
On November 9, 2022 beforeme, Lianne Nahina, Notary Public
Date Here heart Name and Tif1e of the Oft er
pro appeared Blake A. Pfister
A(WWS) of SOWN
who proved to me on the basis of Satisfactory evidence to be the person(* whose name(s) rs1jV
subscribed to the within instrument and acknowledged to me that he/1I OW* executed the same in
hit p* authorized capacity", and that by hiss a jh on the wntr[anent the per,
or the entity upon behalf of which the person* anted, executed the msturnent.
I certify urxier PENALTY OF PERJURY under the laws
Of the State of Califomia that the foregoing paragraph
is true and correct.
WITNESS my hand and official seat.
LIANNE NAHINA S/gnatille Of Notary
N �T ' COMM. # 2314283 70
® NOTARY PU9LIGCALIFORNA N
ORANGE COUNTY N
MY COMM. EXP, DEC 5, 2023
Place Hotwy SeW Above
OPTIOML
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Deecriplion of A#3dwd Document
Trig or Type of Doccunett< Bid Bond 11-886-003 Docurrient pie; November 9, 2022
Nufnber of Pages: 1 Signer(s) Other Than Named Above: N / A , N o n e
Capac4f*4
SignWsNww. Blake A. Pfister Signer'sNww.-------
* Corporate Officer — Titles): 0 Corporate Offxw — Trtle(s):
® Partner — 17) Limited 0 General 0 Partner — 0 Limited I] Gnat
0 Individual 0 Attorney in Fact 0 hx1vidcal Q Attorney in Fact
I Trustee Guardian or Conservator 0 Trustee 0 Guardian or Conservator
13 Other: Ci O fir:
Signer Is Representing: Signer Is Representing:
Arch Insurance Company
02014 National NotaryAssociation • www.Nabona1Notary4rg • 1-800-US NOTARY (1-800-976-6827) item #5907
AIC 0000385247
Attached to 11-886-003
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Value Guarantees.
POWER OF ATTORNEY
Know All Persons By These Presents:
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City,
New Jersey (hereinafter referred to as the "Company") does hereby appoint:
Blake A. Pfister of Mission Viejo, CA
its true and lawful Attomey(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed:
Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding One Hundred Fifty Million Dollars ($150.000.000.00).
This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth
herein.
The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as
fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative
office in Jersey City, New Jersey.
This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, true and
accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their
appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attomeys-in-fact, and to
authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company
thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for
acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of
Directors of the Company on August 31, 2022:
VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business
Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the
Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31, 2022, and
any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the
Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 2=a day of
November, 2022.E
Attested and Certified 9P `a Arch Insurance Company
Re an� Shulman, Secreta Ion
g ry Stephen C. Ruschak, Executive Vice President
STATE OF PENNSYLVANIA SS
COUNTY OF PHILADELPHIA SS obsod
1, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names
are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of
Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed,
sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth.
Ctrttnlll�nt� Z
AI tI iE of tta m DWbtir
?fudrwiciGlda
AL.L
myttattttit"l°xp WAAy31.2M Mich a IRpodi,Nota blic
CERTIFICATION Iltnnt .1. 1 My commission expires 07/3112025
1, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated November 2. 2022 on behalf of the
person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereofand is in full force and effect on the date of
this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution
of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. 9 t h N Y e m b e r
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this _day o,
20_2,2_.
A. cZX---
ReM A. Shulman, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company
except in the manner and to the extent herein stated.
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: 'CO -
Arch Insurance — Surety Division
3 Parkway, Suite 1500 4X*X ATt
Philadelphia, PA 19102 sm
iYft
To verify the authenticity of this Power of Attorney, please contact Arch Insurance Company at SuretyAuthentic@archinsur
Please refer to the above named Attorney -in -Fact and the details of the aa:nd to which the power is attached.
AICPOA040120 Printed in U.S.R.
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of _ 3 SS.
On 20 before me,
Notary Public, personally appeared
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTYOF PERJURY underthe laws of the State of California.that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Signature
(seal)
OPTIONAL INFORMATION
Date of Document Thumbprint of Signer
Type or Title of Document
Number of Pages in Document
Document in a Foreign Language
Type of Satisfactory Evidence. -
Personally Known with Paper Identification
Paper Identification
Credible Witness(es)
Capacity(ies) claimed by Signer(s):
Trustee
Power of Attorney
CEO / CFO / COO
President / Vice -President / Secretary / Treasurer
Other:
Other Information:
ACKNOWLEDGMENT
❑ Check here if
no th umbprint
o r fi ng erprint
is available.
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of 3 SS.
On 20 before me,
Notary Public, personally appeared
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY underthe laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Signature (seal)
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of ) ss.
On 20 before me,
Notary Public, personally appeared
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY underthe laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Signature
(seal)
City of Newport Beech
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
DESIGNATION OF SUBCONTRACTORS) - AFFADAVIT
State law requires the listing of all subco ntractors who will perform work in an amount in excess of one-
half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that
he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of
subcontractors shall be made only in accordance with State law and/orthe Standard Specifications for Public
Works Construction, as applicable.
Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted forany
monies to be withheld to ensure performance underthe Contract.
The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the
Bidder's electronic bid have been used in formulating the bid forthe project and that these subcontractors will
be used subject to the approval of the Engineer and in accordance with State law. No changes maybe made
in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include
DIR registration numbers foreach subcontractor.
JT Construction Group, Inc.
Bidder
E
];;-- rrt�r Sr. Project Manager
Authorized Signatu ide
City_ of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO.23F13
CONTRACT NO. C-7908-1
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
Contractor must use this form!!! Please print or type.
Bidder's Name JT Construction Group, Inc.
FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A
COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE.
For all public agency projects you have worked on (or are currently working on) in the
past 5-years in excess of $100,000, provide the following information:
No. 1
Project Name/Number HP Salt Lake Park Aquatic Center
Project Description
Design Build Aquatic Center
Approximate Construction Dates: From 2021 To: Present
Agency Name City of Huntington Park
Contact Person Steve Forster
Telephone (562 587-4860
Original Contract Amount$25 Mill Final Contract Amount$
If final amount is different from original, please explain (change orders, extra work, etc.)
Job is in Proqress
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
None
10
No. 2
Project Name/Number Vepo Commercial Building 3610 San Pedro
Project Description DB 30,000 SgFt Space into Offices and Industrial Warehouse
Approximate Construction Dates: From 11/2020 To:9/2021
Agency Name Vepo Corporation
Contact Person Emilia Keushkerian
Telephone (310 486-2553
Original ContractAmount $1.2 Mill Final ContractAmount $ 1.2 Mill
If final amount is different from original, please explain (change orders, extra work, etc.)
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
None
No. 3
Project Name/Number MLK Divide Waiting to Offices 4th / 5th Floors
Project Description Divide Waiting Area into Offices and Waiting Area on 4th / 5th Floors
Approximate Construction Dates: From 12/28/2020 To: 6/24/2021
Agency Name Martin Luther King Jr. Community Hospital
Contact Person Mike Silva (818) 281-2439
Telephone P18) 281-2439
Original Contract Amount $914K Final Contract Amount $914,000.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
None
11
No. 4
Project Name/Number SJRMC Upgrade CT Scan Room
Project Description Upgrade Existing CT Room to Receive New CT Equipment
Approximate Construction Dates: From
To:
Agency Name Dignity Health - St. John Regional Medical Center
Contact Person John Ramirez
Telephone ($1 a 792-1891
Original ContractAmount $375K Final ContractAmount $ 395,000.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Change Order per Owner to Refresh Flooring and Install New Double Doors
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
None
No. 5
Project Name/Number MLK MOB 555 Suite 228 Design Build
Project Description Renovate Existing Suite into 7 Offices with Restrooms, Lounge...
Approximate Construction Dates: From 5/12/2021
Agency Name Martin Luther Ki
Contact Person Mike Silva
To: 2/5/2022
Jr. Community Hospital
Telephone (81 E) 281-2439
Original Contract Amount $1.873 Mif#inal Contract Amount $1,991,900.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Change Order - Additional Work Requested includion New Operational Partitions
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
None
12
No. 6
Project Name/Number City of Hope Varian Identify System
Project Description Upgrade Imaging Room to Receive New Varian Identify System equipment
Approximate Construction Dates: From 4/9/2021 To:
Agency Name City of Hope Hospital
Contact Person Vinh Thai
(714) 475-4366
Telephone (714 475-4366
Original Contract Amount $355,800-Final Contract Amount $ 377,000.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Change Order - Upgrade Electrical and Install New Camera System
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
None
Attach additional sheets if necessary.
Attach to this Bid the experience resume of the person who will be designated as
General Construction Superintendent or on -site Construction Manager for the
Contractor.
Upon request, the Contractor shall attach a financial statement and other information
sufficiently comprehensive to permit an appraisal of the Contractor's current financial
conditions.
JT Construction Group, Inc. j t Sr Project Manager
Bidder Authorized Signat ]Title
13
Citv of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
NON -COLLUSION AFFIDAVIT
State of Calif omia
ss.
County of
r
06111 fIeiL i "De `i , c/ C- being first duly sworn, depos� and says that he or she is
1 ?�,., i Uc �✓ '-'4 S of _ � � (1�,rv;ilUL1 `t t rl�? the party making the
forego.ing bid; that th bid is not made in the interest of, oron behalf of, any undisclosed person, partnership,
company, association, organization, orcorporation; that the bid isgenuineand not collusive or sham; that party
making the foregoing bid, that the bid is not made in the interest of, or on behalf of, any undisclosed person,
partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or
sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham
bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else
to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly
or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder
or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder,
or to secure any advantage against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or
indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged
information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company
association, organization, bid depository, orto any memberoragent thereof to effectuate a collusive or sham
bid.
I declare under penalty of perjury of the laws of the State of California that the foregoing is true and correct.
JT Construction Group, Inc. 66
Bidder Authorized Sigr�a_tur6aitle_(�q (��r
Subscribed and sworn to (or affirmed) before me on this—fday of A/0V 2022
by I� ��� et �� �j Tug Lid 1 i c'1 proved to me on the basis of
satisfactory evidence to be the person(6)' whorztppeared before me.
I certify under PENALTY OF PERJ U RY under the laws of the State of Cali, ornia that the foregoing
paragraph is true and correct.
Notary Pbblic
VAROUJ ASDOURIAN
[SEAL] met "'c Notary Public •California ✓L
osAngeles Cc n:y My Commission Expires: /'��� ` �
Commissio
X' n 2210915
`-� nc; Comm. Expires Sep 5, 2025
14
Citv of NewportBeach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
DESIGNATION OF SURETIES
Bidder's nameJT Construction Group, Inc
Provide the names, addresses, and phone numbers for all brokers and sureties from
whom Bidder intends to procure insurance and bonds (listby insurance/bond type):
Arch Insurance Company Blake Pfister (949) 248-1543 - Bidders Bond
Henry Galoustian (818) 242-3232 Insurance Co. of the West Workers Comp
Henry Galoustian (818) 242-3232 Infinity Commercial Auto Insurance
Foley (818) 386-8913 Allied World Surplus General Liabil
Jeremy Foley (818) 386-8913 Evanston Insurance Co Umbrella Liability
15
Citv of NewportBeach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
TO ACCOMPANY PROPOSAL
Bidder's Name JT Construction Group, Inc.
Record Last Five (5) Full Years
Current Year of Record
Current
Record
Record
Record
Record
Record
Year of
for
for
for
for
for
Record
2021
2020
2019
2018
2017
Total
2022
No. of contracts
Total dollar
12, 700,535.00
8,537,140.00
7,042,429.00
12,436,563.00
4,921,145.00
2,734,728.00
48,372,540.00
Amount of
Contracts (in
Thousands of $)
No. of fatalities
Zero
Zero
Zero
Zero
Zero
Zero
Zero
No. of lost
Workday Cases
Zero
Zero
Zero
Zero
Zero
Zero
Zero
No. of lost
workday cases
involving
permanent
transfer to
another job or
termination of
emplo rent
Zero
Zero
Zero
Zero
Zero
Zero
Zero
The information required for these items is the same as required for columns 3 to 6, Code 10,
Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102.
16
Legal Business Name of Bidder JT Construction Group, Inc.
Business Address: 1730 Evergreen Street, Duarte, CA 91010
Bu sin ess Tel. No.: (626) 500-0404
State Contractor's License No. and 1011456
Classification: B and C10
Title Sr. Project Manager - Edvin Tsaturyan
The above information was compiled from the records thatare availableto me atthis time
and I declare underpenaltyof perjury thatthe information istrue and accurate within the
limitations of those records.
Signatureof
bidder j
Date 11/9/2022
Title Sr. Project Manager
Signatureof
bidder
Date 11/8/2022 t%
Title President
Signatureof
bidder NA
Date
Title
Sign atureof
bidder NA
Date
Title
Signature Requirements: If bidder is an individual, name and signature of individual
must be provided, if doing business undera fictitious name, the fictitious name must be
set fortalong with the County. If bidder is a partnership or joint venture, legal name of
partnership/joint venture must be provided, followed by signatures of all of the
partnersfJoint ventures or if fewer than all of the partnersfJoint ventures submit with
evidence of authority to act on behalf of the partnership/joint venture. If bidder is a
corporation, legal name of corporation must be provided, followed by signatures of the
corporation President or Vice President or President and Secretary or Assistant
Secretary, and the corporate seal, or submitwith evidence of authority to act on behalf of
the corporation. All must be acknowledged before a Notary Public, who mustcertify that
such individuals, partners/joint ventures, or officers were proven on the basis of
satisfactory evidence to be the persons whose name are subscribed to and
acknowledged thatthey executed the same in their authorized capacities.
[NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI
17
City of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO.23F13
CONTRACT NO. C-7908-1
ACKNOWLEDGEMENT OF ADDENDA
Bidder's name JT Construction Group, Inc.
The bidder shall sign ify receiptof all Addenda here, if any, and attach executed copy
of addenda to bid documents:
Addendum No. Date Received Signature
NONE
18
Ciht of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
INFORMATION REQUIRED OF BIDDER
Bidder certifies under penalty of perjury under the laws of the State of California that the
following information is complete, true, and correct. City may deem failure to provide
correct information a non -responsive bid.
Name of individual Contractor, Company or Corporation: JT Construction Group, Inc.
Business Address- 1730 Evergreen Street, Duarte, CA 91010
Telephone and Fax Number: (626) 500-0404
California State Contractor's License No. and Class: 1011456 B and C10
(REQUIRED AT TIME OF AWARD)
Original Date Issued.2/2016
Expiration Date:02/29/2024
List the name and title/position of the persons) who inspected foryourfirm the site of the
work proposed in these contract documents:
Ricardo Del Real, PM Assistant
The following are the names, titles, addresses, and phone numbers of all individuals, firm
members, partners, joint ventures, and company or corporate officers having a principal
interest in this proposal:
Name Title Address Telephone
Sona Vardikyan, Pres./VPresi./Sec./Trea. 3225 Vickers Drive, Glendale, CA 91208 (626) 500-0404
Edvin Tsaturvan. General Mnar/Sr. Proiect Manaer 727 Sonora Avenue, Glendale, CA 91201 (310) 962-5858
Corporation organized underthe laws of the State of California
19
The dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interestin this proposal are as follows. -
None
All company, corporate, or fictitious business names used by any principal having interest
in this proposal are as follows:
Phoenix Electric
For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been
involved inwith publicagencieseithercurrently or in the past fiveyears (Attach additional
Sheets if necessary) provide:
Provide the names, addresses and telephone numbers of the parties;
None
Briefly summarize the parties' claims and defenses;
NA
Have you ever had a contract terminated by the owner/agency? If so, explain.
No
Have you ever failed to complete a project? If so, explain.
No
For any projects you have been involved with in the last 10 years, did you have any claims
or actions by any outside agency or individual for labor compliance (i.e. failure to pay
prevailing wage, falsifying certified payrolls, etc.)? Yes /®
20
Are any claims or actions unresolved or outstanding? Yes No
If yes to any of the above, explain. (Attach additional sheets, if necessary)
Failure of the bidder to provide ALL requested information in a complete and accurate
mannermay be considered non -responsive.
Sona Vardikyan_ President
(Print name of Owner or President
of CorporationlComnany)
JT Construction Group, Inc
Bidder Authorized Signature/Title ',J
Title f
Date
On / v G%� 2022` before me �' `r /`f 5 r�� Vh� , Notary Public, personally appeared
On /4
&2 (YA-b who proved to me on the basis of
satisfactory evidence to be the person( ),whose names 'slare�ubscribed to the within instrument and
acknowledged to me that he hei ey ek..t.d the same`in lher/�'their authorized capacity(r ,and that
by hiskbL@heir signatureSOwn the instrument the persono; o.r to entity upon behalf of which the person( .
acted, executed the instMment.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my handJa d
official seal.
r
`
;;✓
_---•---,..._
�
(SEAL)
Notary Public in and for
said State
.� J` v„Rau i Aeaoui?lAr,
�R soca^ Public Califs
(/, IJ `
Lo=_Ar&eieSCc ncj +
Ccmmissicn � Z370915
My Comm. Expires
My Coti�mission Expires:
Sep 5. 2Q_.
21
Cott of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
NOTICE TO SUCCESSFUL BIDDER
The following Contract Documents shall be executed and delivered to the Engineer within
ten (10) days (not including Saturday, Sunday and Federal holidays) afterthe date shown on the
"Notification of Award" to the successful bidder:
• CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS
• LABOR AND MATERIALS PAYMENT BOND
• FAITHFUL PERFORMANCE BOND
The City of Newport Beach will not permit a substitute format for these Contract Documents.
Bidders are advised to review their content with bonding, insuring and legal agents prior to
submission of bid. Original Certificate(s) of Insurance, General Liability Insurance
Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required
by the Contract documents and delivered to the Public Works Department within ten (10)
working days after the date shown on the Notification of Award to the successful bidder.
The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by
an insurance organization or surety (1) currently authorized by the Insurance Commissioner to
transact business of insurance in the State of California, and (2) listed as an acceptable surety in the
latest revision of the Federal Register Circular 570.
Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted
for any monies to be withheld to ensure performance under the Contract.
Insurance companies affording coverage shall be (1) currently authorized by the Insurance
Commissioner to transact business of insurance in the State of California, and (2) assigned
Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance
with the latest edition of Best's Key Rating Guide: Property -Casualty. Coverages shall be provided
as specified in the Standard Specifications for Public Works Construction, except as modified by the
Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the
insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed
will not be issued until all contract documents have been received and approved by the City.
22
UTILITIES YARD OFFICE REMODEL
CONTRACT NO. 7908-1
THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 10th day
of January, 2023 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a
California municipal corporation and charter city ("City"), and JT CONSTRUCTION
GROUP, INC., a California corporation ("Contractor"), whose address is 3225 Vickers
Road, Glendale, CA 91208, and is made with reference to the following:
RECITALS
A. City is a municipal corporation duly organized and validly existing under the laws
of the State of California with the power to carry on its business as it is now being
conducted under the statutes of the State of California and the Charter of City.
B. City has advertised for bids for the following described public work: The work
necessary for the completion of this contract consists of renovating just over a
thousand square feet of existing offices with a new concrete slab and polished
floor, new furred walls with insulation, new lighting, new HVAC equipment and
ducting and new kitchenette. The existing roll -up garage door will be removed and
replaced with a new storefront window system at the existing opening. A new fire
rated door will be created at the existing dividing wall between the office and the
space next door. At the exterior, there will be new accessible parking located
adjacent to the office, the walkways will be adjusted to be ADA compliant and new
sheet metal awnings will be located above existing windows and openings for
shade and rain protection (the "Project" or "Work").
C. Contractor has been determined by City to be the lowest responsible bidder and
Contractor's bid, and the compensation set forth in this Contract, is based upon
Contractor's careful examination of all Contract documents, plans and
specifications.
NOW, THEREFORE, it is mutually agreed by and between the undersigned parties
as follows-
1 . CONTRACT DOCUMENTS
The complete Contract for the Project includes all of the following documents:
Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion
Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A),
Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and
Standard Drawings, Plans and Special Provisions for Contract No. 7908-1, Standard
Specifications for Public Works Construction (current adopted edition and all
supplements), and this Contract, and all modifications and amendments thereto
(collectively the "Contract Documents"), all of which are incorporated herein by reference.
The Contract Documents comprise the sole agreement between the parties as to the
subject matter therein. Any representations or agreements not specifically contained in
the Contract Documents are null and void. Any amendments must be made in writing,
and signed by both parties in the manner specified in the Contract Documents.
2. SCOPE OF WORK
Contractor shall perform everything required to be performed, and shall provide
and furnish all the labor, materials, necessary tools, expendable equipment and all utility
and transportation services required for the Project. All of the Work to be performed and
materials to be furnished shall be in strict accordance with the provisions of the Contract
Documents. Contractor is required to perform all activities, at no extra cost to City, which
are reasonably inferable from the Contract Documents as being necessary to produce
the intended results.
3. COMPENSATION
3.1 As full compensation for the performance and completion of the Project as
required by the Contract Documents, City shall pay to Contractor and Contractor accepts
as full payment the sum of Three Hundred Seventy Thousand Nine Hundred Six
Dollars ($370,906.00).
3.2 This compensation includes:
3.2.1 Any loss or damage arising from the nature of the Work;
3.2.2 Any loss or damage arising from any unforeseen difficulties or
obstructions in the performance of the Work; and
3.2.3 Any expense incurred as a result of any suspension or
discontinuance of the Work, but excludes any loss resulting from earthquakes of a
magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and
which loss or expense occurs prior to acceptance of the Work by City.
4. PROJECT MANAGER
Contractor shall designate a Project Manager, who shall coordinate all phases of
the Project. This Project Manager shall be available to City at all reasonable times during
the term of the Contract. Contractor has designated Edvin Tsaturyan to be its Project
Manager. Contractor shall not remove or reassign the Project Manager without the prior
written consent of City. City's approval shall not be unreasonably withheld.
5. ADMINISTRATION
This Contract shall be administered by the Public Works Department. City's Public Works
Director, or designee, shall be the Project Administrator and shall have the authority to
act for City under this Contract. The Project Administrator or designee shall represent
City in all matters pertaining to the Work to be rendered pursuant to this Contract.
JT Construction Group, Inc. Page 2
6. NOTICE OF CLAIMS
6.1 Unless a shorter time is specified elsewhere in this Contract, before making
its final request for payment under the Contract Documents, Contractor shall submit to
City, in writing, all claims for compensation under or arising out of this Contract.
Contractor's acceptance of the final payment shall constitute a waiver of all claims for
compensation under or arising out of this Contract except those previously made in writing
and identified by Contractor in writing as unsettled at the time of its final request for
payment. The Contractor and City expressly agree that in addition to all claims filing
requirements set forth in the Contract and Contract Documents, Contractor shall be
required to file any claim Contractor may have against City in strict conformance with the
Government Claims Act (Government Code 900 et seq.).
6.2 To the extent that Contractor's claim is a "Claim" as defined in Public
Contract Code section 9204 or any successor statute thereto, the Parties agree to follow
the dispute resolution process set forth therein. Any part of such "Claim" remaining in
dispute after completion of the dispute resolution process provided for in Public Contract
Code section 9204 or any successor statute thereto shall be subject to the Government
Claims Act requirements requiring Contractor to file a claim in strict conformance with the
Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined
in Public Contract Code section 9204 or any successor statute thereto, Contractor shall
be required to file such claim with the City in strict conformance with the Government
Claims Act (Government Code sections 900 et seq.).
7. WRITTEN NOTICE
7.1 All notices, demands, requests or approvals, including any change in
mailing address, to be given under the terms of this Contract shall be given in writing, and
conclusively shall be deemed served when delivered personally, or on the third business
day after the deposit thereof in the United States mail, postage prepaid, first-class mail,
addressed as hereinafter provided.
7.2 All notices, demands, requests or approvals from Contractor to City shall be
addressed to City at:
Attention: Public Works Director
City of Newport Beach
Public Works Department
100 Civic Center Drive
P.O. Box 1768
Newport Beach, CA 92658
7.3 All notices, demands, requests or approvals from City to Contractor shall be
addressed to Contractor at:
Attention: Sona Vardikyan
JT Construction Group, Inc.
JT Construction Group, Inc. Page 3
3225 Vickers Road
Glendale, CA 91208
8. INDEPENDENT CONTRACTOR
City has retained Contractor as an independent contractor and neither Contractor
nor its employees are to be considered employees of City. The manner and means of
conducting the Work are under the control of Contractor, except to the extent they are
limited by statute, rule or regulation and the express terms of this Contract. No civil
service status or other right of employment shall accrue to Contractor or its employees.
Contractor shall have the responsibility for and control over the means of performing the
Work, provided that Contractor is in compliance with the terms of this Contract. Anything
in this Contract that may appear to give City the right to direct Contractor as to the details
of the performance or to exercise a measure of control over Contractor shall mean only
that Contractor shall follow the desires of City with respect to the results of the Work.
9. BONDING
9.1 Contractor shall obtain, provide and maintain at its own expense during the
term of this Contract both of the following: (1) a Faithful Performance Bond in the amount
of one hundred percent (100%) of the total amount to be paid Contractor as set forth in
this Contract in the form attached as Exhibit B and incorporated herein by reference; and
(2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%)
of the total amount to be paid Contractor as set forth in this Contract and in the form
attached as Exhibit A and incorporated herein by reference.
9.2 The Faithful Performance Bond and Labor and Materials Payment Bond
shall be issued by an insurance organization or surety (1) currently authorized by the
Insurance Commissioner to transact business of insurance in the State of California, (2)
listed as an acceptable surety in the latest revision of the Federal Register Circular 570,
and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class
VI (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property -
Casualty.
9.3 Contractor shall deliver, concurrently with execution of this Contract, the
Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy
of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance
Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the
State of California.
10. COOPERATION
Contractor agrees to work closely and cooperate fully with City's designated
Project Administrator and any other agencies that may have jurisdiction or interest in the
Work to be performed. City agrees to cooperate with the Contractor on the Project.
JT Construction Group, Inc. Page 4
11. PROGRESS
Contractor is responsible for keeping the Project Administrator informed on a
regular basis regarding the status and progress of the Project, activities performed and
planned, and any meetings that have been scheduled or are desired.
12. INSURANCE
Without limiting Contractor's indemnification of City, and prior to commencement
of Work, Contractor shall obtain, provide and maintain at its own expense during the term
of this Contract or for other periods as specified in the Contract Documents, policies of
insurance of the type, amounts, terms and conditions described in the Insurance
Requirements attached hereto as Exhibit C, and incorporated herein by reference.
13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS
Except as specifically authorized under this Contract, the services to be provided
under this Contract shall not be assigned, transferred contracted or subcontracted out
without the prior written approval of City. Any of the following shall be construed as an
assignment: The sale, assignment, transfer or other disposition of any of the issued and
outstanding capital stock of Contractor, or of the interest of any general partner or joint
venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture
or syndicate or co -tenancy, which shall result in changing the control of Contractor.
Control means fifty percent (50%) or more of the voting power or twenty-five percent
(25%) or more of the assets of the corporation, partnership or joint -venture.
14. PREVAILING WAGES
In accordance with the California Labor Code (Sections 1770 et seq.), the Director
of Industrial Relations has ascertained the general prevailing rate of per diem wages in
the locality in which the work is to be performed for each craft, classification, or type of
workman or mechanic needed to execute the contract. A copy of said determination is
available by calling the prevailing wage hotline number (415) 703-4774, and requesting
one from the Department of Industrial Relations. All parties to the contract shall be
governed by all provisions of the California Labor Code — including, but not limited to, the
requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the
prevailing wage rates shall be posted by the Contractor at the job site.
15. SUBCONTRACTING
The subcontractors authorized by City, if any, to perform the Work on this Project
are identified in the Contractor's Proposal and are attached as part of the Contract
Documents. Contractor shall be fully responsible to City for all acts and omissions of any
subcontractors. Nothing in this Contract shall create any contractual relationship between
City and subcontractor, nor shall it create any obligation on the part of City to pay or to
see to the payment of any monies due to any such subcontractor other than as otherwise
required by law. City is an intended beneficiary of any Work performed by the
subcontractor for purposes of establishing a duty of care between the subcontractor and
JT Construction Group, Inc. Page 5
City. Except as specifically authorized herein, the Work to be performed under this
Contract shall not be otherwise assigned, transferred, contracted or subcontracted out
without the prior written approval of City.
16. RESPONSIBILITY FOR DAMAGES OR INJURY
16.1 City and its elected or appointed officers, agents, officials, employees and
volunteers shall not be responsible in any manner for any loss or damage to any of the
materials or other things used or employed in performing the Project or for injury to or
death of any person as a result of Contractor's performance of the Work required
hereunder, or for damage to property from any cause arising from the performance of the
Project by Contractor, or its subcontractors, or its workers, or anyone employed by either
of them.
16.2 Contractor shall be responsible for any liability imposed by law and for
injuries to or death of any person or damage to property resulting from defects,
obstructions or from any cause arising from Contractor's Work on the Project, or the Work
of any subcontractor or supplier selected by Contractor.
16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend
and hold harmless City, its elected or appointed officers, agents, officials, employees and
volunteers (collectively, the "Indemnified Parties") from and against any and all claims
(including, without limitation, claims for bodily injury, death or damage to property),
demands, obligations, damages, actions, causes of action, suits, losses, judgments,
fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys'
fees, disbursements and court costs) of every kind and nature whatsoever (individually,
a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or
indirectly) to any breach of the terms and conditions of this Contract, any Work performed
or Services provided under this Contract including, without limitation, defects in
workmanship or materials or Contractor's presence or activities conducted on the Project
(including the negligent, reckless, and/or willful acts, errors and/or omissions of
Contractor, its principals, officers, agents, employees, vendors, suppliers,
subconsultants, subcontractors, anyone employed directly or indirectly by any of them or
for whose acts they may be liable for any or all of them).
16.4 Notwithstanding the foregoing, nothing herein shall be construed to require
Contractor to indemnify the Indemnified Parties from any Claim arising from the sole
negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall
be construed as authorizing any award of attorneys' fees in any action on or to enforce
the terms of this Contract. This indemnity shall apply to all claims and liability regardless
of whether any insurance policies are applicable. The policy limits do not act as a
limitation upon the amount of indemnification to be provided by Contractor.
16.5 Contractor shall perform all Work in a manner to minimize public
inconvenience and possible hazard, to restore other work areas to their original condition
and former usefulness as soon as possible, and to protect public and private property.
JT Construction Group, Inc. Page 6
Contractor shall be liable for any private or public property damaged during the
performance of the Project Work.
16.6 To the extent authorized by law, as much of the money due Contractor
under and by virtue of the Contract as shall be considered necessary by City may be
retained by it until disposition has been made of such suits or claims for damages as
aforesaid.
16.7 Nothing in this Section or any other portion of the Contract Documents shall
be construed as authorizing any award of attorneys' fees in any action to enforce the
terms of this Contract, except to the extent provided for above.
16.8 The rights and obligations set forth in this Section shall survive the
termination of this Contract.
`:/_\kiM *el N974ZRI
17.1 This Contract may be amended or modified only by mutual written
agreement of the parties.
17.2 The Contractor shall only commence work covered by a change order after
the change order is executed and notification to proceed has been provided by the City.
17.3 There shall be no change in the Contractor's members of the project team,
as listed in the approved proposal, which is a part of this contract without prior written
approval by the City.
18. CONFLICTS OF INTEREST
18.1 Contractor or its employees may be subject to the provisions of the
California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et
seq., which (1) require such persons to disclose any financial interest that may
foreseeably be materially affected by the Work performed under this Contract, and (2)
prohibit such persons from making, or participating in making, decisions that will
foreseeably financially affect such interest.
18.2 If subject to the Act and/or Government Code §§ 1090 et seg., Contractor
shall conform to all requirements therein. Failure to do so constitutes a material breach
and is grounds for immediate termination of this Contract by City. Contractor shall
indemnify and hold harmless City for any and all claims for damages resulting from
Contractor's violation of this Section.
19. TERMINATION
19.1 In the event that either party fails or refuses to perform any of the provisions
of this Contract at the time and in the manner required, that party shall be deemed in
default in the performance of this Contract. If such default is not cured within a period of
two (2) calendar days, or if more than two (2) calendar days are reasonably required to
JT Construction Group, Inc. Page 7
cure the default and the defaulting party fails to give adequate assurance of due
performance within two (2) calendar days after receipt of written notice of default,
specifying the nature of such default and the steps necessary to cure such default, the
non -defaulting party may terminate the Contract forthwith by giving to the defaulting party
written notice thereof.
19.2 Notwithstanding the above provisions, City shall have the right, at its sole
discretion and without cause, of terminating this Contract at any time by giving seven (7)
calendar days' prior written notice to Contractor. In the event of termination under this
Section, City shall pay Contractor for Services satisfactorily performed and costs incurred
up to the effective date of termination for which Contractor has not been previously paid.
On the effective date of termination, Contractor shall deliver to City all materials
purchased in performance of this Contract.
20. STANDARD PROVISIONS
20.1 Recitals. City and Contractor acknowledge that the above Recitals are true
and correct and are hereby incorporated by reference into this Contract.
20.2 Compliance with all Laws. Contractor shall at its own cost and expense
comply with all statutes, ordinances, regulations and requirements of all governmental
entities, including federal, state, county or municipal, whether now in force or hereinafter
enacted. In addition, all Work prepared by Contractor shall conform to applicable City,
county, state and federal laws, rules, regulations and permit requirements and be subject
to approval of the Project Administrator.
20.3 Integrated Contract. This Contract represents the full and complete
understanding of every kind or nature whatsoever between the parties hereto, and all
preliminary negotiations and agreements of whatsoever kind or nature are merged herein.
No verbal agreement or implied covenant shall be held to vary the provisions herein.
20.4 Conflicts or Inconsistencies.
inconsistencies between this Contract and
terms of this Contract shall govern.
In the event there are any conflicts or
any other attachments attached hereto, the
20.5 Interpretation. The terms of this Contract shall be construed in accordance
with the meaning of the language used and shall not be construed for or against either
party by reason of the authorship of the Contract or any other rule of construction which
might otherwise apply.
20.6 Amendments. This Contract may be modified or amended only by a written
document executed by both Contractor and City and approved as to form by the City
Attorney.
20.7 Severability. If any term or portion of this Contract is held to be invalid,
illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining
provisions of this Contract shall continue in full force and effect.
JT Construction Group, Inc. Page 8
20.8 Controlling Law and Venue. The laws of the State of California shall govern
this Contract and all matters relating to it and any action brought relating to this Contract
shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of
California.
20.9 Equal Opportunity Employment. Contractor represents that it is an equal
opportunity employer and it shall not discriminate against any subcontractor, employee
or applicant for employment because of race, religious creed, color, national origin,
ancestry, physical handicap, medical condition, marital status, sex, sexual orientation,
age or any other impermissible basis under law.
20.10 No AttorneV's Fees. In the event of any dispute or legal action arising under
this contract, the prevailing party shall not be entitled to attorneys' fees.
20.11 Counterparts. This Contract may be executed in two (2) or more
counterparts, each of which shall be deemed an original and all of which together shall
constitute one (1) and the same instrument.
21. EFFECT OF CONTRACTOR'S EXECUTION
Execution of this Contract and all other Contract Documents by Contractor is a
representation that Contractor has visited the Project site, has become familiar with the
local conditions under which the Work is to be performed, and has correlated all relevant
observations with the requirements of the Contract Documents.
22. WAIVER
A waiver by City or any term, covenant, or condition in the Contract Documents
shall not be deemed to be a waiver of any subsequent breach of the same or any other
term, covenant or condition.
23. RECITALS
City and Contractor acknowledge that the above Recitals are true and correct and
are hereby incorporated by reference into this Contract.
[SIGNATURES ON NEXT PAGE]
JT Construction Group, Inc. Page 9
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be
executed on the day and year first written above.
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
Date: Z Z
By: fi
on C. Harp
City Attorney
ATTEST:
Date: rL.n, IV78
By: r
Leilani I. Brown
City Clerk
,u y
CITY OF NEWPORT BEACH,
a California municipa orporation
Date: __
is
h Blom
or
CONTRACTOR: JT CONSTRUCTION
GROUP, INC. , a California corporation
Date:
Signed in Counterpart
Bv:
Sona Vardikyan
Chief Executive Officer
Date:
Signed in Counterpart
Bv.
Edvin Tsaturyan
Chief Financial Officer
[END OF SIGNATURES]
Attachments: Exhibit A -- Labor and Materials Payment Bond
Exhibit B -- Faithful Performance Bond
Exhibit C — Insurance Requirements
JT Construction Group, Inc. Page 10
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be
executed on the day and year first written above.
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
Date: ' Z/Z 9
By: f�
on C. Harp �b�
City Attorney 4(yr
ATTEST:
Date:
Leilani I. Brown
City Clerk
CITY OF NEWPORT BEACH,
a California municipal corporation
Date.
BV:
Noah Blom
Mayor
CONTRACTOR: JT CONSTRUCTION
GROUP, IN . , a California corporation
Date: 2 0
By:
Sona Vardikyan
Chief Executive Officer
Dater �-
B
Edvin Tsaturyan
Chief Financial Officer
[END OF SIGNATURES]
Attachments: Exhibit A -- Labor and Materials Payment Bond
Exhibit B -- Faithful Performance Bond
Exhibit C — Insurance Requirements
JT Construction Group, Inc. Page 10
PREMIUM INCLUDED WITH
EXHIBIT A PERFORMANCE BOND
CITY OF NEWPORT BEACH
BOND NO. SU1182909
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City of Newport Beach, State of California, has awarded to JT
CONSTRUCTION GROUP, INC. hereinafter designated as the "Principal," a contract for:
The work necessary for the completion of this contract consists of renovating just over a
thousand square feet of existing offices with a new concrete slab and polished floor, new
furred walls with insulation, new lighting, new HVAC equipment and ducting and new
kitchenette. The existing roll -up garage door will be removed and replaced with a new
storefront window system at the existing opening. A new fire rated door will be created at
the existing dividing wall between the office and the space next door. At the exterior, there
will be new accessible parking located adjacent to the office, the walkways will be
adjusted to be ADA compliant and new sheet metal awnings will be located above existing
windows and openings for shade and rain protection, in the City of Newport Beach, in
strict conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract and the
terms thereof require the furnishing of a bond, providing that if Principal or any of
Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies
used in, upon, for, or about the performance of the Work agreed to be done, or for any
work or labor done thereon of any kind, the Surety on this bond will pay the same to the
extent hereinafter set forth.
NOW, THEREFORE, We the undersigned Principal, and, ARCH INSURANCE
COMPANY duly authorized to
transact business under the laws of the State of California, as Surety, (referred to herein
as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of
Three Hundred Seventy Thousand Nine Hundred Six Dollars ($370,906.00) lawful money
of the United States of America, said sum being equal to 100% of the estimated amount
payable by the City of Newport Beach under the terms of the Contract; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors, or assigns, jointly and severally, firmly by these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the
Principal's subcontractors, fail to pay for any materials, provisions, or other supplies,
implements or machinery used in, upon, for, or about the performance of the Work
contracted to be done, or for any other work or labor thereon of any kind, or for amounts
due under the Unemployment Insurance Code with respect to such work or labor, or for
any amounts required to be deducted, withheld and paid over to the Employment
Development Department from the wages of employees of the Principal and
subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with
respect to such work and labor, then the Surety will pay for the same, in an amount not
exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the
JT Construction Group, Inc. Page A-1
BOND NO. SU1182909
obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required
by the provisions of Section 9554 of the Civil Code of the State of California.
The Bond shall inure to the benefit of any and all persons, companies, and
corporations entitled to file claims under Section 9100 of the California Civil Code so as
to give a right of action to them or their assigns in any suit brought upon this Bond, as
required by and in accordance with the provisions of Sections 9500 et seq. of the Civil
Code of the State of California.
And Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alterations or additions to the terms of the Contract or to the Work to
be performed thereunder shall in any wise affect its obligations on this Bond, and it does
hereby waive notice of any such change, extension of time, alterations or additions to the
terms of the Contract or to the Work or to the specifications.
In the event that any principal above named executed this Bond as an individual,
it is agreed that the death of any such principal shall not exonerate the Surety from its
obligations under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the above
named Principal and Surety, on the 26'" day of January 2023 .
JT CONSTRUCTION GROUP, INC.
Name of Contractor (Principal)
ARCH INSURANCE COMPANY
Name of Surety
Three Parkway 1601, Cherry St, Ste 1500
Philadelphia, PA 19102
Address of Surety
215-606-1600
Telephone
Authorized Signature/Title
Authorized Agent Signature
Blake A. Pfister, Attorney -in -Fact
Print Name and Title
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
Date: -
By:
afon C. Harp 5•3.0 wr-
City Attorney
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR
AND SURETY MUST BE ATTACHED
JT Construction Group, Inc. Page A-2
CALIFORNIA ALL PURIPOS►E ACKNOWLEDGMENT
CIVIL CODE § 1189
A notivy public or officer =mpleting this wtificift verifies only the identity of the 94Mdual who signed the
dock to which this cede is attach, and not the truftftm, accuracy, or validity of that document.
State of California
County of Q r a n g e
On April 25, 2023 beforeme, Lianne Nahina, Notary Public
Date Here Insert Name and Title of the Officer
fly appeared Blake A. Pfister
Name) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(4) whose names) is/Aw
subscribed to the within instrument and acknowledged to me that he/ONOWAW executed the same in
h�)riar�r authorized ►ty I, and that by his/lANOW signature(6) on the instrument the person,
or the entity upon behalf of which the person(* acted, executed the Instrument,
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal,
4�` NN�A E HINE
N �� ,' sA t.IACOMM. # 2314283 X
W ® NOTARY PUBUC-CAUFORNIA X
:Y .ORANGE COUNTY N Signature of Notary Public
MY COMM. EXP. DEC 5, 2023
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information
fraudulent reattachment of this form to an
can deter alteration of the document or
unintended document.
Des""* of
Title or Type of Der • Bond SU1 1 82909 Document Dom• January 26, 2023
Number of Pages: _ Signer's) Other Than Named Above: N / A , N o n e
C am) Ch'*� by Skoner(s)
Signer's Nam: Blake A. Pfister Signer's Name:
0 Corporate Officer — Titles): _ 0 Corporate Officer --
® Partner — I0 Limited it General [ Partner — Ll Limit
Individual
0 Trustee
EJ Other: —
Signer Is Representing:
Arch Insurance Company
M Attorney in Pact
ed
Title(s):
Q General
C3 Individual 0 Attorney in Pact
0 Trustee; C] Guardian or Conservator
0 Other:
Signer Is Representing:
02014 National Notary Association , www.Nation>;allNofary.org • 1-800-US NOTARY (1-800-676-6827) Item #5907
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of LoS AAA OfS )SS.
On o j I Z B 2023 before me, L a s C)�i a >1r-\ � S
Notary Public, personally appeared of
who proved to me on the basis of satisfactory evidence to be the pers n(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal. *my
LINDAOHANNIS
Notary Public - CaliforniaLos An;eles CountyCommission # 2310114
Comm. Expires Oct 20, 2023 r
Signature (seal)
I_T93:tT[01'i114: 1 lie ii,I:t II
A notary public or other officer completing this
certificate verifies only the identity of the individual who
signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity
of that document.
State of California
County of } ss.
On 20 before me, see attached acknowledgment
Notary Public, personally appeared see attached acknowledgment
proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
see attached acknowledgment
Signature
(seal)
JT Construction Group, Inc. Page A-3
Attached to SU1182909 40861
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
Not valid for Note, Loan, Lefler of Credit, Currency Rate, Interest Rate or Residential Value Guarantees.
POWER OF ATTORNEY
Know All Persons By These Presents:
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City,
New Jersey (hereinafter referred to as the "Company") does hereby appoint:
Blake A. Pfister of Mission Viejo, CA (EACH)
its true and lawful Attorney(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed:
Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding One Hundred Fifty Million Dollars ($150,000,000.00).
This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth
herein.
The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as
fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative
office in Jersey City, New Jersey.
This Power of Attomey is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, true and
accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their
appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to
authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company
thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for
acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of
Directors of the Company on August 31, 2022:
VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business
Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the
Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31, 2022, and
any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the
Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 23'd day
of January, 2023. j
Attested and Certified
ix_ii M-WA)
0 �t 1$
19T3
Regan .Shulman, Secretary
STATE OF PENNSYLVANIA SS
COUNTY OF PHILADELPHIA SS
Arch Insurance Company
Stephen C. Ruschak, Executive Vice President
I, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names
are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of
Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed,
sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth.
Mirk Ia.iy + , h0i41EiE TMKV, f&+asry Pubt1c
pt�udmofaiWsty Mich a podi, Notar Public
ttyC�tttKitlV- E,x e5 Aay 31, 2C25
CERTIFICATION
11 2 My commission expires 07/31 /2025
- -
I, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated January 23, 2023 on behalf of the
person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of
this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution
of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. 6 t JnuaT �7ef
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on t �s ay o
Shulman, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company
except in the manner and to the extent herein stated.
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: 'Q
Arch Insurance — Surety Division
3 Parkway, Suite 1500 c c tlt*t€rwf>
Philadelphia, PA 19102 U 5F�[
t9T5
To verify the authenticity of this Power of Attorney, please contact Arch Insurance Company at SuretyAuthentic@archinsurance.com
Please refer to the above named Attorney -in -Fact and the details of the bond to which the power is attached.
AICPOA040120 Printed in U.S.A.
EXHIBIT B
CITY OF NEWPORT BEACH
BOND NO. SU1182909
FAITHFUL PERFORMANCE BOND
The premium charges on this Bond is $ 11 127.00 , being at the
rate of $ 30.00 per--------------------------------------- thousand of the Contract price.
WHEREAS, the City of Newport Beach, State of California, has awarded to JT
CONSTRUCTION GROUP, INC. hereinafter designated as the "Principal," a contract for
The work necessary for the completion of this contract consists of renovating just over a
thousand square feet of existing offices with a new concrete slab and polished floor, new
furred walls with insulation, new lighting, new HVAC equipment and ducting and new
kitchenette. The existing roll -up garage door will be removed and replaced with a new
storefront window system at the existing opening. A new fire rated door will be created at
the existing dividing wall between the office and the space next door. At the exterior, there
will be new accessible parking located adjacent to the office, the walkways will be
adjusted to be ADA compliant and new sheet metal awnings will be located above existing
windows and openings for shade and rain protection, in the City of Newport Beach, in
strict conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract and the
terms thereof require the furnishing of a Bond for the faithful performance of the Contract.
NOW, THEREFORE, we, the Principal, and ARCH INSURANCE COMPANY
, duly authorized to
transact business under the laws of the State of California as Surety (hereinafter
"Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Three
Hundred Seventy Thousand Nine Hundred Six Dollars ($370,906.00) lawful money of the
United States of America, said sum being equal to 100% of the estimated amount of the
Contract, to be paid to the City of Newport Beach, its successors, and assigns; for which
payment well and truly to be made, we bind ourselves, our heirs, executors and
administrators, successors, or assigns, jointly and severally, firmly by these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the
Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and
well and truly keep and perform any or all the Work, covenants, conditions, and
agreements in the Contract Documents and any alteration thereof made as therein
provided on its part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to its true intent and meaning, or fails to indemnify,
defend, and save harmless the City of Newport Beach, its officers, employees and agents,
as therein stipulated, then, Surety will faithfully perform the same, in an amount not
exceeding the sum specified in this Bond; otherwise this obligation shall become null and
void.
JT Construction Group, Inc. Page B-1
BOND NO. SU1182909
As a part of the obligation secured hereby, and in addition to the face amount
specified in this Performance Bond, there shall be included costs and reasonable
expenses and fees, including reasonable attorneys' fees, incurred by City, only in the
event City is required to bring an action in law or equity against Surety to enforce the
obligations of this Bond.
Surety, for value received, stipulates and agrees that no change, extension of time,
alterations or additions to the terms of the Contract or to the Work to be performed
thereunder shall in any way affect its obligations on this Bond, and it does hereby waive
notice of any such change, extension of time, alterations or additions of the Contract or
to the Work or to the specifications.
This Faithful Performance Bond shall be extended and maintained by the Principal
in full force and effect for one (1) year following the date of formal acceptance of the
Project by City.
In the event that the Principal executed this bond as an individual, it is agreed that
the death of any such Principal shall not exonerate the Surety from its obligations under
this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal
and Surety above named, on the 2611 day of January 2023 .
JT CONSTRUCTION GROUP, INC.
Name of Contractor (Principal)
ARCH INSURANCE COMPANY
Name of Surety
Three Parkway 1601, Cherry St, Ste 1500
Philadelphia PA 19102
Address of Surety
215-606-1600
Telephone
APPROVED AS TO FORM:
CITY ATTO NEY'S OFFICE
Date:; Z3
By: /
Aron C. Harp 5 3 Z3 wc.
City Attorney
Authorized Signature/Title
ti
Authorized Agent Signature
Blake A. Pfister, Attorney -in -Fact
Print Name and Title
NOTARY ACKNOWLEDGMENTS OF
CONTRACTOR AND SURETY MUST BE ATTACHED
JT Construction Group, Inc. Page B-2
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of t_cs A✓)5_eles ? Ss.
On 09 1 2 9 J , 202_ before me, L,,n of a C� �l Q n �1 � �,_ Alm�41' j j'c
Notary Public, personally appeared Fd v' ✓) -Ts -ci± ur6 ay\
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal. LINDAOHANNIS
Notary Public California z
yc _ Los Angeles County
' Commission h 2310114
My Comm. Expires Oct 20, 2023
Signature (seal)
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who
signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity
of that document.
State of California
County of I ss.
On 20 before me, see attached acknowledgment
Notary Public, personally appeared see attached acknowledgment
proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
see attached acknowledgment
Signature (seal)
JT Construction Group, Inc. Page B-3
CALIFOMIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189
A notary pub5c or qOw officer coo this catiftate verifies only the kiwW of the uxW dual who sgnsd the
dock to which this c atifioate is attached, and not the truthfufrwss, a=rdcy, or va rdy of #W doeurrent.
State of California )
County of ,Q r a n g-e )
On April 25, 2023
Date
beforerne, Lianne Nahina, Notary Public
Here Insert Name and True of the Officer
pal, appeared Blake A. Pfister
Names) of Signers)
who proved to me on the basis of satisfactory evidence to be the person($) whose name(s) is/A*
subscribed to the within instrument and acknowledged to me that he/dhOWAW executed the same in
t0111 %o tr authored capacity , and that by him` signatures on the instrument the person6),
or the entity upon behalf of which the persons acted, executed the instruumerrL
I certify under PENALTY OF PERJURY under the laws
of the State of California #mt the foregoing paragraph
is true and correct.
sue`°F>NF LIANNE NANINA WITNESS my hand and official seal.
N COMM. # 2314283 70
W d NOTARY RMUGCAUFORNUI M
r ORANGE COUNTY N Signature
°4uFa+r^° MY COMM. EXR DEC 5, 2023 Signature of Notary Public
Place Notary Seal Above
OP77ONAL
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
D tiiM of Attar Dommunt
Tale or Type of Doi;ument; Bond Su 1 82909 —Document Dom: January 26, 2023
Dumber of Pages:. Signer(s) Other Than Named Above: N/A, None
CAI") Cla'� by S9+ s)
Signer's Name: Blake A. Pfister Signer's Name: - - - - - - -
i] Corporate Officer — Title(s): _ 0 Corporate Officer -- Title(s):
® Partner @ Q Limited 13 General 0 Partner a- IJ Limited ❑ General
0 Individual M Attorney in Pact 0 Individual El Attorney in Pact
0 Trustee 0 Guardian or Conservator 0 Trustee 0 Guardian or Conservator
0 Other. _ ® Other:
Signer Is Representing: Signer is Representing:
Arch Tns rzan QMQaayy
02014 Natbonal Notary Association , www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907
Attached to SU1182909 40861
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Value Guarantees.
POWER OF ATTORNEY
Know All Persons By These Presents:
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City,
New Jersey (hereinafter referred to as the "Company") does hereby appoint:
Blake A. Pfister of Mission Viejo, CA (EACH)
its true and lawful Attomey(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed:
Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding One Hundred Fifty Million Dollars ($150.000.000.001.
This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond. within the dollar limit of authority as set forth
herein.
The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as
fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative
office in Jersey City, New Jersey.
This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, true and
accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their
appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to
authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company
thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for
acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of
Directors of the Company on August 31, 2022:
VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business
Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the
Secretary, may be affixed by facsimile on any power ofattorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31, 2022, and
any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the
Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 23' day
of January, 2023.E
Attested and Certified
yy/5
�lf r -- 1977
ReganW. Shulman, Secretary
STATE OF PENNSYLVANIA SS
COUNTY OF PHILADELPHIA SS
Arch Insurance Company
Stephen C. Ruschak, Executive Vice President
1, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names
are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of
Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed,
sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth.
Gordmmotiimof Aso* �--e6l. c .� '
A LHUZ TA16Y3p►, Moury hNitIklli
t�isb**b y ---
sAiCaautrOssaaatfJjmresAAy 31. iD2'S Mich a 'podi, No ublic
tMtsnber t13 CERTIFICATION My commission expires 07/31 /2025
I, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated January 23, 2023 on behalf of the
person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of
this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution
of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. 6 t JT'TZ _
ffi IN TESTIMONY WHEREOF, I have hereunto subscribed my name and axed the corporate seal of the Arch Insurance Company on t is ay or
anua
20_23.
Shulman, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company
except in the manner and to the extent herein stated.,
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: ~Q
Arch Insurance — Surety Division
3 Parkway, Suite 1500"rt
Philadelphia, PA 19102 SF�t
1437
To verify the authenticity of this Power of Attorney, please contact Arch Insurance Company at SuretyAuthentic@archinsur
Please refer to the above named Attorney -in -Fact and the details of the bond to which the power is attached.
AICPOA040120 Printed in U.S.A.
INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION
1. Provision of Insurance. Without limiting Contractor's indemnification of City, and
prior to commencement of Work, Contractor shall obtain, provide and maintain at
its own expense during the term of this Contract, policies of insurance of the type
and amounts described below and in a form satisfactory to City. Contractor agrees
to provide insurance in accordance with requirements set forth here. If Contractor
uses existing coverage to comply and that coverage does not meet these
requirements, Contractor agrees to amend, supplement or endorse the existing
coverage.
2. Acceptable Insurers. All insurance policies shall be issued by an insurance
company currently authorized by the Insurance Commissioner to transact
business of insurance in the State of California, with an assigned policyholders'
Rating of A- (or higher) and Financial Size Category Class VII (or larger) in
accordance with the latest edition of Best's Key Rating Guide, unless otherwise
approved by the City's Risk Manager.
3. Coverage Requirements.
A. Workers' Compensation Insurance. Contractor shall maintain Workers'
Compensation Insurance providing statutory benefits and Employer's
Liability Insurance with limits of at least one million dollars ($1,000,000)
each employee for bodily injury by accident and each employee for bodily
injury by disease in accordance with the laws of the State of California,
Section 3700 of the Labor Code. In addition, Contractor shall require each
subcontractor to similarly maintain Workers' Compensation Insurance and
Employer's Liability Insurance in accordance with California law for all of the
subcontractor's employees. The insurer issuing the Workers'
Compensation insurance shall amend its policy by endorsement to waive
all rights of subrogation against City, its elected or appointed officers,
agents, officials, employees and volunteers.. Contractor shall submit to
City, along with the certificate of insurance, a Waiver of Subrogation
endorsement in favor of City, its elected or appointed officers, agents,
officials, employees and volunteers.
B. General Liability Insurance. Contractor shall maintain commercial general
liability insurance, and if necessary umbrella liability insurance, with
coverage at least as broad as provided by Insurance Services Office form
CG 00 01, in an amount not less than one million dollars ($1,000,000) per
occurrence, two million dollars ($2,000,000) general aggregate and two
million dollars ($2,000,000) completed operations aggregate. The policy
shall cover liability arising from premises, operations, products -completed
operations, personal and advertising injury, and liability assumed under an
JT Construction Group, Inc. Page C-1
insured contract (including the tort liability of another assumed in a business
contract).
C. Automobile Liability Insurance. Contractor shall maintain automobile
insurance at least as broad as Insurance Services Office form CA 00 01
covering bodily injury and property damage for all activities of Contractor
arising out of or in connection with Work to be performed under this
Contract, including coverage for any owned, hired, non -owned or rented
vehicles, in an amount not less than one million dollars ($1,000,000)
combined single limit for each accident.
4. Other Insurance Requirements. The policies are to contain, or be endorsed to
contain, the following provisions:
A. Waiver of Subrogation. All insurance coverage maintained or procured
pursuant to this Contract shall be endorsed to waive subrogation against
City, its elected or appointed officers, agents, officials, employees and
volunteers or shall specifically allow Contractor or others providing
insurance evidence in compliance with these requirements to waive their
right of recovery prior to a loss. Contractor hereby waives its own right of
recovery against City, and shall require similar written express waivers and
insurance clauses from each of its subcontractors.
B. Additional Insured Status. All liability policies including general liability,
products and completed operations, excess liability, pollution liability, and
automobile liability, if required, shall provide or be endorsed to provide that
City, its elected or appointed officers, agents, officials, employees and
volunteers shall be included as additional insureds under such policies.
C. Primary and Non Contributory. Contractor's insurance coverage shall be
primary insurance and/or the primary source of recovery with respect to
City, its elected or appointed officers, agents, officials, employees and
volunteers. Any insurance or self-insurance maintained by City shall be
excess of Contractor's insurance and shall not contribute with it.
D. Notice of Cancellation. All policies shall provide City with thirty (30)
calendar days' notice of cancellation or nonrenewal of coverage (except for
nonpayment for which ten (10) calendar days' notice is required) for each
required coverage except Builders Risk Insurance, which shall contain an
endorsement with said required notices.
5. Additional Agreements Between the Parties. The parties hereby agree to the
following:
A. Evidence of Insurance. Contractor shall provide certificates of insurance to
City as evidence of the insurance coverage required herein, along with a
waiver of subrogation endorsement for workers' compensation and other
endorsements as specified herein for each coverage. All of the executed
JT Construction Group, Inc. Page C-2
documents referenced in this Contract must be returned to City within ten
(10) regular City business days after the date on the "Notification of Award".
Insurance certificates and endorsements must be approved by City's Risk
Manager prior to commencement of performance. Current certification of
insurance shall be kept on file with City at all times during the term of this
Contract. The certificates and endorsements for each insurance policy shall
be signed by a person authorized by that insurer to bind coverage on its
behalf. At least fifteen (15) days prior to the expiration of any such policy,
evidence of insurance showing that such insurance coverage has been
renewed or extended shall be filed with the City. If such coverage is
cancelled or reduced, Contractor shall, within ten (10) days after receipt of
written notice of such cancellation or reduction of coverage, file with the City
evidence of insurance showing that the required insurance has been
reinstated or has been provided through another insurance company or
companies. City reserves the right to require complete, certified copies of
all required insurance policies, at any time.
B. City's Right to Revise Requirements. The City reserves the right at any time
during the term of the Contract to change the amounts and types of
insurance required by giving Contractor ninety (90) calendar days' advance
written notice of such change. If such change results in substantial
additional cost to Contractor, City and Contractor may renegotiate
Contractor's compensation.
C. _Right to Review Subcontracts. Contractor agrees that upon request, all
agreements with subcontractors or others with whom Contractor enters into
contracts with on behalf of City will be submitted to City for review. Failure
of City to request copies of such agreements will not impose any liability on
City, or its employees. Contractor shall require and verify that all
subcontractors maintain insurance meeting all the requirements stated
herein, and Contractor shall ensure that City is an additional insured on
insurance required from subcontractors. For CGL coverage,
subcontractors shall provide coverage with a format at least as broad as CG
20 38 04 13.
D. Enforcement of Contract Provisions. Contractor acknowledges and agrees
that any actual or alleged failure on the part of City to inform Contractor of
non-compliance with any requirement imposes no additional obligations on
City nor does it waive any rights hereunder.
E. Requirements not Limiting. Requirements of specific coverage features or
limits contained in this Exhibit A are not intended as a limitation on
coverage, limits or other requirements, or a waiver of any coverage normally
provided by any insurance. Specific reference to a given coverage feature
is for purposes of clarification only as it pertains to a given issue and is not
intended by any party or insured to be all inclusive, or to the exclusion of
other coverage, or a waiver of any type. If the Contractor maintains higher
JT Construction Group, Inc. Page C-3
limits than the minimums shown above, the City requires and shall be
entitled to coverage for higher limits maintained by the Contractor. Any
available proceeds in excess of specified minimum limits of insurance and
coverage shall be available to the City.
F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any
self -insured retentions on any portion of the insurance required herein and
further agrees that it will not allow any indemnifying party to self -insure its
obligations to City. If Contractor's existing coverage includes a self -insured
retention, the self -insured retention must be declared to City. City may
review options with Contractor, which may include reduction or elimination
of the self -insured retention, substitution of other coverage, or other
solutions. Contractor agrees to be responsible for payment of any
deductibles on their policies.
G. City Remedies for Non Compliance. If Contractor or any subcontractor fails
to provide and maintain insurance as required herein, then City shall have
the right but not the obligation, to purchase such insurance, to terminate this
Contract, or to suspend Contractor's right to proceed until proper evidence
of insurance is provided. Any amounts paid by City shall, at City's sole
option, be deducted from amounts payable to Contractor or reimbursed by
Contractor upon demand.
H. Timely Notice of Claims. Contractor shall give City prompt and timely notice
of claims made or suits instituted that arise out of or result from Contractor's
performance under this Contract, and that involve or may involve coverage
under any of the required liability policies. City assumes no obligation or
liability by such notice, but has the right (but not the duty) to monitor the
handling of any such claim or claims if they are likely to involve City.
Coverage not Limited. All insurance coverage and limits provided by
Contractor and available or applicable to this Contract are intended to apply
to the full extent of the policies. Nothing contained in this Contract or any
other agreement relating to City or its operations limits the application of
such insurance coverage.
J. Coverage Renewal. Contractor will renew the coverage required here
annually as long as Contractor continues to provide any Work under this or
any other Contract or agreement with City. Contractor shall provide proof
that policies of insurance required herein expiring during the term of this
Contract have been renewed or replaced with other policies providing at
least the same coverage. Proof that such coverage has been ordered shall
be submitted prior to expiration. A coverage binder or letter from
Contractor's insurance agent to this effect is acceptable. A certificate of
insurance and/or additional insured endorsement as required in these
specifications applicable to the renewing or new coverage must be provided
to City with five (5) calendar days of the expiration of the coverages.
JT Construction Group, Inc. Page C-4
K. Maintenance of General Liability Coverage. Contractor agrees to maintain
commercial general liability coverage for a period of ten (10) years after
completion of the Project or to obtain coverage for completed operations
liability for an equivalent period.
JT Construction Group, Inc. Page C-5
Citv of Newport Beach
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
PROPOSAL
(Contractor shall submitproposals via the PROPOSAL (Bid Line Items) contained in PlanetBids.
Contractor shall sign the below acknowledgement)
To the Honorable City Council
City of Newport Beach
100 Civic Center Drive
Newport Beach, California 92660
Councilmembers:
The undersigned declares that the Contractor has carefully examined the location of the
work, has read the Instructions to the Bidders, has examined the Plans and Special
Provisions, and hereby proposes to furnish all materials except that material supplied bythe
City and shall perform all work required to complete Contract No. 7908-1 in accordance with
the Plans and Special Provisions, and will take in full payment therefore the following unit
prices for the work, complete in place, to wit:
11 /09/2022
Date
(626) 500-0404
Bidder's Telephone and Fax Numbers
1011456 Band C10
Bidder's License No(s).
and Classification(s)
PW-LR-1000602389
DIR Registration Number
JT Construction Group, Inc.
Bidder
Bidder's Authorized Signature and Title
1730 Evergreen Street. Duarte. CA 91010
Bidder's Address
Bidder's email address: edvin@jtconstructiongroup.com
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1;c.---r Detui
Vendor Name
JT Construction Group Inc
Address
1730 Evergreen St
Duarte, California 91010
United States
Respondee
Edvin Tsaturyan
Respondee Title
Sr. Project Manager
Phone
626-500-0404
Email
edvin@jtconstructiongroup.com
Vendor Type
CADIR
License #
1011456
CADI R
Bid Format
Electronic
Submitted
11 /09/2022 9 47 AM (PST)
Delivery Method
Bid Responsive
Bid Status
Submitted
Confirmation #
310114
OiiC ? v: i-ii i- IL
Cell No. 310.962.5858
^,Ijyer uomri"1Orit
; -11,ac 1r71i n r s
File Title File Name File Type
BID SUBMITTAL C-7908-1-JT CONSTRUCTION GROUPpdf BID SUBMITTAL C-7908-1-JT CONSTRUCTION GROUPpdf General Attachment
BID BOND C-7908-1-JT CONSTRUCTION GROUPpdf BID BOND C-7908-1-JT CONSTRUCTION GROUPpdf Bid Bond
Showing 3 Subcontractors
Name & Address Desc
Interior Resources Cabinetry
7545 Deering Aven
Canoga Park, California 91303
K&S HVAC
143 East Meats Ave
Orange, California 92865
Omega Plumbing Co Plumbing
405 Ivy Street,
Glendale, California 91204
License Num CADIR Amount Type
709060 Carpenter $18,280,00
483431 Mechanical HVAC $22,280 00
1021343 Plumbing
S6,600.00
Discount Terms No Discount
Item # Item Code Type Item Description UOM OTY Unit Prtce Line Total Response Comment
Section 1 $370,906.00
1 Construct Interior Renovation LS 1 $369,906.00 $369,906.00 Yes L
2 Provide As -Built Plans LS 1 S1.000.00 $1,000.00 Yes
Section Title
Section 1
Grand Total
Line Total
$370,906.00
$370,906.00
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
INDEX
FOR
SPECIAL PROVISIONS
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
PART 1 - GENERAL PROVISIONS
SECTION 0 — EXISTING PROJECT CONDITIONS
0-1 JOB SITE VISIT
I
1
1
SECTION 1—TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1
1-2 TERMS AND DEFINITIONS 1
SECTION 2 - SCOPE AND CONTROL OF THE WORK
2-1 AWARD AND EXECUTION OF THE CONTRACT
2-5 PLANS AND SPECIFICATIONS
2-5.2 Precedence of Contract Documents
2-6 WORK TO BE DONE
SECTION 3 - CHANGES IN WORK
3-3 EXTRA WORK
3-3.2 Payment
3-3.2.3 Markup
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.3 Inspection Requirements
4-1.3.1 General
2
2
2
2
2
2
2
2
2
3
3
3
3
SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 3
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 3
6-1.1 Construction Schedule 3
6-7 TIME OF COMPLETION 4
6-7.1 General 4
6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 5
6-9 LIQUIDATED DAMAGES 5
SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 5
7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 5
7-1.2 Temporary Utility Services 5
7-5 PERMITS 6
7-7 COOPERATION AND COLLATERAL WORK 6
7-8 WORK SITE MAINTENANCE 6
7-8.4 Storage of Equipment and Materials 6
7-8.4.2 Storage in Public Streets 6
7-8.6 Water Pollution Control 6
7-8.6.2 Best Management Practices (BMPs) 6
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7
7-9.2 Care While Working Inside Buildings 7
7-10 SAFETY 7
7-10.1 Traffic and Access 7
7-10.3 Parking Lot, Detours and Barricades 7
7-10.4 Safety 8
7-10.4.1 Work Site Safety 8
SECTION 9 - MEASUREMENT AND PAYMENT
8
9-2 LUMP SUM WORK
8
9-3 PAYMENT
8
9-3.1 General
8
9-3.2 Partial and Final Payment.
9
PART 2 - CONSTRUCTION MATERIALS
10
SECTION 200 — ROCK MATERIALS
10
200-2 UNTREATED BASE MATERIALS
10
200-2.1 General
10
SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 10
201-1 PORTLAND CEMENT CONCRETE 10
201-1.1 Requirements 10
201-1.1.2 Concrete Specified by Class and Alternate Class 10
201-2 REINFORCEMENT FOR CONCRETE 10
201-2.2 Steel Reinforcement 10
201-2.2.1 Reinforcing Steel 10
SECTION 203 — BITUMINOUS MATERIALS
10
203-5 SLURRY SEAL
10
203-5.1 General
11
203-5.4 Emulsion -Aggregate Slurry (EAS)
11
203-5.4.1 General
11
203-5.4.2 Materials
11
203-6 ASPHALT CONCRETE
11
203-6.5 Type III Asphalt Concrete Mixtures
11
SECTION 209 — PRESSURE PIPE
11
209-1 IRON PIPE AND FITTINGS
11
209-1.1 Ductile Iron Pipe
11
209-1.1.2 Materials
11
SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS
12
214-4 PAINT FOR STRIPING AND MARKINGS
12
214-4.1 General
12
PART 3 - CONSTRUCTION METHODS 12
SECTION 302 - ROADWAY SURFACING
13
302-1 COLD MILLING OF EXISTING PAVEMENT
13
302-1.1 General
13
302-1.7 Work Site Maintenance
13
302-4 SLURRY SEAL SURFACING
13
302-4.8 Spreading and Application
13
302-4.9 Field Sampling and Testing
13
302-4.12 Rolling of Slurry Sealed Surface
13
302-4.13 Street Sweeping and Cleanup
14
302-5 ASPHALT CONCRETE PAVEMENT
14
302-5.1 General
14
302-5.4 Tack Coat
14
302-5.8 Manholes (and Other Structures)
14
302-6 PORTLAND CEMENT CONCRETE PAVEMENT
14
302-6.7 Traffic and Use Provisions
14
SECTION 314—TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 15
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 15
314-2.1 General 15
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 15
314-4.1 General 15
314-4.2 Control of Alignment and Layout 15
314-4.2.1 General 15
314-4.4 Thermoplastic Traffic Striping and Pavement Markings 15
314-4.4.1 General 15
314-4.4.2 Surface Preparation 16
PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 600 - ACCESS
600-3 PEDESTRIAN ACCESS
16
16
16
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
INDEX
FOR
SPECIAL PROVISIONS
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13
CONTRACT NO. C-7908-1
PART 1- GENERAL PROVISIONS
SECTION 0 — EXISTING PROJECT CONDITIONS
0-1 JOB SITE VISIT
1
1
1
SECTION 1—TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1
1-2 TERMS AND DEFINITIONS 1
SECTION 2 - SCOPE AND CONTROL OF THE WORK
2-1 AWARD AND EXECUTION OF THE CONTRACT
2-5 PLANS AND SPECIFICATIONS
2-5.2 Precedence of Contract Documents
2-6 WORK TO BE DONE
SECTION 3 - CHANGES IN WORK
3-3 EXTRA WORK
3-3.2 Payment
3-3.2.3 Markup
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.3 Inspection Requirements
4-1.3.1 General
2
2
2
2
2
2
2
2
2
3
3
3
3
SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 3
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 3
6-1.1 Construction Schedule 3
6-7 TIME OF COMPLETION 4
6-7.1 General 4
6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 5
6-9 LIQUIDATED DAMAGES 5
SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 5
7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 5
7-1.2 Temporary Utility Services 5
7-5 PERMITS 6
7-7 COOPERATION AND COLLATERAL WORK 6
7-8 WORK SITE MAINTENANCE 6
7-8.4 Storage of Equipment and Materials 6
7-8.4.2 Storage in Public Streets 6
7-8.6 Water Pollution Control 6
7-8.6.2 Best Management Practices (BMPs) 6
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7
7-9.2 Care While Working Inside Buildings 7
7-10 SAFETY 7
7-10.1 Traffic and Access 7
7-10.3 Parking Lot, Detours and Barricades 7
7-10.4 Safety 8
7-10.4.1 Work Site Safety 8
SECTION 9 - MEASUREMENT AND PAYMENT
8
9-2 LUMP SUM WORK
8
9-3 PAYMENT
8
9-3.1 General
8
9-3.2 Partial and Final Payment.
9
PART 2 - CONSTRUCTION MATERIALS
10
SECTION 200 — ROCK MATERIALS
10
200-2 UNTREATED BASE MATERIALS
10
200-2.1 General
10
SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
10
201-1 PORTLAND CEMENT CONCRETE
10
201-1.1 Requirements
10
201-1.1.2 Concrete Specified by Class and Alternate Class
10
201-2 REINFORCEMENT FOR CONCRETE
10
201-2.2 Steel Reinforcement
10
201-2.2.1 Reinforcing Steel
10
SECTION 203 — BITUMINOUS MATERIALS
11
203-5 SLURRY SEAL
11
203-5.1 General
11
203-5.4 Emulsion -Aggregate Slurry (EAS)
11
203-5.4.1 General
11
203-5.4.2 Materials
11
203-6 ASPHALT CONCRETE
11
203-6.5 Type III Asphalt Concrete Mixtures
11
SECTION 209 — PRESSURE PIPE
11
209-1 IRON PIPE AND FITTINGS
11
209-1.1 Ductile Iron Pipe
11
209-1.1.2 Materials
11
SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS
it
214-4 PAINT FOR STRIPING AND MARKINGS
11
214-4.1 General
11
PART 3 - CONSTRUCTION METHODS 11
SECTION 302 - ROADWAY SURFACING
302-1 COLD MILLING OF EXISTING PAVEMENT
302-1.1 General
302-1.7 Work Site Maintenance
302-4 SLURRY SEAL SURFACING
302-4.8 Spreading and Application
11
11
11
11
11
12
302-4.9 Field Sampling and Testing
12
302-4.12 Rolling of Slurry Sealed Surface
12
302-4.13 Street Sweeping and Cleanup
12
302-5 ASPHALT CONCRETE PAVEMENT
12
302-5.1 General
12
302-5.4 Tack Coat
12
302-5.8 Manholes (and Other Structures)
13
302-6 PORTLAND CEMENT CONCRETE PAVEMENT
13
302-6.7 Traffic and Use Provisions
13
SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 13
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 13
314-2.1 General 13
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 13
314-4.1 General 13
314-4.2 Control of Alignment and Layout 13
314-4.2.1 General 14
314-4.4 Thermoplastic Traffic Striping and Pavement Markings 14
314-4.4.1 General 14
314-4.4.2 Surface Preparation 14
PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 600 - ACCESS
600-3 PEDESTRIAN ACCESS
14
14
14
ILI
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONSQt�'E?�7�°
UTILITIES YARD OFFICE REMODEL
PROJECT NO. 23F13 of cP��`�
CONTRACT NO. 7908-1
INTRODUCTION
All work necessary for the completion of this contract shall be done in accordance with
(1) these Special Provisions; (2) the Plans (Drawing No. B-5306-S); (3) the City's
Design Criteria and Standard Drawings for Public Works Construction, (2021 Edition);
(4) Standard Specifications for Public Works Construction (2015 Edition) including
supplements. The City's Design Criteria and Standard Drawings for Public Works
Construction are available at the following website:
http://www. newportbeachca.gov/government/departments/public-works/resources
Copies of the Standard Specifications for Public Works Construction may be purchased
online at www.bnibooks.com/products/standard-specifications public -works -construction
or call 888-BNI BOOK (888-264-2665).
The following Special Provisions supplement or modify the Standard
Specifications for Public Works Construction as referenced and stated
hereinafter:
PART 1 - GENERAL PROVISIONS
SECTION 0 — EXISTING PROJECT CONDITIONS
0-1 JOB SITE VISIT
Contractors must attend the mandatory pre -bid meeting at the Utilities Yard on
October 26, 2022 at 9:00 AM.
SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND
SYMBOLS
1-2 TERMS AND DEFINITIONS
Add the following definition:
City — City of Newport Beach
Page SP 1 of 15
SECTION 2 - SCOPE AND CONTROL OF THE WORK
2-1 AWARD AND EXECUTION OF THE CONTRACT
At the time of the award and until completion of work, the Contractor shall possess a
Class A or B license. At the start of work and until completion of work, the Contractor
and all Subcontractors shall possess a valid Business License issued by the City.
2-5 PLANS AND SPECIFICATIONS
2-5.2 Precedence of Contract Documents
If there is a conflict or discrepancy between different Contract Documents, the more
stringent requirement as determined by the Engineer shall control.
2-6 WORK TO BE DONE
The work necessary for the completion of this contract consists of renovating just over a
thousand square feet of existing offices with a new concrete slab and polished floor,
new furred walls with insulation, new lighting, new HVAC equipment and ducting and
new kitchenette. The existing roll -up garage door will be removed and replaced with a
new storefront window system at the existing opening. A new fire rated door will be
created at the existing dividing wall between the office and the space next door. At the
exterior, there will be new accessible parking located adjacent to the office, the
walkways will be adjusted to be ADA compliant and new sheet metal awnings will be
located above existing windows and openings for shade and rain protection.
SECTION 3 - CHANGES IN WORK
3-3 EXTRA WORK
3-3.2 Payment
3-3.2.3 Markup
3-3.2.3.1 Work by the Contractor
Delete this section and replace with the following: The following percentages shall be
added to the Contractor's costs and shall constitute the markup for all overhead and
profit:
1) Labor ............................................ 15
2) Materials ....................................... 15
3) Equipment Rental ........................... 15
4) Other Items and Expenditures ........... 15
Page SP 2 of 15
To the sum of the costs and markups provided in this subsection, one (1) percent may
be added as compensation for bonding.
3-3.2.3.2 Work by a Subcontractor
Delete this section and replace with the following: When all or any part of the extra work
is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be
applied by the Subcontractor to the actual costs and shall constitute the markup for all
overhead and profit. An additional markup of five (5) percent of the total subcontracted
cost may be added by the Contractor.
To the sum of the costs and markups provided in this subsection, one (1) percent may
be added as compensation for bonding.
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.3 Inspection Requirements
4-1.3.1 General
All material and articles furnished by the Contractor shall be subject to rigid inspection,
and no material or article shall be used until it has been inspected and accepted by the
Engineer. The Contractor shall furnish the Engineer with full information as to the
progress of the work in its various parts and shall give the Engineer timely (48-hours
minimum) notice of the Contractor's readiness for inspection. Submittals are required
for all construction material.
The Engineer shall select an independent testing laboratory and pay for all testing as
specified in the various sections of the Standard Special Provisions and these Special
Provisions. When, in the opinion of the Engineer, additional tests and retesting due to
failed tests or inspections are required because of unsatisfactory results in the manner
in which the Contractor executed the work, such tests and inspections shall be paid for
by the Contractor.
SECTION 6 - PROSECUTION. PROGRESS AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
6-1.1 Construction Schedule
No work shall begin until a Notice to Proceed has been issued, a pre -construction
meeting has been conducted, and a schedule of work has been approved by the
Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval
a minimum of five working days prior to the pre -construction meeting.
Page SP3of15
The Engineer will review the baseline schedule and may require the Contractor to modify
the schedule to conform to the requirements of the Contract Documents. If work falls
behind the approved baseline schedule, the Contractor shall be prohibited from starting
additional work until Contractor has exerted extra effort to meet the baseline schedule and
has demonstrated the ability to maintain the schedule in the future. Such stoppages of
work shall in no way relieve the Contractor from the overall time of completion
requirement, nor shall it be construed as the basis for payment of extra work because
additional personnel and equipment were required on the job.
Contractor shall update the schedule periodically or as directed by the Engineer to reflect
any delay or extension of time. In addition, Contractor shall prepare 2-week look -ahead
schedules on a bi-weekly basis with detailed daily activities.
It is desired that this project be constructed between January and May of 2023.
6-7 TIME OF COMPLETION
6-7.1 General
The Contractor shall complete all work under the Contract within 70 consecutive
working days after the date on the Notice to Proceed. The Contractor shall ensure the
availability and delivery of all material prior to the start of work. Unavailability of material
will not be sufficient reason to grant the Contractor an extension of time. Unless
otherwise approved by the Engineer, construction shall start on [date].
Normal working hours are limited to 7:00 a.m. to 3:30 p.m., Monday through Friday.
The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work
site, storage sites, staging areas, etc., outside of the working hours.
Should the Contractor elect to work outside normal working hours, Contractor must first
obtain special permission from the Engineer. The request may be for 3:30 p.m. to 6:30
p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working
outside the normal working hours must be made at least 72 hours in advance of the
desired time period. A separate request must be made for each work shift. The
Engineer reserves the right to deny any or all such requests. Additionally, the
Contractor shall pay for supplemental inspection costs of $146 per hour when such time
periods are approved.
The following days are designated City holidays and are non -working days:
1. January 1st (New Year's Day)
2. Third Monday in January (Martin Luther King Day)
3. Third Monday in February (President's Day)
4. Last Monday in May (Memorial Day)
5. July 4th (Independence Day)
6. First Monday in September (Labor Day)
7. November 11 th (Veterans Day)
Page SP 4 of 15
8. Fourth Thursday and Friday in November (Thanksgiving and Friday after)
9. December 24th, (Christmas Eve)
10. December 25th (Christmas)
11. December 26th thru 30th (City Office Closure)
12. December 31 st (New Year's Eve)
If the holiday falls on a Sunday, the following Monday will be considered the holiday. If
the holiday falls on a Saturday, the Friday before will be considered the holiday.
6-8 COMPLETION, ACCEPTANCE, AND WARRANTY
Prior to acceptance of work, the Contractor shall submit a full size set of plans to the
Engineer. Retention payment and bonds will not be released until the as -built plans are
reviewed and approved by the Engineer. A set of approved plans and specifications
shall be on the job site at all times. The Contractor shall maintain as -built drawings of all
work as the job progresses. A separate set of drawings shall be maintained for this
purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time
each progress payment is submitted. Any changes to the approved plans that have
been made with approval from the Engineer shall be documented on the as -built plans.
The Contractor shall maintain books, records, and documents in accord with generally
accepted accounting principles and practices. These books, records, and documents
shall be retained for at least three years after the date of completion of the project.
During this time, the material shall be made available to the Engineer. Suitable facilities
are to be provided for access, inspection, and copying of this material.
6-9 LIQUIDATED DAMAGES
For each consecutive calendar day after the time specified in Section 6-7.1 for
completion of the work, the Contractor shall pay to the City or have withheld from
moneys due it, the daily sum of $1,000.00.
Execution of the Contract shall constitute agreement by the City and Contractor that the
above liquidated damages per calendar day is the minimum value of the costs and
actual damage caused by the failure of the Contractor to complete the Work within the
allotted time.
The intent of this section is to emphasize to the Contractor the importance of
prosecuting the work in an orderly preplanned continuous sequence so as to minimize
inconvenience to residences, businesses, vehicular and pedestrian traffic, and the
public as a result of construction operations.
SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR
7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES
7-1.2 Temporary Utility Services
Page SP5of15
Add to this Section, "The Contractor may use the onsite water and power at no charge.
However, any abuse of such privileges will cause the contractor to lose its access to the
City's utilities as well as having to provide its own water and power source for all of the
remaining work."
7-5 PERMITS
Replace this section with "The project is deemed `permit -ready' by the City's Building
Department (Plan Check No. 1726-2021). The contractor shall obtain the necessary
building permit(s) prior to the pre -construction meeting and fees will be waived. Project
is not complete until Building Permit is finaled.
7-7 COOPERATION AND COLLATERAL WORK
Add to this Section, "In the event that the Contractor needs to turn off the water supply
to the building in order to conduct its work, the Contractor shall notify the Engineer at
least two (2) business days in advance of the need for the shutdown so that the
appropriate arrangements can be timely made."
7-8 WORK SITE MAINTENANCE
7-8.4 Storage of Equipment and Materials
7-8.4.2 Storage in Public Streets
Construction materials and equipment may only be stored in streets, roads, or sidewalk
areas if approved by the Engineer in advance. It is the Contractor's responsibility to
obtain an area for the storage of equipment and materials. The Contractor shall
obtain the Engineer's approval of a site for storage of equipment and materials prior to
arranging for or delivering equipment and materials to the site. Prior to move -in, the
Contractor shall take photos of the laydown area. The Contractor shall restore the
laydown area to its pre -construction condition. The Engineer may require new base and
pavement if the pavement condition has been compromised during construction.
7-8.6 Water Pollution Control
7-8.6.2 Best Management Practices (BMPs)
The Contractor shall submit a Best Management Practice (BMP) plan for containing any
wastewater or storm water runoff from the project site including, but not limited to the
following:
a. No placement of construction materials where they could enter storm drain system,
which includes gutters that lead to catch basins.
b. Checking construction vehicles for leaking fluids.
c. Providing a controlled area for cleaning or rinse -down activities.
d. Monitoring construction activities.
e. Minimizing usage of water when saw -cutting and vacuum the residue.
Page SP 6 of 15
f. Providing measures to capture or vacuum -up water contaminated with
construction debris.
g. Removing any construction related debris on a daily basis.
h. Protecting work areas from erosion.
The BMP will be approved by the Engineer prior to any work. The City will monitor the
adjacent storm drains and streets for compliance. Failure of the Contractor to follow
BMP will result in immediate cleanup by City and back -charging the Contractor for all
costs plus 15 percent. The Contractor may also receive a separate administrative
citation per Section 14.36.030 of the City's Municipal Code.
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
7-9.2 Care While Working Inside Buildings
Add this Section to read, "While working in the Building, the Contractor shall be solely
and continually responsible for the condition of the walking surfaces that are used by its
workers. The Contractor shall immediately remove and dispose of any and all
errant/fallen debris, liquids, and other contaminants onto the tiles, stones, pavers,
carpeting, etc. flooring and make such surfaces safe for use by all ages with varying
degrees of physical and reaction abilities.
In the event that the Contractor was unable to timely perform such remedial tasks, the
City will deploy its forces to make the area safe and will back charge the Contractor for
the actual cost of such work plus 50%, all to be deducted from the sums due the
Contractor.
It is strongly recommended that the Contractor clearly designate a construction path of
travel and deploy safety measures for such areas so as to minimize mishaps and
conflicts with the Utilities Yard patrons."
In addition, the Contractor will restore anything damaged with the same in kind
materials.
7-10 SAFETY
7-10.1 Traffic and Access
Add to this Section: The Contractor shall provide traffic control and access in
accordance with Section 7-10 of the Standard Specification and the Work Area Traffic
Control Handbook (WATCH), also published by Building News, Inc.
7-10.3 Parking Lot, Detours and Barricades
Add to this Section, "The parking lot is heavily used daily. The Contractor shall at all
times stage, store, and screen its equipment, tools and supplies in a manner that will
not interfere with the parking lot users. The Contractor shall furnish and install signage,
Page SP 7 of 15
barricades, delineators, yellow safety ribbon, and any other measures deemed
necessary by the Engineer to safely direct the public around areas of construction."
7-10.4 Safety
7-10.4.1 Work Site Safety
The Contractor shall be solely and completely responsible for conditions of the job site,
including safety of all persons and property during performance of the work. The
Contractor shall fully comply with all state, federal and other laws, rules, regulations,
and orders relating to the safety of the public and workers.
The right of the Engineer or the City's representative to conduct construction review or
observation of the Contractor's performance shall not include review or observation of
the adequacy of the Contractor's safety measures in, on, or near the construction site.
SECTION 9 - MEASUREMENT AND PAYMENT
9-2 LUMP SUM WORK
Contractor shall submit a detailed schedule of value for all lump sum bid items to the
Engineer within 15 days after award of contract.
9-3 PAYMENT
9-3.1 General
Revise paragraph two to read: The unit and lump sum bid prices for each item of work
shown on the proposal shall include full compensation for furnishing the labor,
materials, tools, and equipment and doing all the work, including restoring all existing
improvements, to complete the item of work in place and no other compensation will be
allowed thereafter. Payment for incidental items of work not separately listed shall be
included in the prices shown for the other related items of work. The following items of
work pertain to the bid items included within the Proposal:
Item No. 1 Construct Interior Renovation: Work under this item shall include, but not
be limited to, all labor, tools, equipment and material costs for providing bonds,
insurance and financing, preparing and updating construction schedules as requested
by the Engineer, attending construction progress meetings as needed (assume 3), and
all other related work as required by the Contract Documents. This bid item shall also
include work to demobilize from the project site including but not limited to site cleanup,
and providing any required documentation as noted in these Special Provisions.
Including but not limited to:
a. Mobilization and Demobilization: Mobilization, demobilization,
site cleanup, providing any required documentation noted in
Page SP 8 of 15
these Special Provisions, and providing bonds, insurance and
all other related work as required by the Contract Documents.
b. Removals: Work under this item shall include, but not be limited
to, all labor, tools, equipment and material costs for removing
and disposing of existing doors, cabinets, stud wall, concrete
slab, portion of CMU wall, storefront system and pony wall,
flooring, sink, water heater, skylights, ceiling tiles, light fixtures,
ceiling mounted heater, glass in windows, existing AC unit and
associated ductwork, ceiling diffusers and return grilles, gas
service to existing AC unit, existing thermostat and IT and
communications equipment and all other work items as required
to complete the work in place.
c. Salvage Return and Supply Register and Install Insulation
and Electrical Components and Rooftop Packaged Unit Gas
Heat/Electric Cooling System: Work under this item shall
include, but not be limited to, all labor, tools, equipment and
material costs for salvaging and reinstalling the existing return
and supply register, installing insulation, electric receptacles,
circuits and light fixtures and new rooftop package AC unit. This
includes all the electrical work required to install these electrical
components, connecting all electrical wiring, providing new
ductwork, ceiling diffusers, return grilles and thermostat and all
other work items as required to complete the work in place. This
bid item also includes installing gas service to new AC unit.
d. New Construction: Construct all improvements shown on the
Plans and the Architectural Technical Specifications.
e. 5-year Parts and Labor Extended Warranty on new AC unit:
The new AC unit listed on the Plans and in the Specifications
shall be delivered with a factory issued 5-Year Parts and Labor
Extended Warranty, with the City of Newport Beach as the
warranty holder. The cost of such warranties shall have been
made a part of the bid.
Item No. 2 Provide As -Built Plans: Work under this item shall include, but not be
limited to, all labor, tools, equipment and material costs for all actions necessary to
provide as -built drawings. These drawings must be kept up to date and submitted to
the Engineer for review prior to request for payment. An amount of $1,000.00 is
determined for this bid item. The intent of this pre-set amount is to emphasize to the
Contractor the importance of as -built drawings.
9-3.2 Partial and Final Payment.
From each progress payment, five (5) percent will be retained by the City, and the
remainder less the amount of all previous payments will be paid.
Page SP 9 of 15
Partial payments for mobilization and traffic control shall be made in accordance with
Section 10264 of the California Public Contract Code.
The Contractor shall fully comply with the following Architect's Technical Specifications for
the Construction of the Utilities Yard Office Remodel which augments, but is not
referenced to in the above sections of the Standard Specifications for Public Works
Construction.
PART 2 - CONSTRUCTION MATERIALS
SECTION 200 — ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General
Crushed Miscellaneous Base (CMB) shall be used as the untreated base material.
SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements
201-1.1.2 Concrete Specified by Class and Alternate Class
Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the
plans.
201-2 REINFORCEMENT FOR CONCRETE
201-2.2 Steel Reinforcement
201-2.2.1 Reinforcing Steel
Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2-inch
minimum cover unless shown otherwise on the plans.
Page SP 10 of 15
SECTION 203 — BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE
203-6.5 Type III Asphalt Concrete Mixtures
Asphalt concrete finish course and leveling course shall be Type III-C3-PG 64-10 (20%
max RAP). Asphalt concrete base course shall be Type III-B2-PG 64-10 (20% max
RAP).
SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND
PAVEMENT MARKERS
214-4 PAINT FOR STRIPING AND MARKINGS
214-4.1 General
Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized
thermoplastic.
PART 3 - CONSTRUCTION METHODS
SECTION 302 - ROADWAY SURFACING
302-1 COLD MILLING OF EXISTING PAVEMENT
302-1.1 General
The milled pavement shall be paved with asphalt concrete (base course, leveling course
or finish course) on the same day that the cold milling is performed. The limits of work for
each working day or night shall extend only as far as both cold milling and placement of
asphalt concrete can be completed to assure that no pavement is left milled without
placement of asphalt concrete base course, level course or finish course at the end of
the each work day or night.
302-1.7 Work Site Maintenance
In addition to the required motorized street sweepers following the cold milling machine,
the Contractor shall provide two (2) additional motorized sweepers for the duration of the
grinding and paving operation.
302-4 SLURRY SEAL SURFACING
Page SP 11 of 15
302-4.8 Spreading and Application
Slurry seal shall be sufficiently cured for vehicle traffic without tracking or damage to the
surface by 3.00 p.m. on the same day. In case of damage done by vehicles and/or
pedestrians upon slurry that has not been sufficiently cured, the Contractor shall replace
all of the damaged work at the Contractor's expense and no additional compensation shall
be made by the City.
Prior to applying slurry seal, the Contractor shall clean all work surfaces and remove all
loose materials, vegetation, oil, and other foreign material. Additionally, all locations
with weeds shall be treated by an approved weed -killer before any slurry seal is applied.
302-4.9 Field Sampling and Testing
Upon the Engineer's direction, the Contractor shall slurry seal a test section within the
construction limits for each slurry seal mix design. The Contractor shall apply the slurry
seal test section as directed by the Engineer. No slurry seal shall be applied until the test
slurry seal section have been approved the Engineer. Field samples that do not meet the
requirements of Table 302-4.9.1 shall be re -tested. The Contractor shall be responsible
for all cost associated with the re -testing.
Add Section 302-4.12 Rolling of Slurry Sealed Surface
302-4.12 Rolling of Slurry Sealed Surface
Contractor shall roll all cul-de-sacs, turning knuckles, street ends and parking stalls with
pneumatic (rubber) tire rollers. Pneumatic tire rollers shall conform to Section 302-2.3.5
Add Section 302-4.13 Street Sweeping and Cleanup
302-5 ASPHALT CONCRETE PAVEMENT
302-5.1 General
All cracks 1/4-inch or greater in width shall be cleaned, have weed kill applied and sealed
with a hot -applied crack sealant approved by the Engineer. In residential areas, no
highway rated equipment or trucks are to be used (eg. no super trucks). Use truck and
trailers or transfers. Use of heavier rated trucks must be approved by Engineer. The
top layer of asphalt concrete (finish course) shall be placed in a separate lift.
Longitudinal joints between two passes of asphalt concrete shall be along a lane line.
Holes, spalls, and cracks greater than 1/4-inch in width shall be filled and compacted to
95% minimum. The pavement shall then be cleaned with a power broom.
302-5.4 Tack Coat
Tack coat shall be trackless.
Page SP 12 of 15
302-5.8 Manholes (and Other Structures)
All manholes, water valve boxes, and utility boxes shall be temporarily lowered prior to
pavement cold milling. Upon completion of asphalt concrete finish course, the top of
manholes, water valve boxes, and utility boxes shall be adjusted to grade to meet the
smoothness requirement as specified in 302-5.6.2.
302-6 PORTLAND CEMENT CONCRETE PAVEMENT
302-6.7 Traffic and Use Provisions
The Contractor shall not allow vehicular traffic on new concrete until the concrete has
attained a minimum compressive strength of 3000 psi. High early strength concrete
may be attained to meet the time constraints by the use of additional portland cement or
chemical admixtures in accordance with Section 201-1 and with prior approval of the
Engineer. The cost of high early strength concrete shall be included in the unit prices
for all concrete bid items.
SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND
PAVEMENT MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS
314-2.1 General
The Contractor shall remove all existing traffic striping and pavement markings by
grinding. Other methods such as sandblasting will not be allowed. Temporary painted
striping shall be placed within 24 hours of removal.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT
MARKINGS
314-4.1 General
Temporary painted traffic striping and markings shall be lane marking paint applied at
15 mil in one coat, as soon as possible and within 24 hours after the level course, finish
course or slurry seal has been placed. The width of the temporary lane line stripes shall
be one-half the width of the permanent final stripes. Temporary crosswalks and stop
bars stripes shall be full width and shall be placed prior to opening the street to traffic.
Tabs and/or "cat -tracking" stripes shall also be placed prior to opening the street to
traffic. Tabs and/or "cat -tracking" will not be accepted as temporary striping.
Upon completion of AC base or leveling course, temporary striping shall be installed.
314-4.2 Control of Alignment and Layout
Page SP 13 of 15
314-4.2.1 General
The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be
responsible for the completeness and accuracy of all layout alignment and spotting.
Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on
the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and
pavement markings within 24 hours after the removal or covering of existing striping or
markings. No street shall be without proper striping over a weekend or holiday. Stop bars
and crosswalks shall not remain unpainted overnight.
314-4.4 Thermoplastic Traffic Striping and Pavement Markings
314-4.4.1 General
The final reflectorized thermoplastic striping shall not be applied until the finish course
pavement or slurry seal has been in place for at least 10 days but no later than 15 days.
The thermoplastic shall be applied at 1.5 mm (60 mil) to 2.0 mm (80 mil) thickness for
all striping except crosswalks and limit lines which shall be 2.5 mm (100 mil) to 3.0 mm
(120 mil) thickness. Striping shall be applied by extrusion method. Sprayable
thermoplastic striping shall not be allowed.
If the Contractor fails to perform striping as specified herein, the Contractor shall cease
all contract work until the striping has been properly performed. Such termination of
work shall require the Contractor to re -install "NO PARKING, TOW -AWAY" signs and
re -notify the affected residents, at the Contractor's sole expense. In addition, if the
Contractor removes/covers/damages existing striping and/or raised pavement markers
outside of the work area, he shall re-stripe/replace such work items at no cost to the
City.
314-4.4.2 Surface Preparation
Primer shall be applied to concrete surfaces prior to application of thermoplastic
striping. The primer shall be formulated for the intended application. The concrete
surface shall be roughened along the thermoplastic striping. The width of the roughened
concrete surface shall match the width of the striping.
PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 600 - ACCESS
600-3 PEDESTRIAN ACCESS
Pedestrian access to all storefronts, offices, residences, etc., within the limits of work
must be maintained at all times. The Contractor shall cooperate with the Engineer to
Page SP 14 of 15
provide advance notice to any and all establishments whose access will be impacted by
construction operations, particularly sidewalk construction.
Page SP 15 of 15
NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
UTILITY YARD
OFFICE RENOVATION
NOVEMBER 2021
Prepared by:
BOA Architecture
1511 Cota Avenue,
Long Beach, California 90813
(562)912-7900
Edward
Lok Ng
C-16840
REN.11/30121
SECTION 0000 02
PROJECT TITLE PAGE
Title CITY OF NEWPORT BEACH UTILITY YARD OFFICE
RENOVATION
Client Agency CITY OF NEWPORT BEACH
100 CIVIC CENTER DRIVE
NEWPORT BEACH, CA 92660
CONTACT: Tom Sandefur
P: (949) 644-3321
E: TSANDERFUR@NEWPORTBEACHCA.GOV
Location 949 W. 16th St., Newport Beach, CA 92663
Project Manager DMC ENGINEERING
18 TECHNOLOGY DRIVE, SUITE 100
IRVINE, CA 92618
CONTACT: MARK CARROLL. PE
Consultant Edward Lok Ng, Architect
BOA Architecture
1511 Cota Avenue
Long Beach, CA 90813
Tel: 562-912-7900
Tel: 310-832-2681
CITY OF NEWPORT BEACH 0000 02 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
DOCUMENT 0000 03
TABLE OF CONTENTS
INTRODUCTORY INFORMATION
Document 00 0101 - Project Title Page
Document 00 0102 - Table of Contents
SCHEDULE, CLAUSES AND ATTACHMENTS, AND SOLICITATION REQUIREMENTS
Issued separately by the City
SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
Section
01 1000
- Summary of Work
Section
01 2976
- Progress Payment Procedures
Section
01 3300
- Submittal Procedures
Section
01 3543
- Environmental Procedures
Section
01 4000
- Quality Requirements
Section
01 5000
- Temporary Facilities and Controls
Section
01 6000
- Product Requirements
Section
01 7300
- Execution
Section
01 7419
- Construction Waste Management and Disposal
Section
01 7704
— Closeout Procedure and Training
DIVISION 2 — EXISTING CONDITIONS
Section 02 4119 - Selective Structure Demolition
Section
03 1000 Concrete Forming -Accessories
Section
03 2000 Concrete Reinforcement
Section
03 3000 Cast -in -Place Concrete
Section
03 3543 Bonded Abrasive Polished Concrete Floors
DIVISION 4 — MASONRY — NOT USED
DIVISION 5 — METALS
Section 05 4000 Cold Formed Metal Framing
Section 05 5000 Metal Fabrication
DIVISION 6 — WOOD, PLASTICS, AND COMPOSITES
Section 06 6116 Solid Surfacing Fabrications
Section 06 1000 Rough Carpentry
Section 06 4023 Architectural Woodwork
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Section 07 1000 Damproofing
Section 07 2100 Building Insulation
Section 07 6000 Flashing and Sheet Metal
CITY OF NEWPORT BEACH 0000 03 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
DOCUMENT 0000 03
TABLE OF CONTENTS
Section 07 9200 Joint Sealants
DIVISION 8 — OPENINGS
Section 08 1100 Metal Doors and Frames
Section 08 1400 Wood Doors
Section 08 4113 Aluminum Framed Entrances &Storefronts
Section 08 7100 Door Hardware
Section 08 8000 Glazing
DIVISION 9 — FINISHES
Section
09 22 16 Non -Structural Metal Framing
Section
09 29 00 Gypsum Board
Section
09 65 13 Rubber Base
Section
09 9100 Painting
DIVISION 10
- SPECIALTIES (Not Used)
DIVISION 11
— EQUIPMENT (Not Used)
DIVISION 12
— FURNISHINGS (Not Used)
DIVISION 13
- SPECIAL CONSTRUCTION (Not Used)
DIVISION 14
- CONVEYING EQUIPMENT (Not Used)
DIVISION 21
— FIRE SUPPRESSION (Not Used)
DIVISION 22
— PLUMBING
Section
22 0500 Common Work Results for Plumbing
Section
22 0500 Plumbing
Section
22 0513 Basic Plumbing Material and Methods
Section
22 1116 Domestic Water Piping
Section
22 1319 Sanitary Waste Piping Specialties
Section
22 4000 Plumbing Fixtures
DIVISION 23 — HEATING, VENTILATING, AND AIR CONDITIONING
Section
23 0500 Common Work Results for HVAC
Section
23 0513 Basic HVAC Materials Methods
Section
23 0593 Testing, adjusting, and balancing for HVAC
Section
23 0700 HVAC Insulation
Section
23 0800 HVAC Systems Commissioning
Section
23 0900 HVAC Instrumentation and Controls
Section
23 3000 Air Distribution
Section
23 3100 HVAC Ducts and Casings
Section
23 3713 Diffusers, Registers, and Grilles
Section
23 5732 HVAC Equipment
DIVISION 25 — INTEGRATED AUTOMATION (Not Used)
DIVISION 26 — ELECTRICAL
Sec 26 0500 - Common Work Results for Electrical
CITY OF NEWPORT BEACH 0000 03 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
DOCUMENT 0000 03
TABLE OF CONTENTS
Sec 26 0503 - Equipment Wiring Connections
Sec 26 0513 - Electrical Basic Material and Methods
Sec 26 0519 - Low Voltage Wires
Sec 26 2726 - Wiring Devices
Sec 26 5100 - Interior Lighting
DIVISION 27 — COMMUNICATIONS (Not Used)
DIVISION 28 — ELECTRONIC SAFETY AND SECURITY (Not Used)
DIVISION 31 — EARTHWORK (Not Used)
DIVISION 32 — EXTERIOR IMPROVEMENTS
Sec 32 1313 - Concrete Paving
DIVISION 33 — UTILITIES (Not Used)
END OF DOCUMENT
CITY OF NEWPORT BEACH 0000 03 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 1000
SUMMARY OF WORK
GENERAL
1.1 SCOPE
A. The Contractor shall provide all materials, labor, tools, plant, supplies, equipment, transportation,
superintendence, temporary construction of every nature, and all other services and facilities
necessary to complete the construction of the restroom facilities, including all incidental work
described in the contract documents.
B. The scope of work is contained in the contract documents.
C. The scope of work includes, but is not limited to the following:
1. Removal of existing office walls, cabinets, doors, windows, skylights, lighting, mechanical
equipment and concrete slab.
2. Select modifications to the exterior sidewalk and walkways.
3. New furred out wood frame walls and office walls.
4. New concrete slab at the interior of the building.
5. New metal framed partial height walls with structural posts and footings.
6. New door open, door and frame at an existing masonry wall.
7. New glass storefront system at an existing garage door opening.
8. New kitchenette, sink and cabinets.
9. New lighting fixtures, electrical and low voltage receptacles.
10. New mechanical equipment and ducting.
11. New Insulation and the walls and the underside of the roof.
12. Grading at walkways and accessible parking stall
D. All work shall be in accordance with applicable codes and local regulations that may apply. In
case of conflict in or between the Contract Documents and a governing code or ordinance, the
more stringent standard as determined by the Engineer shall apply.
1.2 MISCELLANEOUS CONTRACT EXPENSES
A. The Contractor must include in its bid the cost fees or charges payable to State, local, or special
community development agencies unless otherwise stated in the General Requirements.
Contractor will be required to obtain building permits from the City's Building Department as this
is a City Public Works Project.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTIONI (Not used)
END OF SECTION
CITY OF NEWPORT BEACH 01 1000 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 2976
PROGRESS PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section specifies administrative and procedural requirements for a certified Application for
Payment.
1. Coordinate the certified Schedule of Values and certified Application for Payment with, but
not limited to, the Construction Schedule, submittal log, and list of Subcontractors.
1.2 RELATED REQUIREMENTS:
A. Section 01 3300 — Submittal Procedures.
B. Section 01 7704 — Closeout Procedures and Training.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION
3.01 APPLICATION FOR PAYMENT
A. Each certified Application for Payment shall be consistent with previous applications and
payments as reviewed by Engineer, paid for by City, and:
1. The initial Application for Payment and Final Application for Payment at time of Substantial
Completion involve additional requirements.
B. Payment Application Times: The period of Work covered by each Application for Payment is
payment date for each progress payment as specified in the General Conditions. The period
covered by each Application for Payment is previous month.
C. Payment Application Forms: Use City provided forms for the Application for Payment.
D. Application Preparation: Complete every entry on the form. Include execution by a person
authorized to sign legal documents on behalf of General Contractor. Engineer will return
incomplete applications without action.
E. Transmittal: Submit one signed and original copy of each certified Application for Payment to
Engineer. All copies shall be complete, including releases and similar attachments.
Transmit each copy with a transmittal form listing attachments and recording appropriate
information related to the application, in a manner acceptable to Engineer.
F. Applications for Payment: Administrative actions and submittals that must precede or coincide
with submittal of Progress Applications for Payment include, but are not limited to, the following:
1. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified
by City including hard copy).
2. Updated and current Project Record Drawings (as built).
3. Monthly Construction Schedule (updated, submitted, and approved).
4. Approved Schedule of Values.
5. List of Subcontractors (Payments Summary).
CITY OF NEWPORT BEACH 01 2976 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 2976
PROGRESS PAYMENT PROCEDURES
G. Final Application for Payment at Substantial Completion: Following Engineer issuance of
certificate of Substantial Completion; apply for Payment:
1. Administrative actions, submittals and/or Work that shall precede or coincide with this
application include:
a. Occupancy permits and similar approvals by authorities having legal jurisdiction over
Work.
b. Removal of temporary facilities and services.
c. Testing, adjusting and balance records.
d. Removal of surplus materials, rubbish, and similar elements.
e. Meter readings.
f. Start-up performance reports.
g. City personnel training and orientations.
h. Operating and maintenance instruction manuals.
i. Preliminary Warranties; guarantees and maintenance agreements.
j. Delivery of extra materials, products and or stock.
k. Change over information related to City occupancy, use, operation, and maintenance.
I. Final cleaning.
m. Ensure that Work is completed.
n. Advise on shifting insurance coverage.
o. List of defective Work recognized as exceptions to certificate of Substantial
Completion.
p. Change of door locks, including keys, to City system.
q. Certified Payroll (submitted directly to Labor Compliance in electronic format as
specified by the City including hard copy).
r. Certification that all benefit contributions due and owing to appropriate union trusts has
been paid by General Contractor and Subcontractors, as specified by the Project
Stabilization Agreement (PSA) and Article 6.49 of the General Conditions.
s. Waivers and releases for General Contractor.
Payment amount to be based on actual quantities of work completed and unit bid prices. Total bid item
quantities completed x unit bid price.
END OF SECTION
CITY OF NEWPORT BEACH 01 2976 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3300
SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 Schedule of Submittals
A. Within 30 days after receiving a Notice to Proceed, the Contractor must submit a Schedule of
Submittals and the construction schedule, in the format indicated below, in duplicate, listing all
items that must be furnished for review and approval by the Engineer. The schedule must indicate
the type of items (such as sample, shop drawings, catalog cut, and so forth) and include the
scheduled dates of submittal. In preparing the schedule, please allow 10 working for review and
approval and possible resubmittal. Also, the schedule must be coordinated with the approved
construction progress chart. The Contractor must revise and/or update the schedule monthly.
Such revised schedules must be submitted to the Engineer for approval.
B. At bidding time and within 30 days after receiving a Notice to Proceed, the Contractor must
complete and submit to the Engineer a listing of all subcontractors, including subcontractor name,
address, telephone number, fax number and email address. Include an updated list with each
progress payment request.
C. Schedule of Submittals Format
Project
Contract No.
Project Description
Spec.
Section
Spec.
Description
Paragraph
Number
*Submittal
Type
Date
Action
Taken
Assigned
Number
Submittal
Returned
*Submittal Type:
C — Certificate
S — Sample
SD — Shop Drawing
1.2 Shop Drawings and Related Data
CD — Catalog Data
PL — Spare Parts List
MM — Maintenance Manual
A. Prior to submittal, the Contractor must stamp and sign the submittal to indicate that it is in
accordance with the contract documents without deviation and has been reviewed and approved
by the Contractor. All submittals to be prepared in PDF version and emailed to the design team.
The Contractor must make any corrections required by the Engineer. If the Contractor considers
any correction indicated on the drawings to constitute a change to the contract drawings or
specifications, notice must be given to the Engineer. The approval of the drawings by the
Engineer must not be construed as a complete check but indicates only that the submittal appears
to comply with the contract documents. Approval of the shop drawings does not relieve the
CITY OF NEWPORT BEACH 01 3300 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3300
SUBMITTAL PROCEDURES
Contractor of responsibility for any error that may exist because the Contractor is responsible for
the dimensions and for satisfactory construction of all work. The submission by the Contractor
must be accompanied by a transmittal letter in a format approved by the Engineer.
1.3 Material, Equipment, and Fixture Lists
A. When required by the technical provisions, lists of materials, equipment, and fixtures must be
submitted by the Contractor in accordance with the requirements specified for shop drawings.
The lists must be supported by sufficient descriptive material, such as catalogs, cuts, diagrams,
and other data published by the manufacturer, as well as by evidence of compliance with safety
and performance standards, to demonstrate conformance to the specification requirements.
Catalog numbers alone are not acceptable. The data must include the name and address of the
nearest service and maintenance organization that regularly stocks repair parts. No consideration
will be given to partial lists submitted from time to time. Approval of materials and equipment is
tentative, subject to submission of complete shop drawings indicating compliance with the
contract documents.
1.4 Certificates of Compliance
A. Any certificates required for demonstrating proof of compliance of materials with specification
requirements, including statements of application, and extended guarantees, must be signed and
submitted and emailed in PDF version at least 10 days before delivery. The Contractor must
review all certificates before submissions are made to the Engineer, to ensure compliance with
the contract specification requirements and to ensure that the affidavit is properly signed. Each
certificate must be signed by an official authorized to certify on behalf of the manufacturing
company and must contain the name and address of the Contractor, the project name and
location, and the quantity and date or dates of shipment or delivery to which the certificates apply.
Copies of laboratory test reports submitted with certificates must contain the name and address
of the testing laboratory and the dates of tests to which the report applies. Certification must not
be construed as relieving the Contractor from furnishing satisfactory material if, after tests are
performed on selected samples, the material is found not to meet the specific requirements.
1.5 Spare Parts Data
A. Spare parts data must be submitted electronically.
1.6 Schedule of Values
A. The Contractor must submit a construction cost breakdown using the bid schedule provided in
the contract documents. When applicable, a separate cost breakdown form must be submitted
for each separate building. However, the total cost of site work and building facility must be
included in the cost estimate breakdown. The number of items provided on the Systems
Construction Cost Estimate Breakdown form are the minimum required. Additional subdivision of
these items may be used by the Contractor.
B. Submit the construction cost breakdown after contract award to the Engineer.
C. Do not delete items from the Schedule of Values form. However, expand the schedule
"Description of Work" as necessary to allow evaluation of work or to make progress payments.
CITY OF NEWPORT BEACH 01 3300 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3300
SUBMITTAL PROCEDURES
D. If the contract price changes, the Schedule of Values must be revised to reflect the change(s)
and forwarded to the Engineer.
E. A current Schedule of Values must accompany all Contractor Requests for Payment-
F. See following exhibit for Schedule of Values.
1.7 As -built plans.
A. Contractor to submit as built plans.
B. During construction, maintain as -built redline drawings for all drawings and final as -built for
contractor -generated coordination drawings. Update after completion of commissioning.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION
3.01 PROCEDURES
A. CONTRACTOR is required to review and approve every submittal and shop drawing prior
to transmittal and delivery to ARCHITECT. Should CONTRACTOR determine a submittal
contains errors, or does not meet the requirements of the contract, CONTRACTOR shall
immediately return the submittals and shop drawings to the producer and expedite the
corrections prior to transmitting the submittal to ARCHITECT. Submittals shall not be used
by CONTRACTOR to request clarifications or submit questions. CONTRACTOR will affix
stamp to each submittal certifying CONTRACTOR has performed, at minimum, the
following:
1. Verified the submittal is complete in all respects and follows the requirements of the Contract
Documents without variance.
2. Identified any variances from the requirements of the Contract Documents and confirmed
that the identified variance meets but does not exceed the allowable limitations or tolerances
as defined in these specifications.
3. Verified that all submitted materials, dimensions and tolerances are compatible with existing
or planned conditions of the Work to erect, fabricate, or install the submitted assembly in
conformance with the requirements of the Contract Documents.
4. Coordinated and verified that the dimensions match CONTRACTOR measured field or
installation conditions.
5. Coordinated and verified that the products of separate manufacturers required within any
field produced assembly are compatible in all respects for such assembly.
6. Packaged together all related submittals or shop drawings where such is necessary for a
comprehensive ARCHITECT review.
B. CONTRACTOR shall package each submittal appropriately for transmittal and handling.
Transmittal format shall be as required by OWNER. CONTRACTOR shall transmit and
deliver each submittal or re -submittal to ARCHITECT. CONTRACTOR shall provide the
CITY OF NEWPORT BEACH 01 3300 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3300
SUBMITTAL PROCEDURES
OWNER copies as specified or as requested by Owner. ARCHITECT will not accept
submittals received from sources other than from CONTRACTOR.
C. After ARCHITECT'S review, ARCHITECT will transmit submittals to Owner and Owner shall
further distribute to CONTRACTOR, INSPECTOR and others as required. Work shall not
commence, unless otherwise approved by Owner, until approved submittals are transmitted
to CONTRACTOR.
D. CONTRACTOR shall clearly identify any deviations from the Contract Documents on each
submittal. Any deviation not so noted even though stamped reviewed is not acceptable.
E. CONTRACTOR shall coordinate each submittal with fabrication, purchasing, testing,
delivery, other submittals, and related activities requiring sequential activity.
Timing of Submittals:
1. In accordance with General Conditions, CONTRACTOR shall submit to ARCHITECT, with
copy of transmittal to the Owner, those Shop Drawings, Product Data, diagrams, materials
list, Samples, and other submittals required by the Contract Documents.
2. The scheduling of submittals shall be sequenced to support the progress of the Work, and
shall be:
a. Submitted sufficiently in advance of construction, fabrication, or installation to
allow time for transmittal, review, modification, correction, (and resubmission
and re -review when required.)
b. Phased with adequate time between submittals to allow for proper review by the
ARCHITECT without negative impact to the Milestones Schedule.
3. CONTRACTOR shall coordinate submittal of related items and ARCHITECT reserves
the right to withhold action on a submittal requiring coordination with other submittals
until all related submittals are received by ARCHITECT.
4. CONTRACTOR shall revise, update, and submit submittal schedule to ARCHITECT and
Owner on the first of each month, or as required by Owner.
5. CONTRACTOR shall allow in the Construction Schedule, at least sixteen days for
ARCHITECT review following ARCHITECT receipt of submittal. For mechanical,
plumbing, electrical, low voltage, fire sprinklers, door and hardware, and other submittals
requiring joint review with Owner, CONTRACTOR shall allow a minimum of eighteen
days following ARCHITECT receipt of submittal.
6. No adjustments to the Contract Time or Milestones will be authorized because of a
failure to transmit submittals to ARCHITECT sufficiently in advance of the Work to
permit review and processing or where CONTRACTOR fails to provide ARCHITECT
submittals on related items.
7. In case of product substitution, Shop Drawing preparation shall not commence until
such time as OWNER accepts or rejects the proposed substitution in accordance with
the procedures described in the General Conditions.
G. If required, resubmit submittals in a timely manner. Resubmit as specified for initial submittal
but identify as such. Review times for re -submitted items shall be as per the time frames for
initial submittal review.
CITY OF NEWPORT BEACH 01 3300 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3300
SUBMITTAL PROCEDURES
H. Shop Drawing preparation shall not commence until such time as CONTRACTOR receives
Product Data acceptance.
ARCHITECT will stamp each submittal with a uniform, action stamp. ARCHITECT will mark
the stamp appropriately to indicate the action taken, as follows:
1. Final Unrestricted Release: When ARCHITECT marks a submittal "Reviewed" the Work
covered by the submittal may proceed provided it complies with requirements of the
Contract Documents. Final payment depends on that compliance.
2. Final -But -Restricted Release: When ARCHITECT, or authorized agent, marks a
submittal "Reviewed as Noted," the Work covered by the submittal may proceed
provided it complies with notations or corrections on the submittal and requirements of
the Contract Documents. Final payment depends on that compliance.
3. Returned for Re -submittal: When ARCHITECT, or authorized agent, marks a submittal
"Rejected, Revise and Resubmit," do not proceed with Work covered by the submittal,
including purchasing, fabrication, delivery, or other activity. Revise or prepare a new
submittal according to the notations; resubmit without delay. Repeat as necessary to
obtain different action mark. In case of multiple submittals covering same items of Work,
CONTRACTOR is responsible for any time delays, schedule disruptions, out of
sequence Work, or additional costs due to multiple submissions of the same submittal
item. Do not use, or allow others to use, submittals marked "Rejected, Revise and
Resubmit" at the Project site or elsewhere where Work is in progress.
4. Other Action: Where a submittal is for information or record purposes or special
processing or other activity, ARCHITECT, or authorized agent, will return the submittal
marked "Action Not Required ".
END OF SECTION
CITY OF NEWPORT BEACH 01 3300 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3300
SUBMITTAL PROCEDURES
THE FOLLOWING SCHEDULE OF VALUES IS ONLY A LIMITED LIST AND MAY NOT
CAPTURE ALL ITEMS IN THE CONSTRUCTION DOCUMENTS
Item
No.
Item Description
Unit
QTY Unit Price Amount
MOBILIZATION
LS
1
......................
1 2
.............................................................................. . . .... ......... ---------------------------
I DEMOLITION
-------------------
LS
t ---------------------------- ----------------------------------------- - t --------------------------------------- - ------
1
-------------------
--------------------- ---------------------------------------------------- ---- ---------------------------- --------------
STAINLESS STEEL WIRE MESH AND
--------------- -
- ------ - ----------------- -- - — - ---------------------- ----------- ---------------------------------I
3
-----------------
1 FRAME, METAL FABRICATION
------------------------------- ----------------------------------- ------------------------------------------------- -------------
LS
1
ROUGH CARPENTRY & REPAIR
t -------------------
t ---------------------------------------- - - -------------------------- --------------- - ------------------------------ -
14
ROTTED WOOD
LS
1
-------------------------------------------------------------------------------------------------
RAFTERS/OUTRIGGERS
5
----- . ................
POWERWASH ROOF AND REPLACE
------ --------------------------
------ ---------------------- - --- ---- --- ... . ............................
1 1
.................
MISSING OR BROKEN ROOF TILES
•LS
6
------------------------------------------------------------------------- I ........ . .........
FLASHING AND SHEET METAL
...................
1 LS
----- --------------------- ................ ...................... . ... .... .......... ...............
1
-------------------
7
..................... - --------------------------------------------------------------------------------------------
I JOINT SEALANTS
-------------------
LS
------------------- - ------ -- ------------------------------- ---------------------- - ------------ - - ---------
-----------------
1 8
--------------------------------------------- ----------------------- - ........................... . ......
I PAINTING & CAULKING
-------------------
1 LS
-------------- - ------------ ............. . . .......................... ---------------------------
1
•----------- - ---------------------------------------------------- - -------------------- - - - - -------------------------------------
............................ - - --------------------------------- . . ...................... . ............ . .
-------------------
x
----------------------------------------------------------------------------------------------------------- ---------------
AND EVERYTHING NOT INCLUDED IN
......... . ................. -------------- ---------- -------- ----------------------------------------
THE ABOVE LIST
------------------------------------- 1-1 -------------------------------------------------- - --- -- --------------------------------
----------------- - - - --------- ------------------------ - ------- - ---------------------------------
---- — -----------
.....................
.............. - - ---------------------- ----- - ------------- --- - - - - -------
.. - .................................................... ................. . .. . . . . .... . ...............................
SUBTOTAL
-------------------
---- - - - ---- - ----------- ------------------------- ------------ t ------- - ----- -------------------------
............ ---------- ------------ - -------------------- - --- - - -------------- -------------- ----------I
.................
---------------------------------- --- -- ------------------- -------------------------- . ...... . .............
I OVERHEAD / PROFIT
f -------------------
t --------------- ------------ t ----------------- - --- - -------- t -------- - ------------ - -------------------------
-..............---
....................
- - --- ---------------------- - ------- - --------------------- ................. . ............................... ----------
ITOTAL
. ............ - ----------- - ........................................ ---------------- - ... . . ... . ................ ........
...................
---------------------------- --- - - - --------------------------------- ------- - --------- - ---------------------- --- -
................ ............. .................. . ......... ......... ............... ----------------
CITY OF NEWPORT BEACH 01 3300-6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
PART 1 - GENERAL
1.1 Scope
A. The work covered by this section consists of furnishing all labor, material, and equipment and
performing all work required for compliance with environmental regulations and preventing
pollution during, and because of, construction operations under this contract, in addition to those
measures set forth in other technical provisions of these specifications.
B. The Contractor and subcontractors must comply with all applicable environmental federal, state,
local environmental, health and safety laws and regulations.
1.2 Notification
A. The Contractor must, after receiving a notice of noncompliance with the foregoing provisions,
immediately take corrective action. The notice, when delivered to its Contractor or its authorized
representative at the site of the work, is deemed sufficient for this purpose. If the Contractor fails
or refuses to comply promptly, the Engineer may issue an order stopping all or part of the work
until satisfactory corrective action has been taken. No part of the time lost because of any such
stop orders may be made the subject of a claim for extension of time or for excess costs or
damages by the Contractor unless it is subsequently determined that the Contractor complied.
1.3 Environmental Regulatory Compliance
A. Within 30 days after receiving the notice to proceed or not less than 15 days prior to commencing
on -site work, the Contractor must submit any environmental documents that are required by
federal, state, or local environmental regulations. Plans must be approved by the Engineer prior
to commencing on -site work and must describe and include, but is not limited to, the following
1. Waste Minimization and Management Plan must describe how natural resources
potentially impacted by construction will be protected or managed; construction wastes will
be stored and disposed of or recycled; and pollutants associated with building materials
will be controlled. The waste minimization and management section of the plan must also
list materials and construction debris to be recycled and address the disposal of solid and
hazardous wastes and materials, including asbestos and lead -based paint. It must also
include tables applicable to the reclamation of chlorofluorocarbons (CFCs) and
hvdrochlorofluorocarbons (HCFCs) in accordance with the City recycling code and 1.4 (B)
below.
2. Environmental Compliance Plan must document NEPA compliance by describing
mitigation measures to address environmental concerns/sensitive receptors identified in
the National Environmental Policy Act (NEPA) document(s) in Section B. 1500,
Attachments, and as set out in the mitigation measures in the General Requirements.
1.4 Environmental Site Controls
A. Location of Hazardous Materials: The location of the Contractor's temporary storage of any
hazardous materials and/or wastes must be appropriately marked and included in the health and
Safety Plan (see Section 1.5 below).
CITY OF NEWPORT BEACH 01 3543 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
B. Post Construction Cleanup or Obliteration: The Contractor must remove and properly dispose of
all signs of temporary construction facilities such as haul roads, work area, structures, foundations
of temporary structures, excess or waste materials, or any other vestiges of construction as
directed by the Engineer. No separate or direct payment may be made for post construction
cleanup and all associated costs must be considered included in the contract price.
C. Dust Control: The Contractor must keep the site free from dust in accordance with applicable
regulations.
D. Noise Minimization: The Contractor must perform demolition and construction operations to
minimize noise including conducting work during less sensitive hours of the day in accordance
with the City Noise Ordinance.
1.5 Health and Safety
A. Prior to commencing on -site work, the Contractor must submit an Occupational Safety and Health
Administration (OSHA) Emergency Action Plan (EAP) to the Engineer to demonstrate compliance
by the Contractor and subcontractors with applicable OSHA regulations. If the Contractor is not
required by OSHA to develop a written EAP, i.e., if 10 or fewer are employed for the construction
project or any other specific regulations identified by OSHA, then the Contractor shall submit to
the Engineer a signed letter stating the Contractor shall meet OSHA's EAP requirements in a
verbal communication to all employees.
B. Copies of Material Safety Data Sheets (MSDSs) for any hazardous material(s), as defined by
OSHA's Hazard Communications Standard, must be included whenever such materials arrive on -
site. MSDSs must be kept together and maintained centrally on -site through to project completion.
Provide a copy of each MSDS in the Operating and Maintenance Manual. The use of asbestos
containing materials, more than one percent as defined by US Environmental Protection Agency
regulations, is prohibited in the construction of this project. Provide an executed copy of the
"Certificate of Asbestos and Lead -Based Paint (New Work)" in the Operating and Maintenance
Manual.
C. The use of lead -based paint is prohibited in the construction of this project.
D. The use of lead -containing solder for plumbing and plumbing fixtures is prohibited in the
construction of this project.
E. The Contractor must sign and submit to the Engineer a "Certification of Asbestos and Lead -Based
Paint" for this project.
F. See following exhibits for additional information.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
END OF SECTION
CITY OF NEWPORT BEACH 01 3543 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
Safety and Health and Related Environmental Requirements
The Contractor is required to meet all applicable OSHA, federal, state, and local safety, health, and related
environmental requirements in addition to the City requirement listed in this table.
Issue
City Requirements
Asbestos
Review of Facility Asbestos Survey: Before any building maintenance, equipment
installation, renovation, alteration, demolition, or other project begins, determine
whether ACBM will be disturbed.
Proper Work Practices: If ACBM is present, follow proper control procedures and
work practices.
Consultation with Facility Asbestos Coordinator: Consult with the facility manager or
his or her designee before the start of any work likely to disturb ACBM. Disturbance
means activities that crumble or pulverize ACBM or presumed asbestos -containing
material (PACM) or generate visible debris. Operations may include drilling,
abrading, cutting a hole, pulling cable, and crawling through tunnels or attics and
spaces above the ceiling where asbestos is actively disturbed or asbestos -
containing debris is actively disturbed.
Asbestos Work Authorization. You must have an approved Form 8210, Work
Authorization - Asbestos, before work begins within any building containing
asbestos.
Barricades, Barriers,
Your barricades must meet the OSHA requirements. In addition, you assume
and Warnings
control of your work area during your activities unless otherwise specified in writing
by the City Engineer (CE) or City Engineer's representative (CER).
Confined Spaces
Confined space work must meet the OSHA requirements. You must have a
comprehensive confined space program that includes a written program, employee
training, entry and testing equipment, and rescue capabilities.
If you require access to confined space requiring a permit, then the trained,
designated City representative must review and approve the project and permit.
Entry into other confined spaces must be in accordance with OSHA regulations.
Electrical Work
Lock or rope off work areas involving exposed energized equipment or have an
attendant present to prevent accidental contact by unqualified people. Refer to the
Barricade section of this guideline for additional information.
Elevated Work and Fall
Follow strictly the applicable OSHA fall protection requirements.
Protection
Excavation
All excavations 4 feet or more in depth must be properly shored or sloped and meet
all OSHA requirements.
Before any digging or drilling commences, inform the City COR and call Dig Safe or
its local equivalent to determine whether any underground utilities are in the work
area. Submit documentation that these notifications have been performed. You
must not begin digging or drilling until you have verified that underground utilities
have been identified and are properly marked so that work may be accomplished in
a safe manner.
Fire Protection
Do not block, remove, or otherwise prevent City fire extinguishers from being
immediately accessible and usable.
If a system must be impaired by a scheduled shutdown, notify the Engineer, and do
not proceed without the Engineer's authorization.
Hazard Communication
Inform the Engineer before any chemicals are used. Before materials are brought
on site, provide material safety data sheets (MSDSs) and an inventory of materials.
For projects that are anticipated to use substantial quantities of hazardous
materials, you may be required to provide a routing, storage, and waste disposal
plan.
CITY OF NEWPORT BEACH 01 3543 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
Hazardous Materials
Follow all OSHA requirements regarding hazardous materials. Hazardous materials
include, but are not limited to, flammable and combustible liquids, gasoline, diesel
fuel, motor oil, lubricating oil, hydraulic oil, corrosive cleaners, and battery acid.
Provide secondary containment for all containers of liquids that are over 5 gallons
in capacity.
Immediately report all hazardous material releases ("spills"), regardless of how
small or where they occur, to the designated Engineer. Releases include solids,
liquids, and gases.
Hot Work
Do not begin any hot work until the Engineer has completed and signed a City Hot
Work Permit. The permit will be valid for only a single work shift. You must display
the permit at the work site.
You are prohibited from performing hot work (a) when the City has not authorized it,
(b) in locations in which fire protection systems have been impaired, (c) in the
presence of explosive or flammable atmospheres, or (d) in locations were large
quantities of flammable and combustible materials are unprotected.
Powered Industrial
Powered industrial trucks and other mobile equipment must follow all traffic rules of
Trucks
the City facility. The maximum speed limit for in -plant powered vehicles is 5 miles
per hour. Many work areas have posted speed limits that you must strictly follow.
Perform refueling only in authorized locations following safe procedures.
As a rule, the City does not allow gas- or diesel -powered industrial equipment
inside City facilities. Coordinate exceptions to the rule through the City safety office.
Ladders
Strictly follow all OSHA requirements regarding ladders. Barricade the ladder use
area to prevent contact with mobile equipment and employees.
Lead -Based Paint
Review of Facility Lead Survey: Before any construction, alterations, and/or repair
activities begin, determine whether LBP will be disturbed. If the painted surface has
not been tested, you must have it tested before beginning any activities that could
potentially disturb LBP.
Proper Work Practices: If LBP is present, follow proper control procedures and
work practices.
Consultation with Engineer.- Consult with the Engineer before the start of any work
likely to disturb LBP. Examples of activities that may affect LBP include paint
removal by scraping, sanding, power tools, or heat guns; alterations that include
removing drywall, structural steel, or other building materials coated with LBP;
welding, cutting, or other hot work on coated metal surfaces; abrasive blasting of
mailboxes and other equipment; and moving or cleaning of abrasive blasting
enclosures.
Lockout/Tagout
Provide a copy of your lockout/tagout procedures, which must meet or exceed the
OSHA Lockout/Tagout standard. You will be given access to and must review the
City lockout/tagout program.
If you encounter a City lockout/tagout device that prevents the continuation of work,
do not make any attempts to remove, tamper with, or bypass the devices. Contact
the Engineer and plan to have the lockout device removed in accordance with City
lockout removal policies.
Personal Protective
Before beginning work, evaluate the work area for hazards, determine whether
Equipment
contract employees will be required to use personal protective equipment (PPE) to
protect themselves from these hazards, and document the hazard assessment.
Wear the PPE required regardless of your perception of hazard potential.
Regulated and
Pesticides. The City has restricted the use of pesticides. Obtain prior approval of
Prohibited Materials
the City environmental compliance coordinator for special cases that may require
the use of pesticide treatments.
Seventeen Chemical Prohibition. Adhere to chemical prohibition policies. Do not
use on City property any of the 17 chemicals prohibited by EPA unless the
Engineer authorizes its use (each of these chemicals must be authorized
CITY OF NEWPORT BEACH 01 3543 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
separately). The district environmental compliance coordinator can supply the list.
Asbestos -Free Products. Install no asbestos -containing products or materials in
City facilities.
Lead. Apply no lead -based paint in City facilities.
Scaffolding
Follow strictly the applicable OSHA scaffolding requirements.
Provide adequate barrier protection around the scaffolding to prevent hazards to
City staff.
Walking and Working
If the project requires temporary modifications to the means of egress, inform the
Surfaces
Engineer before performing such actions, provide appropriate alternative means of
egress, and communicated these to all employees.
CITY OF NEWPORT BEACH 01 3543 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
Emergency Procedures
Preparations for
Be prepared for emergency situations.
Emergency
Ensure that emergency telephone numbers are site specific, readily available, easily
read, and communicated to all employees.
Train and authorize employees to implement emergency procedures.
Medical Emergencies
Have procedures and medical supplies to provide emergency medical services for
your own personnel.
Determine how to contact emergency medical services before work begins and have
on -site capabilities to contact such services immediately.
Fires
See Fire Protection above.
In the event of a fire, you must:
- Immediately remove personnel from the area or building following City evacuation
procedures.
- Immediately contact the nearest City employee and inform him or her of the fire.
You may also activate an emergency alarm in the area. If no City employees are on -
site, immediately contact the local fire department.
Personnel trained in the use and limitations of fire extinguishers may attempt to
extinguish the fire if it is safe to do so.
Chemical Releases
See Hazardous Materials above.
If the event of a hazardous material release, you must:
- Immediately remove personnel from the area or building following City evacuation
procedures.
- Immediately contact the designated City representative and inform him or her of
the release. You may also activate an emergency alarm in the area. If no City
employees are on -site, immediately contact the local fire department.
Contractor personnel should not respond to the release unless specifically trained
and protected to perform hazardous material response.
Power Outages
In the event of a power outage, you must:
- Immediately stop work and assemble for a head count and possible facility egress.
- Inform all contract employees that equipment may automatically restart when
power resumes.
- Immediately contact the designated City representative and inform him or her of
the status of contract work and personnel head count. Relay at this time all hazards
created due to the power outage.
When power resumes evaluate the status of operations that were being performed
relative to hazard potential. For example, the interruption of ventilation in confined
spaces may generate atmospheric hazards.
Accident Investigation
As soon as is practical after an accident, investigate and document an accident
and Reporting
investigation. The documentation must describe the incident and identify the causes
and the corrective actions that will prevent future incidents.
Report all accidents, whether they result in injury. Give the written report to the
Engineer within 24 hours of the accident or incident.
CITY OF NEWPORT BEACH 01 3543 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
To:
Subject:
City facility name:
City facility address:
Certificate of Asbestos and Lead -Based Paint
(New Work)
City Engineer
Certification for new construction
Certification for new construction:
This Contractor/Owner hereby certifies that no asbestos -containing material more than 1 percent as defined by
applicable US Environmental Protection Agency regulations, and no lead -based paint has been furnished or
installed at the referenced project.
Contractor/Owner name:
Signature:
Address:
Telephone:
Date executed:
CITY OF NEWPORT BEACH 01 3543 - 7 Drawing No. B-5283-5
BALBOA PIER RESTROOM
RESTROOM REPAIR
SECTION 01 4000
QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 Contractor Quality Control
A. Contractor Quality Control: The Contractor is responsible for the overall quality of all its own work
and the work performed by their subcontractors working under this contract. The quality of any
part of the work installed must not be less than that required by the technical divisions of this
specification. If the Engineer determines that the quality of work does not conform to the
applicable specifications and drawings, the Contractor will be advised in writing of the areas of
nonconformance, and within 7 days the Contractor must correct the deficiencies and advise the
Engineer in writing of the corrective action taken.
B. Noncompliance with Quality Control Requirements: Failure of the Contractor to comply with the
above requirements may be cause for termination for default as defined in the contract
documents.
1.2 Submittals
A. Prior to the start of on -site work, the Contractor must submit to the Engineer a Contractor Quality
Control Plan that includes the following information:
1. Procedures for reviewing coordination drawings, shop drawings, certificates, certifications,
or other submittals.
2. Testing and inspection schedule, keyed to Construction Schedule, indicating tests and
inspections to be performed, names of persons responsible for inspection and testing for
each segment of work including preparatory, initial, and follow-up.
3. Proposed forms to be used including Contractor's Daily Report, Contractor Test and
Inspection Report and Non -Compliance Check -Off List.
B. Independent Testing and Inspection Laboratory (if any): Submit the following.
1. Name.
2. Address.
3. Telephone number.
4. Names of full-time registered engineer.
5. Responsible officer.
6. Copy of report of laboratory facilities inspection made by Materials Reference Laboratory
of National Bureau of Standards during most recent inspection, with memorandum of
remedies of any deficiencies reported by inspection.
1.3 Quality Control Procedures
A. Monitor quality control over Contractor staff, subcontractors, suppliers, manufacturer's, products,
services, site conditions, and workmanship.
B. Comply fully with manufacturer's published instructions, including each step-in sequence of
installation.
C. Should manufacturer's published instructions conflict with Contract Documents, request
clarification from the Engineer before proceeding.
D. Comply with specified standards as a minimum quality for work, except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Perform work by persons who are thoroughly qualified and trained in their respective trade, to
produce workmanship of specified quality.
CITY OF NEWPORT BEACH 01 4000 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 4000
QUALITY REQUIREMENTS
F. Perform tests required by governing authorities having jurisdiction and utilities having jurisdiction.
1.4 Testing and Inspection Laboratory Services
A. Selection and Payment:
1. The City shall select and pay for services of an Independent Testing and Inspection
Laboratory to perform specified testing and inspection.
2. Employment of Independent Testing and Inspection Laboratory in no way relieves
Contractor of obligation to perform work in accordance with requirements of Contract
Documents.
B. Quality Assurance:
1. Comply with requirements of all applicable ASTM standards.
2. Laboratory: Authorized to operate in State in which Project is located.
3. Laboratory Staff: Maintain a full-time registered engineer on staff to review services.
4. Testing Equipment: Calibrated at reasonable intervals with devices of and accuracy
traceable to either National Bureau of Standards or accepted values of natural physical
constraints.
C. Laboratory Responsibilities. Contractor shall ensure the Laboratory has the following
responsibilities and limits on authority:
1. Test samples of mixes submitted by Contractor.
2. Provide qualified personnel at Project site. Cooperate with the Engineer and Contractor in
performance of services.
3. Perform specified sampling, testing, and inspection of Products in accordance with
specified standards.
4. Determine compliance of materials and mixes with requirements of Contract Documents.
5. Promptly notify the Engineer of observed irregularities or non-conformance of work or
Products.
6. Submit one copy of all test results directly to the Engineer.
7. Perform additional tests as required by the Engineer.
8. Attend appropriate preconstruction meetings and progress meetings.
D. Limits on Authority. Contractor shall ensure the Laboratory has the following limits on authority:
1. Laboratory may not release, revoke, alter, or expand on requirements of Contract
Documents.
2. Laboratory may not approve or accept any portion of work.
3. Laboratory may not assume any duties of Contractors.
4. Laboratory has no authority to stop work.
1.5 Contractor Field Inspection and Testing
A. Contractor: Test and Inspect work provided under this Contract to ensure work is following
Contract requirements. Required tests and inspections are indicated in each individual
Specification Section and shall be performed as required by the City inspector.
B. Preparatory Inspection: Performed prior to beginning work and prior to beginning each segment
of work and includes:
1. Review of Contract requirements.
2. Review of shop drawings and other submittal data after return and approval.
3. Examination to assure materials and equipment conform to Contract requirements.
4. Examination to assure required preliminary or preparatory work is complete.
C. Initial Inspection: Performed when representative portion of each segment of work is completed
and includes:
1. Performance of required tests.
CITY OF NEWPORT BEACH 01 4000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 4000
QUALITY REQUIREMENTS
Quality of workmanship.
Review for omissions or dimensional errors.
Examination of products used, connections and supports.
Approval or rejection of inspected segment of work.
D. Follow -Up Inspections: Performed daily, and more frequently as necessary, to assure non-
complying work has been corrected.
E. Testing and Inspection: Perform testing and inspection in accordance with requirements in
individual Specification Sections.
1.6 Contractor's Daily Report
A. The Contractor shall maintain daily reports, and provide copies to the Engineer if requested, for
days that work was performed. Include the following information:
1. Date, weather, minimum and maximum temperatures, rainfall, and other pertinent weather
occurrences.
2. Daily workforce of Contractor and subcontractors, by trades.
3. Description of work started, ongoing work, and work completed by each subcontractor.
4. Coordination implemented between various trades.
5. Approval of substrates received from various trades.
6. Nonconforming and unsatisfactory items to be corrected.
7. Remarks
1.7 Contractor's Test and Inspection Reports
A. Prepare and submit to the Engineer, a written report of each test or inspection signed by
Contractor Quality Control Representative performing inspection within 2 days following day
inspection was made.
B. Include the following on written reports of inspection:
1. Cover sheet prominently identifying that inspection "CONFORMS" or "DOES NOT
CONFORM" to Contract Documents.
2. Date of inspection and date of report.
3. Project name, location, solicitation number, and Contractor.
4. Names and titles of individuals making inspection, if not Contractor's Project Field
Superintendent.
5. Description of Contract requirements for inspection by referencing Specification Section.
6. Description of inspection made, interpretation of inspection results, and notification of
significant conditions at time of inspection.
7. Requirements for follow-up inspections.
1.8 Non -Compliance Check -Off List
A. Maintain check -off list of work that does not comply with Contract Documents, stating specifically
what is non -complying, date faulty work was originally discovered, and date work was corrected.
No requirement to report deficiencies corrected same day it was discovered. Submit copy of Non -
Compliance Check -Off List of non -complying work items to the Engineer on a weekly basis.
1.9 Completion and Inspection of Work
A. Prior to final acceptance by the Engineer and issuance of a Certificate of Substantial Completion
and/or Notice of Completion, submit a certification signed by Contractor to the Engineer stating
that all work has been inspected and all work, except as specifically noted, is complete and in
compliance with Contract Documents.
CITY OF NEWPORT BEACH 01 4000 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
SECTION 01 4000
QUALITY REQUIREMENTS
END OF SECTION
CITY OF NEWPORT BEACH 01 4000 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 General
A. The Contractor must provide all temporary facilities and services required to complete the work
and to comply with OSHA and other applicable regulations.
B. The Contractor must maintain temporary facilities in a proper, safe, operating, and sanitary
condition for the duration of this Contract. Upon completion of this Contract, all such temporary
work and facilities shall be removed in their entirety.
1.2 Project Sign
A. The Contractor must construct and erect a minimum of two hard hat signs at locations designated
by the Engineer. The signs must be erected prior to the commencement of on -site work.
1.3 Sanitary Provisions
A. The Contractor must keep in neat and sanitary condition existing facilities for conveniences and
accommodations for the use of the construction personnel necessary to comply with the
requirements and regulations of the local department of health and of other authorities having
jurisdiction.
1.4 Approaches and Exits
A. The Contractor must provide all necessary approaches and exits required to properly execute the
work.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
END OF SECTION
CITY OF NEWPORT BEACH 01 5000 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 Product Options and Substitutions
A. Provide Products that comply with Contract Documents, which are undamaged and new at time
of installation.
B. Provide Products complete with accessories, trim, finish, safety guards, and other devices and
details needed for complete installation and intended use and effect.
1.2 Product Delivery Requirements
A. Transport and handle Products in accordance with manufacturer's instructions, using means and
methods that will prevent damage, deterioration, and loss, including theft.
B. Schedule Product delivery to minimize long-term storage at the Project sites and prevent
overcrowding of construction spaces.
C. Coordinate Product delivery with installation schedule to assure minimum holding time for items
that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses-
D. Deliver Products to Project site in undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling, storing,
unpacking, protecting, and installing.
E. Promptly inspect shipments to ensure that Products comply with project requirements, quantities
are correct, Products are undamaged, and properly protected.
F. Provide equipment and personnel to handle Products by methods to prevent soiling,
disfigurement, or damage.
1.3 Product Storage and Handling Requirements
A. Store and protect Products in accordance with manufacturers' published instructions, with seals
and labels intact and legible.
B. Store Products subject to damage by elements above ground, under cover in weathertight
enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity
within range required by manufacturer's published instructions.
C. For exterior storage of fabricated Products, place on sloped supports, above ground.
D. Provide off -site storage and protection when Project site does not permit on -site storage or
protection.
E. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to
avoid condensation or potential degradation of Product.
F. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with
foreign matter.
G. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement,
or damage.
H. Arrange storage of Products to permit access for inspection. Periodically inspect to verify
Products are undamaged and are maintained in acceptable condition.
CITY OF NEWPORT BEACH 01 6000 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
SECTION 01 6000
PRODUCT REQUIREMENTS
END OF SECTION
CITY OF NEWPORT BEACH 01 6000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7300
EXECUTION
PART 1 - GENERAL
1.1 Layout of Work
A. The Contractor must lay out its work to match existing or from City -established base lines and
benchmarks as indicated on the drawings. The Contractor shall be responsible for all
measurements based on them. The Contractor must furnish, at its own expense, all stakes,
templates, platforms, equipment, tools, materials, and labor as may be required in laying out any
part of the work from the base lines and benchmarks established by the City. The Contractor is
responsible for the execution of the work to those lines and grades established or indicated by
the Engineer.
1.2 Contractor's Temporary Use of Facilities and Equipment
A. No new facilities or equipment intended for the permanent installation, including materials -
handling vehicles, may be used for temporary purposes unless specified in the contract or unless
the Contractor has the written permission of the Engineer.
1.3 Cleaning
A. Cleaning During Construction:
1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and
orderly condition.
2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other
closed or remote spaces, prior to enclosing the space.
3. Broom and vacuum clean interior areas prior to start of surface finishing and continue
cleaning to eliminate dust.
4. Collect and remove waste materials, debris, and rubbish from site as specified in the
Environmental Compliance and Management Plan as required in Section 01 3543 -
Environmental Procedures.
B. Final Cleaning:
1. Use cleaning materials and agents recommended by manufacturer or fabricator of surface
to be cleaned. Do not use cleaning agents that are potentially hazardous to health or
property, or that might damage finished surfaces.
2. Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit of Work to condition expected from a commercial building cleaning and
maintenance program. Comply with manufacturer's published instructions.
3. Complete following cleaning operations before requesting the Engineer's inspection for
Substantial Completion.
a. Clean Project Site, yard, and grounds if applicable, in areas disturbed by
construction activities, including landscape development areas, of rubbish, waste
materials, litter and foreign substances. Sweep paved areas broom clean. Remove
petrol -chemical spills, stains, and other foreign deposits. Rake grounds that are
neither planted nor paved, to a smooth even -textured surface.
b. Remove tools, construction equipment, machinery, and surplus material from
Project Site.
C. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition,
free of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces. Restore reflective surfaces to their original
condition.
CITY OF NEWPORT BEACH 01 7300 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7300
EXECUTION
d. Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
e. Broom clean concrete floors in unoccupied spaces.
f. Provide final cleaning, waxing, and buffing of resilient tile, in accordance with
manufacturer's requirements.
g. Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other substances that are noticeable
vision -obscuring materials. Replace chipped or broken glass and other damaged
transparent materials. Polish mirrors and glass, taking care not to scratch surfaces.
h. Remove labels that are not permanent labels.
i. 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
that show evidence of repair or restoration. Do not paint over "UL" and similar labels,
including mechanical and electrical name plates.
j. Wipe surfaces of mechanical and electrical equipment, and other similar equipment.
Remove excess lubrication, paint and mortar droppings and other foreign
substances.
k. Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
I. Replace disposable air filters and clean permanent air filters. Clean exposed
surfaces of diffusers, registers, and grills. Clean ducts, blowers, and coils if units
were operated without filters during construction.
M. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace burned out bulbs, and defective and noisy starters in fluorescent and
mercury vapor fixtures.
n. Leave Project clean and ready for occupancy.
4. Remove temporary protection and facilities installed during construction to protect
previously completed installations during remainder of construction.
5. Comply with governing regulations and safety standards for cleaning operations. Remove
waste materials from Project Site and dispose of in accordance with requirements of local
authorities having jurisdiction.
a. Where extra materials of value remain after completion of construction have become
City property, store these materials as directed by the Engineer.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
END OF SECTION
CITY OF NEWPORT BEACH 01 7300 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART1 GENERAL
1.1 SUMMARY
A. Section includes: Procedures for achieving the most environmentally conscious Work feasible
within the limits of the Construction Schedule, Contract Sum, and available materials, equipment,
and products.
1. Participate in promoting efforts of the City to create an energy -efficient and
environmentally -sensitive structure.
2. Use recycled -content, toxic -free, and environmentally -sensitive materials and equipment.
3. Use environmentally -sensitive procedures.
a. Protect the environment, both on -site and off -site, during demolition and construction
operations.
b. Prevent environmental pollution and damage.
C. Effect optimum control of solid wastes.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work,
apply to the Work of this Section. Additional requirements and information necessary to complete
the Work of this Section may be found in other documents and prevailing City Ordinances.
C. Related Sections:
1. Section 01 4000 - Quality Requirements: Contractor's Daily Report.
2. Section 01 5000 - Temporary Facilities and Controls: Temporary ventilation, progress
cleaning and waste removal.
3. Section 01 6000 - Product Requirements: Substitutions.
4. Section 02 4119 — Selective Structure Demolition.
1.2 DEFINITIONS
A. Adequate ventilation: Ventilation, including air circulation and air changes, required to cure
materials, dissipate humidity, and prevent accumulation of dust fumes, vapors, or gases.
B. Construction and demolition waste: Include solid wastes, such as building materials, packaging,
rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition
operations.
1. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes,
glass, crockery, metal and lumber scrap, metal cans, and bones.
2. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree
trimmings that result from construction or maintenance and repair work.
C. Chemical waste: Includes petroleum products, bituminous materials, salts, acids, alkalis,
herbicides, pesticides, organic chemicals, and inorganic wastes.
D. Diversion: Redirection of waste ordinarily deposited in a municipal landfill to a recycling facility or
to another destination for reuse.
E. Environmental pollution and damage: The presence of chemical, physical, or biological elements
or agents which adversely affect human health or welfare; unfavorably alter ecological balances;
or degrade the utility of the environment for aesthetic, cultural, or historical purposes.
F. Hazardous materials: Includes pesticides, biocides, and carcinogens as listed by recognized
authorities, such as the Environmental Protection Agency (EPA) and the International Agency for
Research on Cancer (IARC).
CITY OF NEWPORT BEACH 01 7419 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
G. Interior final finishes: Materials and products that will be exposed at interior, occupied spaces;
including flooring, wallcovering, finish carpentry, and ceilings.
H. Municipal Solid Waste Landfill: A permitted facility that accepts solid, non -hazardous waste such
as household, commercial, and industrial waste, including construction and demolition waste.
I. Packaged dry products: Materials and products that are installed in dry form and are delivered to
the site in manufacturer's packaging; including carpets, resilient flooring, ceiling tiles, and
insulation.
J. Sediment: Soil and other debris that has been eroded and transported by storm or well
production runoff water.
K. Sanitary wastes:
1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or
consumption of food.
2. Sewage: Domestic sanitary sewage.
L. Wet products: Materials and products installed in wet form, including paints, sealants, adhesives,
and special coatings.
3 SUBMITTALS
A. Solid Waste Management and Environmental Protection Plan: Prepare and submit at the
Preconstruction Meeting a Solid Waste Management and Environmental Protection Plan
including, but not limited to, the following:
1. Procedures for Recycling/Re-Use Program in compliance with the City recycling code.
2. Schedule for application of interior finishes.
3. Revise and resubmit Solid Waste Management and Environmental Protection Plan as
required by the City.
a. Approval of the Contractor's Solid Waste Management and Environmental Protection
Plan, will not relieve the Contractor of responsibility for adequate and continuing
control of pollutants and other environmental protection measures.
B. With each Contractor's Report as specified in Section 01 4000 — Quality Requirements, submit an
updated Summary of Solid Waste Disposal and Diversion. Submit on form in Appendix A of this
Section. Include manifests, weight tickets, receipts, and invoices specifically identifying the
Project and waste material for:
1. Municipal Solid Waste Landfills.
2. Recycling/Reuse Facilities.
C. With Record Submittals as specified in Section 01 7704 - Closeout Procedures and Training,
submit the following:
1. Final Summary of Solid Waste Disposal and Diversion. Submit on form in Appendix A of
this Section.
2. Resource Conservation and Recovery Act Project Summary. Submit on form in Appendix
B of this Section.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.1 RECYCLING AND REUSE
CITY OF NEWPORT BEACH 01 7419 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
A. Collection: Implement a recycling/reuse program that includes separate collection of waste
materials of the following types as appropriate to local and regional recycling/reuse facilities:
1. Metal.
a. Ferrous.
b. Non-ferrous.
2. Wood.
3. Debris.
4 Concrete tiles.
5. Others as appropriate.
B. Recycling/reuse centers: Contact governmental solid waste offices, Environmental Protection
Agency (EPA) regional offices, and applicable non-profit organizations.
1. Metal.
2. Wood.
3. Debris.
4 Concrete tiles.
5. Others as appropriate.
C. Handling:
1. Clean materials which are contaminated prior to placing in collection containers. Deliver
materials free of dirt, adhesives, solvents, petroleum contamination, and other substances
deleterious to recycling process.
2. Arrange for collection by or delivery to the appropriate recycling or reuse facility.
D. Participate in re -use programs: identify local and regional re -use programs, including but not
limited to non-profit organizations such as schools, local housing agencies, and public arts
programs, that accept used materials. The following are examples for contractor's information
only.
1. National materials exchange network, such as CAL -MAX a free service provided by various
state and regional offices, designed to help businesses find markets for materials that
traditionally would be discarded. The premise of the program is that material discarded by
one business may be a resource for another business.
a. Items and regions covered by materials exchange programs may vary. Contact the
applicable regional materials exchange program. In California, contact CAL -MAX at
(916) 255-2369.
2. Habitat For Humanity, a non-profit housing organization that rehabilitates and builds
housing for low income families.
a. Sites requiring donated materials vary. Contact the national hotline (800) HABITAT.
E. Rebates, tax credits, and other savings obtained for recycled or re -used materials accrue to
Contractor.
3.2 ENVIRONMENTAL CONTROLS
A. Protection of natural resources: Preserve the natural resources within the Project boundaries and
outside the limits of permanent Work performed under this Contract in their existing condition or
restore to an equivalent or improved condition as approved by the Engineer, upon completion of
the Work.
1. Confine demolition and construction activities to work area limits indicated on the Drawings
and as directed by the Engineer.
a. Temporary construction: As specified in Section 01 5000 - Temporary Facilities and
Controls.
b. Demolition and salvage operations: As specified in Section 02 4119 - Selective
Structure Demolition.
CITY OF NEWPORT BEACH 01 7419 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
C. Disposal operations for demolished and waste materials that are not identified to be
salvaged, recycled or reused:
1) Remove debris, rubbish, and other waste materials resulting from demolition
and construction operations, from site.
2) No burning permitted.
3) Transport materials with appropriate vehicles and dispose off -site to areas
which are approved for disposal by governing authorities having jurisdiction.
4) Avoid spillage by covering and securing loads when hauling on or adjacent to
public streets or highways. Remove spillage and sweep, wash, or otherwise
clean project site, streets, or highways.
5) Comply with applicable regulations.
2. Water resources as follows:
a. Comply with requirements of the National Pollutant Discharge Elimination System
(NPDES) and the State Pollutant Discharge Elimination System (SPDES).
b. Oily substances: Prevent oily or other hazardous substances from entering the
ground, drainage areas, or local bodies of water.
1) Store and service construction equipment at areas designated for collection of
oil wastes.
C. Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito
breeding habitat.
d. Prevent run-off from site during demolition and construction operations.
3. Land resources: Prior to construction, identify land resources to be preserved within the
Work area. Do not remove, cut, deface, injure, or destroy land resources including trees,
shrubs, vines, grasses, top soil, and land forms without permission from The City.
4. Air Resources: Prevent creation of dust, air pollution, and odors.
a. Use water sprinkling, temporary enclosures, and other appropriate methods to limit
dust and dirt rising and scattering in air to lowest practical level.
1) Do not use water when it may create hazardous or other adverse conditions
such as flooding and pollution.
b. Store volatile liquids, including fuels and solvents, in closed containers.
C. Properly maintain equipment to reduce gaseous pollutant emissions.
d. Interior final finishes: Schedule construction operations involving wet products prior
to packaged dry products to the greatest extent possible in accordance with The City
approved Solid Waste Management and Environmental Protection Plan.
e. Temporary Ventilation: As specified in Section 01 5000 - Temporary Facilities and
Controls, and as follows:
1) Provide adequate ventilation during and after installation of interior wet
products and interior final finishes.
2) Provide adequate ventilation of packaged dry products prior to installation.
Remove from packaging and ventilate in a secure, dry, well -ventilated space
free from strong contaminant sources and residues. Provide a temperature
range of 60-degrees F minimum to 90-degree F maximum continuously during
the ventilation period. Do not ventilate within limits of Work unless otherwise
approved by City Engineer.
f. Pre -occupancy ventilation: After final completion and prior to initial occupancy,
provide adequate ventilation for minimum 5 days. Pre -occupancy ventilation
procedures:
1) Use supply air fans and ducts only;
2) Temporarily seal exhaust ducts;
3) Temporarily disable exhaust fans;
4) Provide exhaust through operable windows or temporary openings.
5) Provide temporary exhaust fans as required to pull exhaust air from deep
interior locations. Stair towers may be used for exhausting air from the building
during the temporary ventilation.
CITY OF NEWPORT BEACH 01 7419 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
6) After pre -occupancy ventilation and prior to final testing and balancing of HVAC
system, replace air filters and make HVAC system fully operational.
5. Fish and Wildlife Resources: Manage and control construction activities to minimize
interference with, disturbance of, and damage to fish and wildlife.
6. Noise Control: Perform demolition and construction operations to minimize noise.
Perform noise producing work in less sensitive hours of the day or week as directed by the
Engineer.
a. Repetitive, high level impact noise will be permitted only between the hours permitted
in the City Noise Ordinance. Do not exceed the limitations specified by OSHA.
b. Provide equipment, sound -deadening devices, and take noise abatement measures
that are necessary for compliance.
END OF SECTION
CITY OF NEWPORT BEACH 01 7419 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
Appendix A
Project Name:
Contractor Name:
Contractor Address:
SUMMARY OF SOLID WASTE DISPOSAL AND DIVERSION
License Number:
Solid Waste
Material
Date
Material
Disposed/
Diverted
Amount
Disposed/
Diverted
(ton or cu.yd)
Municipal Solid
Waste Facility
(name, address, &
phone number)
Recycling/Reuse
Facility
(name, address, &
phone number)
Comments
(if disposed,
state why
not diverted)
Asphalt
Concrete
Metal
Wood
Debris
Glass
Clay brick
Paper/
Cardboard
Plastic
Gypsum
Paint
Carpet
Other:
Signature: Date:
Appendix B
RESOURCE CONSERVATION AND RECOVERY ACT - PROJECT SUMMARY
Project Name:
Contractor Name: License Number:
Contractor Address:
CITY OF NEWPORT BEACH 01 7419 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
2.0 SPECIFICATIONS
NOT USED
3.0 SOLID WASTE PREVENTION
A. Total dollar amount of solid waste disposed (landfill) for this project.
B. Total weight of solid waste disposed (landfill) for this project. $
4.0 RECYCLING
A. Total dollar value of solid waste diverted from landfill and recycled or reused for this project.
(Express as total dollar amount for solid waste disposal in landfill for equivalent type and amount
of diverted waste.)
B. Total weight of solid waste diverted from landfill and recycled or reused for this project. (Express
as total weight for solid waste disposal in landfill for equivalent type and amount of diverted
waste.)
$
5.0 COMMENTS
A. Comments and suggestions for increasing amount of recycled materials used in construction
materials.
B. Comments and suggestions for improving solid waste prevention and recycling efforts during
construction.
Signature: Date:
CITY OF NEWPORT BEACH 01 7419 - 7 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7704
CLOSEOUT PROCEDURES AND TRAINING
PART 1 - GENERAL
1.1 Manuals
A. Purpose: Operation and maintenance manuals are for the training of, and use
by, City employees in the operation and maintenance of the systems and related
equipment as specified below. The manuals must consist of instruction on
systems and equipment. A separate manual or chapter must be prepared for
each of the following classes of equipment or system where applicable-
1 . Elevator Interiors.
2. Miscellaneous building equipment and systems.
B. Content: Unless otherwise indicated, each chapter must contain the following,
as applicable:
1. Introduction.
2. Table of contents.
3. Description of system (including design intent and considerations).
C. Preparation: The outline below is intended as a general guide for preparing the
manuals. The manuals must be prepared to provide for the optimum operation
and maintenance of the various systems. The description of systems and general
operating instructions for plumbing and electrical manuals may cover only
complicated or unusual parts of these systems, such as sewage ejectors,
transformers, high tension switchgear, and signal and alarm systems.
Manufacturer's literature and data must be those of the actual equipment installed
under contract for the facility. Further guidance is available in the ASHRAE
Handbook, 1984, Systems Volume, Chapter 39, Mechanical Maintenance.
D. Suggested Outline for Operation and Maintenance (O&M) Manuals: This is a
suggested outline, with general requirements of O&M manuals. The outline is
presented to indicate the extent of material to be covered and the individual items
required in manuals for major facilities. The outline may be modified to suit
specific installations; however, the purpose of the manual must be fulfilled. The
manual is not intended to duplicate manufacturers' data, but proper references
must be made in the text of the O&M manual to indicate that that information is
applicable and where it is located.
1. Part I. Description and Design Intent
a. Introduction
1) Provide a brief description of project and purpose of the
maintenance manual. The following statements must be
included: "Operation and maintenance of this equipment must
be performed in accordance with this manual and posted
instructions, subject to compliance with applicable technical
guides and standards issued by the City. It is recognized that
minor changes in control points and settings will be required,
based on actual operating experience, to correct varying
CITY OF NEWPORT BEACH 01 7704 -1 Drawing No. -
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SECTION 01 7704
CLOSEOUT PROCEDURES AND TRAINING
conditions and improve operation. When such changes appear
necessary, they must be submitted to the maintenance manager
for consideration. Upon approval of any changes, the applicable
portions of all copies of the manual and proposed instructions
must be revised and reissued, and any change in operating
procedure brought to the attention of all operating personnel."
2) "This manual is specifically developed to assist the City official
in charge at the facility to operate and maintain the building
systems and equipment. Manufacturers' recommendations set
forth for certain components must be followed during the
complete warranty period for that equipment."
3) Contents of Manual. This portion of the introduction must explain
that the manual is to contain complete operating, maintenance,
and safety instructions for all equipment listed. It must also
contain any other appropriate references as required to outline
an explanation of the manuals and major categories of reference
material required with the manuals.
b. Table of Contents
1) The table of contents must list numbers and titles of chapters,
sections, and main paragraphs, with their page numbers. Each
volume in a set of manuals must contain its own table of
contents. Publications containing 10 or more illustrations or
tables must include a list of illustrations or tables, as applicable.
These lists must show number, title, and page number of each
illustration and table. Following is a typical table of contents:
a. Electrical Systems
1.) Incoming Service
2.) Electrical power distribution
3.) Electrical Transformer
b. Miscellaneous Building Equipment
2. Part II. Operating Sequence and Procedures
a. Contents: Each chapter must describe the procedures necessary for
City personnel to operate the system and equipment covered in that
chapter.
b. Operating Procedures:
1) Startup: Give complete instructions for energizing the equipment
and making initial settings and adjustments whenever
applicable.
2) Operation: Give detailed instructions in proper sequence for
each mode of operation.
CITY OF NEWPORT BEACH 01 7704 - 2 Drawing No. -
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CLOSEOUT PROCEDURES AND TRAINING
3) Emergency Operation: If some functions of the equipment can
be operated while other functions are disabled, give instructions
for operations under these conditions.
4) Shutdown: Include instructions for stopping and securing the
equipment after operation. If a sequence is required, give step-
by-step instructions in that order.
3. Part III. Maintenance Instructions and Requirements
a. Contents: Each chapter must describe the procedures necessary for
City personnel to perform the maintenance on the systems and
equipment covered in that chapter. Emphasis must be placed on the
method of mechanical control of systems and equipment from a
maintenance standpoint.
b. Manufacturers' Brochures: Include manufacturers' descriptive
literature covering devices used in the system, together with
illustrations, exploded views, and renewal parts lists. This section
must also include special devices manufactured by the Contractor.
C. Special Maintenance: Provide information of a maintenance nature
covering warranty items that have not been discussed elsewhere.
d. Warranty: Include a copy of the "special" or extended warranty in the
operation and maintenance manual.
E. Submittal, In both "hard" and electronic DVD, CD-ROM or flash drive format:
1. Preliminary Submittal: Two draft copies of the completed manuscript
for items in this outline must be submitted to the City Engineer for
review within 30 days after approval of equipment to be provided.
One copy will be returned to the Contractor within 15 days after
submittal and, if required, must be revised, and resubmitted within 15
days.
2. Final Submittal: four complete sets of manuals must be furnished to
the Engineer not later than 30 days before completion of the project.
3. Final Submittal must be accepted by the Engineer before training can
begin.
1.2 Other Closeout Submittals
A. Additional requirements for Systems Manuals, Operating Instructions, Training,
and other deliverables are contained in individual Specification Sections. All
closeout requirements must be provided to and accepted by the Engineer prior
to requesting final payment. Examples of additional closeout requirements
include, but are not limited to, the following
1. Final Punch -List with all items certified as complete.
CITY OF NEWPORT BEACH 01 7704 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 01 7704
CLOSEOUT PROCEDURES AND TRAINING
2. Record "As Built" Drawings, the Contractor shall submit certified As -
Built Record Drawings and Specifications in the quantities and media
specified.
3. Warranty, the Contractor shall submit all transferable guarantees and
warranties for equipment, materials and installations furnished by any
manufacturer, supplier, or installer.
4. Signed Asbestos and Lead -Based Paint Certificate.
5. Survey Report.
6. Material Safety Data Sheets
7. Signed and sealed Contractor Release of Claims.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
END OF SECTION
CITY OF NEWPORT BEACH 01 7704 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 02 4119
SELECTIVE STRUCTURE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for demolition and removal of existing building elements.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of
Work, apply to the Work of this Section. Additional requirements and information necessary to
complete the Work of this Section may be found in other documents.
C. Related Sections:
1. Section 01 3543 - Environmental Procedures: Recycling and reuse of waste materials.
1.2 SYSTEM DESCRIPTION
A. The extent of Selective Demolition Work is that Work necessary and required to facilitate the new
construction indicated.
B. Demolition shall be such that all construction, new and existing, can be performed, and completed
in accordance with the construction documents.
C. The contractor shall visit the project site and familiarize himself with the existing conditions and
project requirements.
D. Verify the scope of the Work under this Section including salvage material. The City will be
responsible for removing all materials and equipment which the City wishes to salvage prior to
the beginning of this Work.
1.3 QUALITY ASSURANCE
A. Performance Criteria:
1. Requirements of Structural Work: Do not cut structural work in a manner resulting in a
reduction of load -carrying capacity of load/deflection ratio.
2. Operational and Safety Limitations: Do not cut operational elements and safety -related
components in a manner resulting in a reduction of capacities to perform in a manner
intended or resulting in a decreased operational life, increased maintenance or decreased
safety.
3. Visual Requirements: Do not cut work which is exposed on the exterior or exposed in
occupied spaces of the building in a manner resulting in a reduction of visual qualities or
resulting in substantial evidence of the demolition work judged by the Engineer to be cut
and patched in a visually unsatisfactory manner.
4. Loading: Do not superimpose loads at any point upon existing structure beyond design
capacity including loads attributable to materials, construction equipment, demolition
operations and shoring and bracing.
5. Vibration: Do not use means, methods, techniques, or procedures which would induce
vibration into any element of the structure.
6. Fire: Do not use means, methods, techniques, or procedures which would produce any
fire hazard unless otherwise approved by the Engineer.
7. Water: Do not use means, methods, techniques, or procedures which would produce
excessive water run-off, and water pollution.
CITY OF NEWPORT BEACH 02 4119 -1 Drawing No. -
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SECTION 02 4119
SELECTIVE STRUCTURE DEMOLITION
8. Air Pollution: Do not use means, methods, techniques, or procedures which would produce
uncontrolled dust, fumes, or other damaging air pollution.
1.4 PROJECT SITE
A. Indicated "Existing Construction" was obtained from existing drawings or other information which
may not reflect actual conditions. The Contractor shall verify all existing conditions and notify the
Engineer of discrepancies before proceeding with the Work.
B. Perform the removal, cutting, drilling, etc., of existing work with extreme care, and using small
tools in order not to jeopardize the structural integrity of the building.
C. Occupancy: Contractor shall have full use of the facility during construction.
D. Condition of Structure: The City assumes no responsibility for the actual condition of portions of
the structure to be demolished.
E. Partial removal: Items of salvageable value to the Contractor may be removed from the structure
as the work progresses if not claimed by the City. Salvaged items must be transported from the
site as they are removed.
F. Protection: Make sure that the safe passage of persons around the area of demolition is
maintained during the demolition operation. Conduct operations to prevent injury to adjacent
buildings, structures, other facilities, and persons.
1.5 PROTECTION OF EXISTING CONSTRUCTION
A. Provide temporary protection of existing construction (floors, roof, and walls) when adjoining new
work and in traffic areas.
B. Provide temporary construction, constructed of framing and plywood, to protect existing
construction and surrounding surfaces from damage by movement of materials and personnel.
C. The contractor is responsible for all damage to existing structure and shall replace or repair all
areas of damage.
D. Repair, replace, or rebuild existing construction as required or as directed which has been
removed, altered, or disrupted to allow for new construction. Existing construction shall be
corrected to match adjacent construction, new or existing.
E. Perform cutting of existing concrete and masonry construction with saws and core drills. Do not
use jackhammers or explosives.
1.6 SHORING AND BRACING
A. Provide temporary shoring of existing construction to allow removal of existing structural
elements. Maintain shoring until new structural elements are in place and accepted by the
Engineer and City Inspector(s).
CITY OF NEWPORT BEACH 02 4119 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 02 4119
SELECTIVE STRUCTURE DEMOLITION
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7300 - Execution: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions
are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory
execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions
have been corrected and approved by the Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting
unsuitable conditions encountered at no additional cost to the City.
3.2 PREPARATION
A. Temporary Support: Provide adequate temporary support for work to be cut to prevent failure.
Do not endanger other work.
B. Provide adequate protection of other work during selective demolition to prevent damage and
provide protection of the work from adverse weather exposure.
3.3 PROCEDURE
A. Employ only skilled tradesmen to perform selective demolition.
B. Cut work by methods least likely to damage work to the retained and work adjoining.
C. In general, where physical cutting action is required, cut work with sawing, and grinding tools, not
with hammering and chopping tools. Core drill openings through concrete and masonry work.
D. Patch with seams which are durable and as invisible as possible. Comply with specified
tolerances for the work.
E. Where selective demolition terminates at a surface or finish to remain, completely remove all
traces of material selectively demolished, including mortar beds. Provide smooth, even, substrate
transition.
3.4 POLLUTION CONTROLS
A. Use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising
and scattering in the air to the lowest practical level. Comply with AQMD standards.
B. Comply with governing authorities pertaining to environmental protection.
1. Protect natural resources as specified in Section 01 3543 - Environmental Procedures.
CITY OF NEWPORT BEACH 02 4119 - 3 Drawing No. -
UTILITY YARD
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SECTION 02 4119
SELECTIVE STRUCTURE DEMOLITION
C. Clean adjacent portion of the structure and improvement of dust, dirt and debris caused by
demolition operations, as directed by the Engineer and governing authorities. Return adjacent
areas to its condition prior to the start of the work.
3.5 DISPOSAL OF DEMOLISHED MATERIALS
A. Collect, recycle, reuse, and dispose of demolished materials as specified in Section 01 3543 -
Environmental Procedures and as approved by the City in the Solid Waste Management and
Environmental Protection Plan.
3.6 SCHEDULE OF SELECTIVE DEMOLITION
A. Provide additional selective demolition as indicated and required by the Contract Documents and
as required for indicated new construction.
B. Items for demolition covered under the plans and these specifications include steel frame with
wire, selective demolition, and as shown on drawings.
C. Payment for items of work covered in the plans and Division 2 specification will be based on the
lump sum bid price for building demolition and removals, no additional compensation will be
allowed.
END OF SECTION
CITY OF NEWPORT BEACH 02 4119 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 1000
CONCRETE FORMING AND ACCESSORIES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes
1. Formwork for cast -in place concrete, with shoring, bracing and anchorage.
2. Openings for other work.
3. Form accessories.
4. Form stripping.
B. Related Documents: The Contract Documents, as defined in - Summary of
Work, apply to the Work of this Section. Additional requirements and
information necessary to complete the Work of this Section may be found in
other documents.
C. Related Sections:
1. Section 32 1313 — Concrete Paving: Supply of concrete accessories for
placement by this section.
1.2 REFERENCES
A. American Concrete Institute (ACI)-
1 . ACI 301 - Structural Concrete for Buildings.
2. ACI 318 - Building Code Requirements for Reinforced Concrete.
3. ACI 347 - Recommended Practice For Concrete Formwork.
B. United States Department of Commerce Product Standard (PS):
1. PS 1 - Construction and Industrial Plywood.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Product Data: Provide data on void form materials and installation
requirements. Submit data on form -coating materials.
2. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and
arrangement of joints and ties.
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 347.
CITY OF NEWPORT BEACH 03 1000 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 1000
CONCRETE FORMING AND ACCESSORIES
B. Where necessary, design formwork under direct supervision of a Professional
Engineer experienced in design of formwork and licensed in State where
Project is located at no additional cost to the City.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
products.
B. Deliver void forms and installation instructions in manufacturer's packaging.
C. Store off ground in ventilated and protected manner to prevent deterioration
from moisture.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Environmental Impact-
1. Formwork: Reuse forms to greatest extent possible without damaging
structural integrity of concrete and without damaging aesthetics of
exposed concrete.
PART 2 - PRODUCTS
2.1 WOOD FORMS
A. Forms for Exposed Finish Concrete: Plywood panels, to provide continuous,
straight, smooth, exposed surfaces. Furnish in largest practicable sizes to
minimize number of joints and to conform to joint system shown on drawings.
1. Plywood complying with U.S. Product Standard PS-1 "B-B (Concrete
Form) Plywood," Class I, Exterior Grade or better, mill -oiled and
edge -sealed, with each piece bearing legible inspection trademark.
B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other
acceptable material. Provide lumber dressed on at least 2 edges and one side
for tight fit.
C. Lumber: Construction grade; with grade stamp clearly visible.
2.2 PREFABRICATED FORMS
CITY OF NEWPORT BEACH 03 1000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 1000
CONCRETE FORMING AND ACCESSORIES
A. Preformed Steel Forms: Minimum 16 gage, well matched, tight fitting, stiffened
to support weight of concrete without deflection detrimental to tolerances and
appearance of finished surfaces.
B. Void Forms (Carton Forms): Moisture resistant treated paper faces,
biodegradable, structurally sufficient to support weight of wet concrete mix until
initial set. Thickness indicated on drawings.
C. Tubular Column Type: Metal or fiberglass -reinforced plastic. Provide units with
sufficient wall thickness to resist wet concrete loads without deformation.
D. Forms for Textured Finish Concrete: Units of face design, size, arrangement,
and configuration to match the control sample. Provide solid backing and form
supports to ensure stability of textured form liners.
2.3 ACCESSORIES
A. Form Ties: Factory -fabricated, removable or snap -off type, metal, of fixed or
adjustable length as applicable, with cone ends. Designed to prevent form
deflection and to prevent spalling concrete upon removal. Back break
dimension, 1-1/2 inch from exposed concrete surface. Provide ties that, when
removed, will leave holes not larger than 1-inch diameter in concrete surface.
B. Form Release Agent: 100 percent biodegradable colorless agent which will not
stain concrete, or absorb moisture, or impair natural bonding or color
characteristics of subsequent coatings intended for use on concrete surfaces.
Zero VOC.
1. Envirolux by Conspec,
2. SMD-10 Soy Form Release by Strategic Market Development
3. Bio-Form by Leahy -Wolf,
4. Or equal as permitted in Section 01 6000 - Product Requirements:
Product options and substitutions.
C. Corners: Chamfered, wood strip 3/4x3/4-inch size; maximum possible lengths.
D. Dovetail Anchor Slot: Galvanized steel, 22-gage thick, foam filled, release tape
sealed slots, anchors for securing to concrete formwork.
E. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of
sufficient strength and character to maintain formwork in place while placing
concrete.
F. Waterstops (Rubber/PVC): Rubber or Polyvinyl chloride, minimum 1,750
tensile strength, minimum 50 degrees F to plus 175 degrees F working
CITY OF NEWPORT BEACH 03 1000 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 1000
CONCRETE FORMING AND ACCESSORIES
temperature range, width as indicated on Drawings, maximum possible lengths,
ribbed profile, preformed corner sections, heat welded jointing.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7300 - Execution: Verification of existing conditions before starting
work.
B. Verification of Conditions: Verify that field measurements, surfaces, and
conditions are as required, and ready to receive Work.
1. Verify lines, levels and centers before proceeding with formwork. Ensure
that dimensions agree with Drawings.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected and approved by the
Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to City.
3.2 EARTH FORMS
A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing
concrete.
3.3 FORMWORK INSTALLATION
A. Install formwork, shoring and bracing to achieve design requirements, in
accordance with requirements of ACI 347R.
B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork
subject to overstressing by construction loads.
C. Arrange and assemble formwork to permit dismantling and stripping. Do not
damage concrete during stripping. Permit removal of remaining principal
shores.
D. Align joints and make watertight. Furnish in largest available sizes to minimize
number of joints and to conform to joint system indicated on Drawings.
CITY OF NEWPORT BEACH 03 1000 - 4 Drawing No. -
UTILITY YARD
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SECTION 03 1000
CONCRETE FORMING AND ACCESSORIES
E. Obtain the Engineer's approval before framing openings in structural members
which are not indicated on Drawings.
F. Provide chamfer strips on external corners of concrete members, to produce
uniform, smooth lines and tight edge joints.
G. Install void forms in accordance with manufacturer's published instructions.
Protect forms from moisture or crushing.
3.4 FORM RELEASE AGENT APPLICATION
A. Apply form release agent on formwork in accordance with manufacturer's
published instructions.
B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded
items.
C. Do not apply form release agent where concrete surfaces will receive special
finishes or applied coverings which are affected by agent. Soak inside surfaces
of untreated forms with clean water. Keep surfaces coated prior to placement
of concrete.
3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. Provide formed openings where required for items to be embedded in passing
through concrete work.
B. Locate and set in place items which will be cast directly into concrete.
C. Coordinate with work of other sections in forming and placing openings, slots,
recesses, sleeves, bolts, anchors, other inserts, and components of other
Work.
D. Install accessories in accordance with manufacturer's published instructions,
straight, level, and plumb. Ensure items are not disturbed during concrete
placement.
E. Provide temporary ports or openings in formwork where required to facilitate
cleaning and inspection. Locate openings at bottom of forms to allow flushing
water to drain.
F. Close temporary openings with tight fitting panels, flush with inside face of
forms, and neatly fitted so joints will not be apparent in exposed concrete
surfaces.
CITY OF NEWPORT BEACH 03 1000 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 1000
CONCRETE FORMING AND ACCESSORIES
G. Install water stops in accordance with manufacturer's published instructions
continuous without displacing reinforcement. Seal joints watertight.
3.6 FORM CLEANING
A. Clean forms as erection proceeds, to remove foreign matter within forms.
B. Clean formed cavities of debris prior to placing concrete.
C. Flush with water or use compressed air to remove remaining foreign matter.
Ensure that water and debris drain to exterior through clean -out ports.
D. During cold weather, remove ice and snow from within forms. Do not use de-
icing salts. Do not use water to clean out forms, unless formwork and concrete
construction proceed within heated enclosure. Use compressed air or other
means to remove foreign matter.
3.7 CONSTRUCTION
A. Site Tolerances:
1. Construct formwork to maintain tolerances required by ACI 301 and ACI
347.
2. Camber slabs and beams 1/4 inch per 10 feet in accordance with ACI
301.
3.8 FIELD QUALITY CONTROL
A. Section 01 4000 - Quality Requirements: Field inspection and testing.
B. Inspect erected formwork, shoring, and bracing to ensure that work is in
accordance with formwork design, and that supports, fastenings, wedges, ties,
and items are secure.
3.9 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to
carry its own weight and imposed loads.
B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against
finish concrete surfaces scheduled for exposure to view.
C. Store removed forms in manner that surfaces to be in contact with fresh
concrete will not be damaged. Discard damaged forms.
END OF SECTION
CITY OF NEWPORT BEACH 03 1000 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 2000
CONCRETE REINFORCEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Reinforcing steel bars.
2. Reinforcement accessories.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other documents.
C. Related Sections-
1. Section 03 3000 - Cast -in -Place Concrete: Coordination between concrete
placement and reinforcing.
1.2 REFERENCES
A. American Concrete Institute (ACI):
1. ACI 301 - Structural Concrete for Buildings.
2. ACI 318 - Building Code Requirements for Reinforced Concrete.
3. ACI SP-66 - American Concrete Institute - Detailing Manual.
B. American Society for Testing and Materials (ASTM):
1. ASTM A 184 - Fabricated Deformed Steel Bar Mats for Concrete
Reinforcement.
2. ASTM A 615 - Deformed and Plain Billet Steel Bars for Concrete
Reinforcement.
3. ASTM A 704 - Welded Steel Plain Bar or Rod Mats for Concrete
Reinforcement.
C. American Welding Society (AWS):
1. AWS D 1.4 — Structural Welding Code for Reinforcing Steel.
D. Concrete Reinforcing Steel Institute (CRSI):
1. CRSI - Manual of Practice.
2. CRSI 63 - Recommended Practice for Placing Reinforcing Bars.
3. CRSI 65 - Recommended Practice for Placing Bar Supports,
Specifications and Nomenclature.
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CONCRETE REINFORCEMENT
1.3 SUBMITTALS
A. Submittal Procedures:
1. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of
reinforcing steel [and wire fabric, bending and cutting schedules, and
supporting and spacing device. Include special reinforcement required for
openings through concrete structures.
2. Assurance/Control Submittals;
a. Manufacturer's Certificate: Certify that products meet or exceed
specified requirements.
b. Submit certified copies of mill test report of reinforcement materials
analysis.
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with CRSI 63, 65 and Manual of Practice ACI 301,
ACI SP-66, ACI 318, and ASTM A 184.
B. Reinforcement design is provided by the Structural Engineer of Record,
experienced in design of this work and licensed in the State where the Project
is located.
1.5 ENVIRONMENTAL REQUIREMENTS
A. Resource Management
1. Recycled Content
a. Steel Products: Post -consumer recycled content plus one half of pre -
consumer recycled content not less than 75 percent.
PART 2 - PRODUCTS
2.1 STEEL REINFORCEMENT
A. Reinforcing Steel: ASTM A 615, 40 ksi yield grade; deformed billet steel bars,
unfinished.
B. Reinforcing Steel Mat: ASTM A 704, ASTM A 615, 40 ksi yield grade; steel
bars or rods, unfinished.
C. Reinforcing Steel Mesh: ASTM A 185; 6X6, w 1.4 X w 1.4.
D. Dowels at Construction Joints: 1 /4" x 4.5" Diamond Dowels by PNA
Construction Technologies or approved equal.
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2.2 ACCESSORIES
A. Tie Wire: Minimum 16 gage annealed type.
B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and
support of reinforcement during concrete placement conditions including load
bearing pad on bottom to prevent vapor barrier puncture.
C. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather Exposed
Concrete Surfaces: Plastic coated steel type (CRSI, Class 1) or stainless steel
protected (CRSI, Class 2); size and shape as required.
2.3 FABRICATION
A. Fabricate concrete reinforcing in accordance with ACI SP-66 and ACI 318.
B. Weld reinforcement in accordance with AWS D1.4.
C. Locate reinforcing splices not indicated on drawings, at point of minimum
stress. Review location of splices with the Engineer.
PART 3 - EXECUTION
ginsonga�.f-A ►t •►
A. Section 01 7300 - Execution: Verification of existing conditions before starting
work.
B. Verification of Conditions: Verify that field measurements, surfaces, and
conditions are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
City.
3.2 PLACEMENT
A. Place, support and secure reinforcement against displacement. Do not deviate
from required position.
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B. Do not displace or damage vapor barrier.
C. Accommodate placement of formed openings.
D. Maintain concrete cover around reinforcing in accordance with ACI 318.
3.3 FIELD QUALITY CONTROL
A. Section 01 4000 - Quality Requirements: Field inspection.
B. Inspect reinforcing locations, bar types and sizes, wire ties, and welding (if
applicable).
END OF SECTION
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CAST -IN -PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Includes all labor, materials and appliances, and perform all operations in
connection with the installation of Concrete Work, and all related work
incidental to the completion thereof, as shown on the drawings, complete, in
strict accordance with the drawings and as specified herein. Section Includes:
1. Cast -in -place (CIP) concrete in foundations, foundation walls, slabs -on -
grade.
2. Finishing of concrete slabs and toppings. Concrete liquid surface
treatment, sealer, and slip -resistant coatings.
3. Expansion and contraction, control joints in CIP concrete.
4. Concrete curing and protection.
5. Non -shrink grout including installation and forming.
6. Testing related services.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents and References in Section 1.2.
C. Related Sections: Related work specified elsewhere includes but may not be
limited to
1. Section 03 2000 — Concrete Reinforcement.
1.2 REFERENCES
A. General:
1. The publications listed below form a part of this specification to the extent
referenced.
2. Where a date is given for reference standards, the edition of that date
shall be used. Where no date is given for reference standards, the latest
edition available on the date of Notice Inviting Bids shall be used.
B. American Association of State Highway and Transportation Officials (AASHTO).
1. AASHTO M182, "Standard Specification for Burlap Cloth Made from Jute
or Kenaf and Cotton Mats."
C. Unless otherwise shown or specified, the work shall conform to the following
standards and recommendations of the American Concrete Institute (ACI),
latest editions adopted:
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1. ACI 117, "Standard Specification for Tolerances for Concrete
Construction and Materials."
2. ACI 121 R, "Quality Assurance Systems for Concrete Construction."
3. ACI 212.2R, "Guide for Use of Admixtures in Concrete."
4. ACI 302.1 R, "Guide for Concrete Floor and Slab Construction."
5. ACI 304R, "Guide for Measuring, Mixing, Transporting, and Placing
Concrete."
6. ACI 304.2-R, "Placing Concrete by Pumping Methods."
7. ACI 305, "Hot Weather Concreting."
8. ACI 306, "Cold Weather Concreting."
9. ACI 306.1 "Standard Specification for Cold Weather Concreting."
10. ACI 308, "Standard Practice for Curing Concrete."
11. ACI 309R, "Guide for Consolidation for Concrete."
12. ACI 315, "Details and Detailing of Concrete Reinforcement."
13. ACI 347, "Guide to Formwork for Concrete."
14. ACI SP-15, "Field Reference Manual" which includes ACI 301
"Specifications for Structural Concrete for Buildings" and reference
standards specified therein.
D. American Society for Testing and Materials (ASTM).
1. ASTM A615, "Standard Specification for Deformed and Plain Billet -Steel
Bars for Concrete Reinforcement."
2. ASTM C33, "Standard Specification for Concrete Aggregates."
3. ASTM C39, "Standard Test Method for Compressive Strength of
Cylindrical Concrete Specimens."
4. ASTM C94, "Standard Specification for Ready -Mixed Concrete."
5. ASTM C150, "Standard Specification for Portland Cement."
6. ASTM C156, "Standard Test Method for Water Retention by Concrete
Curing Materials."
E. Concrete Reinforcing Steel Institute (CRSI),
1. CRSI "Manual of Standard Practice."
1.3 SUBMITTALS
A. Submittal Procedures:
1. Review of submittals will cover general design only. In no case shall
submittal review relieve the Contractor of the responsibility for strength of
concrete, general or detailed dimension, quality or quantity of materials, or
any other conditions, functions, performance or guarantees required.
2. Product Data:
a. Manufacturers' literature containing product and installation
specifications and details.
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b. Where Manufacturer's specifications, recommendations, and/or
directions are required in this specification, deliver to the Engineer
two (2) copies of such printed specifications, recommendations,
and/or directions for approval before any work is commenced.
C. Sources of fine and coarse aggregate. Once approved, the source of
fine and coarse aggregate shall not be changed without written
approval of the Engineer.
d. List of manufacturers and brand names for cement, mineral and
liquid admixtures, bond breakers, curing compounds, joint sealants,
and materials other than aggregates and reinforcing steel. Include
product data sheets, instructions, and specifications for use.
3. Batch Plant Equipment and Procedures
a. Supplier of concrete and ready -mix grout. Only one source will be
approved for the Contractor, including all subcontractors. All
concrete and ready -mixed grout supplied to the project shall
originate from the approved single facility.
b. The following information shall be submitted-
1 ) Name of supplier.
2) Plant location.
3) Plant volume and output capacity.
4) Capacity of transit equipment.
5) Estimated travel time from plant to jobsite.
C. If the Contractor elects to use an on -site concrete batching plant, the
following information shall be submitted:
1) Drawings and data including proposed location of the batch
plant on the site.
2) List of and performance data for material handling equipment.
3) Procedures for processing, handling, transporting, sorting, and
proportioning the materials for concrete.
d. All other data necessary to show the supplier's capability to produce
concrete of the quality and quantity required.
4. Concrete Procedures
a. The following information shall be submitted:
1) Procedure for mixing and transporting concrete to the point of
placement.
2) Procedures for placement of concrete.
3) Methods of obtaining and maintaining the required concrete
temperature during placement and initial curing.
4) Procedures for consolidating the concrete.
5) Procedures how concrete is finished and cured (slab -on -grade
concrete).
5. Assurance/Control Submittals:
a. Test Reports: Submit the following reports directly to the Engineer
from Testing Laboratory, with copy to Contractor. Prepare reports in
conformance with Section 01 4000 - Quality Requirements.
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b. Submit laboratory test reports for concrete materials and mix design
test, including certified copy of results of aggregate tested by ASTM
C1260 or C1567. Mix designs for each strength and type of concrete
proposed for use. Details to be included are found in section 2.7.
C. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
d. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
6. Delivery Tickets:
a. Copies of delivery tickets for each load of concrete delivered to site.
b. Indicate on each ticket information required by ASTM C94 including
additional information required herein.
C. Mix identification number on ticket shall match number on submitted
and approved mix design
d. Indicate number of drum revolution from when water is added until
concrete is discharged.
e. Submit copies to Testing Laboratory same day as concrete delivery.
7. Verification Samples:
a. At exposed concrete location provide a sample of concrete with
medium broom finish and sealed for Engineer's approval.
B. Closeout Procedures and Training:
1. Project Record Documents: Accurately record the following:
a. Shop drawings shall be corrected to reflect actual field changes and
become part of the "Record As -Built Drawings."
2. Extra Products: Submit extra products as specified in this Section.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
Products.
B. Deliver materials in unopened containers with labels identifying contents.
C. Store powdered materials in dry area and in manner to prevent damage.
Protect liquid materials from freezing or exceeding maximum storage
temperatures set by product manufacturer.
1.5 PROJECT CONDITIONS OR SITE CONDITIONS
A. Jobsite Requirements:
1. Conform to ACI 305 R when placing concrete during hot weather.
2. Conform to ACI 306 R when placing concrete during cold weather.
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1.6 ENVIRONMENTAL REQUIREMENTS
A. Environmental Impact-
1. Concrete placement accessories:
a. Mixing equipment: Return excess concrete to supplier; minimize
water used to wash equipment.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering
Products which may be incorporated in the Work include the following:
1. Applied Concrete Technology, Inc.,
2. The Euclid Chemical Company,
3. Fortifiber Corporation,
4. ChemRex Inc.,
5. W.R. Meadows, Inc.,
6. Reef Industries,
7. Stego Industries LLC,.
8. L & M Construction Chemicals, Inc.
9. Curecrete Chemical Company, Inc.
10. Midwest Floor Care Inc.,
11. General Resource Technology, Inc.,
12. Or approved equal
B. Product Requirements: Product options and substitutions: Permitted.
2.2 CONCRETE MATERIALS
A. Concrete-
1. Concrete shall be in accordance with ASTM C94. If a conflict exists
between ASTM C94 and these specifications, these specifications shall
govern.
B. Portland Cement: ASTM C150 — Type I unless otherwise specified or approved
by the Engineer.
1. Assume full responsibility for the quality and soundness of cement.
Cement is to be of one type and from the same mill; it is to be of uniform
color for all concrete with permanently exposed concrete finishes.
C. Liquid admixtures: All admixtures shall be used in conformance with the
manufacturer's recommendations. When air entraining admixtures, water
reducing admixtures, high range water reducing admixtures, and non -corrosive
accelerating admixtures are used in any combination, all products shall be from
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the same manufacturer or the ready -mix concrete producer shall certify that
they are compatible. The following admixtures are permitted when approved in
writing prior to use or are required as specified herein and shall be used in strict
accordance with the manufacturer's specifications or recommendations:
1. Calcium chloride: Conform to ACI 301. The water solble chloride ion
level shall not exceed 0.3 percent by weight of cement.
2. Air -entraining admixtures: ASTM C260 shall be used to achieve the
specified air content in all permanently exposed exterior concrete. For
steel hard trowel interior slab finish, do not use air entrainment
admixtures. The total air entrainment (entrained and entrapped air) must
not exceed 3 percent. For steel trowel exterior slab finish, comply with ACI
318 and ACI 302.
a. Euclid: AEA-92 or Air Mix 200.
b. BASF: Micro -Air, MBVR-Standard, and MB AE 90.
C. Sika: Sika AEA-14, Sika AEA-15, and Sika Air.
d. W.R. Grace: Darex EH, Darex II AEA, Daravair AT60, Daravair
1400, and Daravair 1000.
e. Or approved equal.
3. Water -reducing admixtures: Conform to ASTM C494, Type A, containing
not more chloride ions than allowed in paragraph C., above.
a. Euclid: Eucon WR series or Eucon MR.
b. BASF: Masterpave, Masterpave N, PolyHeed 997, Pozzolith 220N,
and Glenium 7500.
C. W.R. Grace: Daracem 55 and Daracem 65, WRDA 82 and WRDA
with HYCOL.
d. Sika: Sikament HP, Plastocrete 161, and Sikament 686.
e. General Resource Technology: Polychem 400 NC and Polychem
1000.
f. Or approved equal.
4. Water-reducing/accelerating admixtures: Conform to ASTM C494, Type C
or E having long-term test results showing non -rusting on metal deck and
reinforcing steel.
a. Euclid: Accelguard series.
b. BASF: Pozzutec 20+, Pozzolith NC 534, and Rheocrete CNI.
C. Sika: Sika Rapid-1 and Plasocrete 161 FL.
d. W.R. Grace: Lubricon NCA, Polarset, and DCI.
e. Or approved equal.
5. Water-reducing/retarding admixtures: Conform to ASTM C494, Type D
containing not more than 1 percent chloride ions.
a. Euclid: Eucon Retarder series.
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b. BASF: Delvo Stabilizer, Masterpave series, and Pozzolith 100XR,
200N, 220N and 322N.
C. Sika: Plastimet.
d. W.R. Grace: Daratard 17, WRDA-64, and WRDA-82.
e. Or approved equal.
6. High-range/water-reducing (HRWR) admixtures: Conform to ASTM C494,
Type F or G super plasticizers containing 1 percent maximum chloride
ions may be used with low slump (3 inches maximum) concrete to
produce flowable concrete (up to 8 inches slump) with early strength gain
and 28-day strengths equal to reference concrete. HRWR admixture may
be used providing not more than 60 minutes is allowed from addition of
admixture to final placement of concrete. HRWR admixture shall be used
in concrete with a maximum water/ cement ratio of 0.50 or less and is
suggested in the following:
a. In pumped concrete.
b. In concrete topping slabs
C. In lieu of the specified water -reducing admixture (Type A) where
confinement of placing due to heavy reinforcement or narrow space
requires flowable concrete.
d. Where more than 30 minutes is required between the addition of
admixtures to final placement of the concrete, a combination of
water -reducing, set controlling admixtures (ASTM C494, Types A, D,
& E) as in Master Builders Company "Synergized Performance
System" may be used.
1) Euclid: Eucon 37 or Eucon 537.
2) BASF: Rheobuild 1000, Glenium 3000 NS, and Glenium
3400NV.
3) Sika: Sikament 300, Viscocrete 2100, and Sikament 686.
4) W.R. Grace: Daracem 100, ADVA Cast 530, Mira 92, and
ADVA Cast 575.
5) Or approved equal.
D. Fly ash: Conform to ASTM C618. The use of a quality fly ash will be permitted
as a cement -reducing admixture (minimum 15 percent and maximum 25
percent). Fly ash used in concrete shall be from a single source and of a single
class in combination with Portland cement of a single source and single class
unless otherwise approved by the Engineer. The fly ash shall meet all of the
requirements of ASTM C618, Class C or Class F, with the following special
requirements: The loss on ignition in Table 1 shall not exceed 3 percent.
Compliance to Table 1A shall apply. The amount retained on the 325 sieve in
Table 2 shall not exceed 34 percent. Where a Type II low -alkali cement is
specified, the total CA shall be less than 8 percent of total cementitious
material. The chemical analysis of the fly ash shall be reported in accordance
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with ASTM C311. Quality assurance testing and reports for a minimum of six
months shall be submitted by the fly ash supplier. The option to use fly ash
must be approved prior to use.
E. Granulated Blast Furnace Slag is an alternative to fly ash and shall conform to
ASTM C989 Grade 100 Or 120. Granulated blast furnace slag may be used as
a substitute for a maximum of 30 percent of Portland cement.
F. Certification: Certification of the above requirements is required from the
admixture manufacturer prior to mix design review and approval by the
Engineer. Upon request by the Engineer, a qualified representative is to be
provided to assure proper use of admixtures. Use of admixtures, other than
listed above will be permitted only when approved by the Engineer.
G. Aggregates:
1. Normal -weight concrete - ASTM C33. For slabs, also conform to
combined aggregate grading recommendations of ACI 302 and ACI
302.1 R, unless otherwise permitted by the Engineer.
2. All concrete exposed to the weather shall conform to the limits of
deleterious substances and physical properties of Table 3, ASTM C 33.
3. Local aggregates: Local aggregates not complying with ASTM C33 but
which have been shown by special test or actual service to produce
concrete of adequate strength and durability may be used when
acceptable to the Engineer.
4. The nominal size of an aggregate particle shall not exceed:
a. 20 percent of the narrowest dimension between sides of forms.
b. 33 percent of the depth of slabs.
C. 75 percent of the dimension between reinforcing bars.
d. 75 percent of the dimension between reinforcing bars and forms.
5. Maximum size of coarse aggregates and minimum cementitious contents:
ACI 301 and ACI 302.1 R.
6. Concrete aggregate alkali -silica reactivity (ASR) shall be tested in
accordance with ASTM C1260 with a 14-day expansion (no supplementary
cementing materials) or ASTM C1567 (with supplementary cementing
materials) of less than 0.1 percent. Materials (cement, supplementary
cementing materials, and aggregates) to be used in the concrete shall be
tested. Coarse aggregates and fine aggregates shall be individually tested.
If two grades of coarse aggregates are blended, they shall be individually
tested.
7. Abrasive aggregates non -slip finishes: Fused aluminum oxide grits, or
crushed emery, as abrasive for non -slip finish with emery aggregate
containing not less than 40 percent aluminum oxide and not less than 25
percent ferric oxide. Use material that is factory -graded, packaged,
rustproof, non- glazing, and unaffected by freezing, moisture, and
cleaning materials.
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H. Water-
1. Clean, potable, and free of injurious amounts of oil, acid, alkali, organic or
other deleterious matter not detrimental to concrete; drinkable.
2. Water shall contain no more than 650 parts per million of chlorides as Cl
or more than 1000 parts per million of sulfates as SOa. In no case shall
the water contain an amount of impurities that will cause a change in the
setting time of Portland cement of neither more than 25 percent nor a
reduction in compressive strength of mortar at 14 days of more than 5
percent when compared to the results obtained with distilled water when
tested in accordance with ASTM C109.
3. Water used for curing shall not contain impurities in amounts to cause
discoloration of the concrete or mortar or to produce etching of the
surface.
4. Recycled water shall conform to ASTM C94.
2.3 CURING/SEALING/HARDENERS
A. Dissipating liquid membrane -forming compounds for curing concrete; Conform
to ASTM C309, Type 1. Curing compound shall be compatible with floor sealer
or finish used. Low VOC.
1. Euclid: VOX Kurex DR VOX series; waterborne products.
2. W.R. Meadows: 1100-Clear series.
3. Edoco: Burke Aqua Resin Cure.
4. L&M Construction Chemicals: Cure R.
5. BASF: Kure 200W
6. Or approved equal.
B. Method of curing shall be approved by the finish flooring applicator where
finishes are indicated.
C. Exterior Sealers: applied to horizontal concrete surfaces permanently exposed
to salts, deicer chemicals and moisture, including parking decks. The
manufacturer shall provide a five-year labor and materials warranty on
performance of the sealer. Sealer shall be compatible with the curing
compound used.
1. Euclid: Eucoguard or Diamond Clear or Super Diamond Clear.
2. ChemREX: Hydrozo Clear 40.
3. Or approved equal.
D. Liquid Densifier/Sealer/Hardener: to be applied on exposed concrete floors
cured with dissipating membrane forming curing compound to harden and
densify concrete surfaces. Sealers are to be clear, chemically reactive, a
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waterborne solution of silicate or siliconate materials and proprietary
components, odorless, and colorless.
1. ChemMasters: Chemisil Plus
2. Conspec Marketing and Manufacturing Co., Inc. Intraseal
3. Euclid Chemical Company: Euco Diamond Hard (Liquid Sealer and
Hardener)
4. L&M Construction Chemicals: Seal Hard (Liquid Sealer and Hardener)
5. Curecrete Chemical Company: Ashford Formula (Liquid Sealer and
Hardener)
6. W.R. Meadows, Inc.: Liqui-Hard
7. Sika: Sikafloor 3S
8. Sonneborn: Kure-N-Harden
9. Symons Corporation: Buff Hard
10. Or approved equal.
2.4 JOINTS AND EMBEDDED ITEMS:
A. Construction and Contraction Joints: Comply with ACI 301 and
recommendations of ACI 302.1 R. Sealant shall be two-part semi- rigid epoxy,
and shall have minimum Shore A Hardness of 80 when measured with ASTM
D2240.
B. Isolation Joints: Fillers shall consist of 1/8-inch width strips of neoprene,
synthetic rubber, or approved substitute, extending the full depth of the slab.
Sealant shall be two-part elastomeric type, polyurethane base.
2.5 PROPORTIONING
A. Prepare design mixes for each type and strength of concrete by either
laboratory trial batch or field experience methods as specified in ACI 301. If
laboratory trial batch method is used, use an independent testing facility
acceptable to the Engineer for preparing and reporting proposed mix designs.
The testing facility shall not be the same as used for field quality control testing
and inspection unless otherwise acceptable to the Engineer.
B. Submit written reports to the testing laboratory of each proposed mix for each
class of concrete at least 15 days prior to start of work. Do not begin concrete
production until mixes have been reviewed and approved. Include the following
information for each concrete mix design:
1. Method used to determine the proposed mix design.
2. Gradation of fine and coarse aggregates, plus combined aggregate
gradation for slabs, ACI 302.1 R.
3. Aggregate specific gravities and absorptions.
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4. Proportions of all ingredients including reported on a saturated surface
dried basis all admixtures added either at the time of batching or at the job
site.
5. Water-cementitious ratio.
6. Slump, ASTM C143.
7. Certification of the chloride content of individual admixtures and of the
mixes as proposed.
8. Air Content: ASTM C173 (Volumetric Method).
9. Unit weight of concrete, ASTM C138.
10. Strength at 3, 7, and 28 days, ASTM C39.
11. Method of recording batch proportions.
12. Substantiating test reports.
C. Concrete types and strengths: Minimum 28 Day Compressive Strength shall be
per design requirements but not less than-
1. Paving base, columns, beams, walls, foundations, and footings: 3,000
psi.
2. Slab-on-grade:2,500 psi.
3. All concrete exposed to weather shall be air entrained (ASTM C260).
4. All concrete shall be normal weight except as noted above.
When the concrete mix design is developed from laboratory trial batching,
adjust proportions to produce a design mix at least 1200 psi greater than the
specified strength.
When the field experience method is used, the required average compressive
strength shall be determined in accordance with ACI 318.Documentation that
proposed concrete proportions will produce an average compressive strength
equal to or greater than the required average compressive strength shall
consist of a field strength test record representing materials and proportions to
be used for this project. A field strength test record shall consist of at least 10
consecutive tests encompassing a period of time of not less than 45 days and
made within the past 12 months.
Also, see general and specific notes on structural drawings.
D. Weights: All concrete shall be normal -weight concrete unless otherwise
designated on the structural drawings.
E. Aggregate gradation: For slabs, also conform to combined aggregate grading
recommendations of ACI 302.1 R, unless otherwise permitted. For all other
concrete not otherwise noted the coarse aggregate gradation shall conform to
ASTM C33 size no. 57 or larger.
F. Durability: Conform to ACI 301.
CITY OF NEWPORT BEACH 03 3000 -11 Drawing No. -
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CAST -IN -PLACE CONCRETE
1. All concrete exposed to potentially destructive weathering, such as
freezing and thawing, or to de-icer chemicals is to be air -entrained, 6
percent ±1 percent, a minimum six sacks cementitious per cubic yard of
concrete, 0.45 maximum water-cementitious ratio, and, 4-inch maximum
slump.
2. Water -cement ratio: For concrete subject to freezing and thawing or
deicer chemicals, the water -cement ratio shall not exceed 0.53 by weight
including any water added to meet specified slump in accordance with the
requirements of ASTM C94 unless otherwise noted.
G. Slump: Conform to ACI 301.
1. 3 '/2 inch maximum for consolidation by vibration
2. 5 inch maximum for consolidation by other methods
3. 8 inch maximum for flowable concrete. Concrete containing HRWR
admixture (super plasticizer): 3 inch maximum before addition of HRWR
4. Where field conditions require slump to exceed that specified above, the
increased slump shall be obtained by the use of a superplasticizer only,
and the Contractor shall obtain written approval from the Engineer who
may require an adjustment to the mix.
H. Slab -On -Grade
1. Concrete shall conform to ACI 302.1 R except that the minimum 28-day
compressive strength shall be 4000 psi.
2. The minimum cementitious content shall be in accordance with ACI
302.1 R Table 6.2.
3. The maximum water-cementitious ratio shall be 0.48.
4. The maximum water content shall not be greater than 250 lbs. per cubic
yard of concrete.
5. The air content shall be less than 3 percent.
Production of concrete: Conform to ACI 301:
1. Cast -in -place concrete used in the work shall be produced at a single off -
site batching plant or may be produced at an on -site batch plant.
2. All concrete shall be proportioned conforming to the approved mix designs
and of the materials contained in those approved mixes. A certified copy
of the design weights for each mix shall be kept at the producing plant for
each class of concrete used on the project.
3. Plant equipment and facilities are to conform to the "Check List for
Certification of Ready -Mixed Concrete Production Facilities" of the
National Ready -Mixed Concrete Association (NRMCA) and have NRMCA
or approved certification within the past year.
4. Coarse aggregates shall be washed and, if necessary, shall be uniformly
moistened just before batching. Each size of coarse aggregate shall be
batched from separate bins as required to produce the combined grading
requirements.
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5. Prior to adding a high -range water reducer (super plasticizer), slump shall
not exceed the working limit. The high -range water reducing admixture
shall be accurately measured and pressure -injected into the mixer as a
single dose. If added at the jobsite, the field dispensing system shall
conform to the same requirements as a plant system and tested prior to
each day's operation. After the addition of the high -range water reducer,
the concrete shall be mixed at mixing speed for a minimum of 5 minutes.
6. Ready -mixed and on -site batched concrete shall be batched, mixed, and
transported in accordance with ASTM C94.
a. Truck mixers and their operation shall ensure that the discharged
concrete is uniformly within acceptable limits of consistency, mix,
and grading. All mechanical details of the mixer, such as water -
measuring and discharge apparatus, conditions of the blades, speed
of rotation, general mechanical condition of the unit, and clearance
of the drum shall be checked before the use of the unit will be
permitted.
b. Truck mixers shall be equipped with approved revolution counters by
which the number of revolutions of the drum or blades may readily
be verified. The water tank system of the truck shall be equipped
with gauges that permit accurate determination of the tank contents.
C. Each batch of concrete shall be mixed in a truck mixer for not less
than 80 revolutions of the drum or blades and at the rate of rotation
designated as mixing speed by the manufacturer of the equipment.
Additional mixing, if any, shall be at the speed designated as the
agitating speed by the manufacturer of the equipment. All materials,
including mixing water but excluding any high -range water reducers
added onsite, shall be in the mixer drum before actuating the
revolution counter for determining the number of revolutions of
mixing.
d. The concrete producer shall furnish duplicate delivery tickets, one for
the Contractor and one given to the Owner's Representative for
each batch of concrete. The information provided on the delivery
ticket shall include the quantity of materials batched including the
amount of free water in the aggregate and any water added onsite.
Show the date, time of day batched, and if ready -mixed the time of
discharge from the truck. The quantity of water that can be added at
the site without exceeding the maximum water-cementitious ratio
specified shall be noted on the delivery ticket.
7. Concrete produced by on -site volumetric batching and continuous mixing
if approved shall conform to ASTM C685.
8. For concrete produced on site with a central batch plant, mixing shall be
done in an approved batch mixer.
a. The Contractor shall maintain and operate the on -site batch plant
and transportation equipment in a manner that will produce the
results specified in this section.
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b. The Engineer reserves the right to reject the proposed on -site plant
if, in his/her opinion, the on -site plant will interfere with other
operations or impair the quality of the concrete.
C. The quantities of cement, pozzolanic materials, and aggregates
used in each batch shall be determined by automatic weighing. The
quantity of water shall be determined by weighing or volumetric
measurement.
d. The weighing equipment for aggregates shall be readily adjustable
both to compensate for variation in moisture content of the
aggregates and for changing mix proportions. Moisture -sensing
devices shall automatically compensate the aggregate weights for
changes in moisture content. The charging of weigh hoppers
directly from aggregate handling equipment such as front-end
loaders will not be permitted.
e. Mixers in centralized batching and mixing plants shall be arranged
so that mixing actions can be observed from a location convenient to
the mixing -plant operator's station.
f. Equipment shall be provided that discharges pozzolanic material into
the cement hopper only after the addition of the Portland cement.
Pozzolanic materials shall be stored in such a manner as to permit
ready access for the purpose of inspection and sampling and be
suitably protected against contamination of moisture. Should any
pozzolan show evidence of contamination or be otherwise
unsuitable, the Engineer will reject it and require that it be removed
from the site.
g. Dispensers for admixtures shall have the capacity of the full quantity
of the properly diluted solution required for each batch. They shall be
maintained in a clean and freely operating condition. Admixtures
shall be added to the premeasured water for the batch or shall be
discharged into the batch by flowing automatically and uniformly into
the stream of mixing water from the beginning to end of its flow into
the mixer. Equipment for measurement shall give visual confirmation
of the accuracy of the measurement for each batch.
h. The central batch mixer shall be rotated at a speed recommended
by the manufacturer and mixing shall be continued for a minimum of
1-1/2 minutes after all materials are in the drum.
i. Each stationary mixer shall be equipped with a mechanically
operated timing and signaling device that will indicate and ensure
the completion of the required mixing period and will count the
batches.
j. All concrete shall be mixed until there is a uniform distribution of the
materials and shall be discharged completely before the mixer is
recharged.
9. The Engineer may increase the mixing time when the charging and mixing
operations fail to produce a delivered batch in which variations of
consistency, mix, or grading are within the limits specified.
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10. Variations in consistency during the discharge of a single batch shall not
exceed 1 inch of slump, except that a greater variation will be permitted if
the slump of the concrete decreases and no water is added. Variations in
mix and in grading of different parts of the delivered batch shall be within
limits stated in ASTM C94.
11. Water shall be introduced prior to, during, and following mixer -charging
operations.
12. When a mixer produces unsatisfactory results, it shall be repaired
promptly and effectively, or it shall be replaced.
13. Mixers shall not be loaded in excess of their rated capacity.
14. Overmixing, such as to require addition of water to preserve the required
consistency or to reduce slump, will not be permitted.
15. All other concrete: Conform to ACI 301
16. Use of accelerating admixtures in cold weather and retarding admixtures
in hot weather shall not relax placement requirements specified herein.
17. All concrete placed at ambient temperatures below 50 degrees F is to
contain an approved accelerator. The concrete temperature when
delivered at the site shall be at least 50 degrees F.
18. All concrete placed at ambient temperatures above 80 degrees F is to
contain an approved retarder.
19. All concrete required to be air -entrained is to contain an approved air -
entraining admixture.
20. When improved workability, pumpability, lower water -cement ratio, or high
ultimate and/or early strength is required, the HRWR admixture (super
plasticizer) may be used.
21. Ensure air content for slabs with steel trowel finish is less than 3.0
percent.
22. The concrete shall be of such consistency and composition that it can be
worked readily into the corners and angles of the forms and around
reinforcement without permitting materials to segregate or free water to
collect on the surfaces. Within the limiting requirements, adjust the
consistency of the concrete as may be necessary to produce mixtures
which will be placeable with reasonable methods of placing and
compacting. Maintain on the job at all times adequate extra cement to be
used at rate of 1/2 sack cement per cubic yard concrete for each 2" slump
increase for corrections due to wetness desired or obtained. No water
shall be added to concrete except with the approval of the City inspector.
23. No water shall be added to concrete except with the approval of the City
inspector. The water-cementitious ratio stated on the approved mix
designs shall not be exceeded unless approved by the Engineer. Re -
tempered concrete shall be mixed for not less than 80 revolutions of the
drum or blades and at the rate of rotation designated as mixing speed by
the manufacturer of the equipment.
24. Adjustments to concrete mixes: Mix design adjustments may be
requested by Contractor when characteristics of materials, job conditions,
weather, test results, or other circumstances warrant at no additional cost
CITY OF NEWPORT BEACH 03 3000 - 15 Drawing No. -
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to City. Laboratory test data for revised mix design and strength results
must be submitted and accepted before using in work.
2.6 FORMWORK
A. Section 03 1000: Concrete Forming and Accessories
2.7 REINFORCING MATERIALS
A. Section 03 2000: Concrete Reinforcement
PART 3 - EXECUTION
3.1 EXAMINATION
A. Execution: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected and approved by the
Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
City.
3.2 INSTALLATION - GENERAL
A. Install all cast -in -place concrete work in accordance with ACI 301 except as
herein specified.
B. All bearing materials shall be inspected by the Engineer prior to placing
concrete. The Engineer shall be the sole judge as to the suitability of the
bearing material.
C. Compact stone base aggregate to thickness indicated on drawings. Proof roll
stone screenings topping to provide smooth hard surface on which to place
slab. Surface should not show footprints or truck tracks when driven over.
D. Immediately before placing concrete, spaces to be occupied by concrete shall
be free from standing water, ice, mud, and debris.
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E. Concrete shall not be deposited under water or where water in motion may
injure the surface finish of the concrete.
F. Immediately before placing concrete for exterior sidewalk, curb and gutter,
pavements, and slab -on -grade, subbases and compacted subgrades shall be
thoroughly moistened, but not muddied, by sprinkling with water. Surfaces shall
be kept moist by frequent sprinkling, as required, up to the time of placing of
concrete.
G. Forms and the reinforcement shall be thoroughly cleaned of ice and other
coatings. Remove surplus form releasing agent from the contact face of forms.
H. Notify all trades concerned and the Owner's Representative sufficiently in
advance of the scheduled time for concrete placement to permit installation of
all required work by other trades.
I. Before placing concrete, all required embedded items, including dovetail anchor
slots, anchors, inserts, curb angles, metal frames, fixtures, sleeves, drains, stair
nosing's, accessory devices for Mechanical and Electrical installations shall be
properly located, accurately positioned and built into the construction, and
maintained securely in place.
J. Build into construction all items furnished by the Owner and other trades.
Provide all offsets, pockets, slabs, chases and recesses as job conditions
require.
K. Place and properly support reinforcing steel and anchor bolts.
L. The alignment, orientation, spacing, and embedment length of mechanical load
transfer devices in slab -on -grade and pavements shall conform to dimensions
and tolerances shown on the drawings.
M. The Engineer and City Inspector shall be notified when the first concrete pour is
scheduled.
3.3 INSTALLATION - FORMWORK
A. Section 03 1000 - Concrete Forming and Accessories
B. Construction and Contraction Joints: Conform to ACI 301 and
recommendations of ACI 302.1 R.
3.4 REINFORCEMENT
A. Placement: Section 03 2000 - Concrete Reinforcement
3.5 METHODS OF PLACEMENT AND PLACING CONCRETE
A. Placement: Conform to ACI 301:
1. Maintain concrete cover around reinforcing as per Section 3.3 above and
ACI 301.
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2. The methods and equipment used for transporting concrete to the site
work and the time that elapses during transportation shall not cause
segregation of coarse aggregate or slump loss in excess of 1 inch when
measured at the point of discharge.
3. Concrete shall be placed within 90 minutes after the water has been
added to the cement and aggregates. Concrete shall be placed prior to
initial concrete set.
4. Placing of concrete will not be permitted during rainfall or when rain
appears imminent. If rain should fall subsequent to placement, the
concrete shall be completely protected until curing is complete.
5. Cold -Weather Placement: Comply with provisions of ACI 306.1 "Standard
Specifications for Cold -Weather Concreting" and as follows.
a. When air temperature has fallen to or is expected to fall below 40
deg F (4 deg C), uniformly heat water and aggregates before mixing
to obtain a concrete mixture temperature of not less than 50 deg F
(10 deg C) and not more than 80 deg F (27 deg C) at point of
placement.
b. When necessary, arrangements for heating, covering, insulating, or
housing the concrete work shall be made in advance of placement
and shall be adequate to maintain the required temperature during
the first 24 hours.
C. Do not use calcium chloride, salt, or other materials containing
antifreeze agents or chemical accelerators unless otherwise
accepted in mix designs.
d. Concrete shall not be placed on frozen ground or placed when the
ambient temperature is 40 deg F or less and dropping.
e. Do not use frozen materials or materials containing ice or snow. Do
not place concrete on frozen subgrade or on subgrade containing
frozen materials.
f. Protect concrete work from physical damage or reduced strength
that could be caused by frost, freezing actions, or low temperatures
using vented heaters and insulating blankets.
g. Vent heater exhaust gases that contain carbon dioxide outside of
enclosed areas.
h. Concrete temperatures shall be maintained above 50 degrees F for
the first 7 days of curing.
6. Hot -Weather Placement: When hot weather conditions exist that would
impair quality and strength of concrete, place concrete complying with ACI
305R "Standard Specification for Hot -Weather Concreting" and as
specified.
a. Cool ingredients before mixing to maintain concrete temperature at
time of placement to below 90 deg F (32 deg C). Mixing water may
be chilled or chopped ice of a size that will melt completely during
mixing may be used to control temperature, provided water
equivalent of ice is calculated to total amount of mixing water. Using
liquid nitrogen to cool concrete is Contractor's option.
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b. Reject any concrete that has a temperature at the point of placement
above 90 deg F, unless approved otherwise by the Engineer. When
air temperatures are between 80 and 90 deg F the maximum mixing
and delivery time is reduced to 75 minutes. When air temperatures
exceed 90 deg F, the maximum mixing and delivery time is reduced
to 60 minutes.
C. Cover reinforcing steel with water -soaked burlap if it becomes too
hot, so that steel temperature will not exceed the ambient air
temperature immediately before embedding in concrete.
d. Fog spray forms, reinforcing steel, and subgrade just before placing
concrete. Keep subgrade moisture uniform without puddles or dry
areas.
e. Use water -reducing retarding admixture when required by high
temperatures, low humidity, or other adverse placing conditions, as
acceptable to the Engineer.
f. Spray evaporative retardants, wind breaks, misters, or shade
concrete when the rate of surface evaporation when calculated in
accordance with ACI 305.5 exceeds 0.2 lb./sq. foot per hour.
B. Depositing Concrete
1. Deposit concrete as near its final position as possible to avoid segregation
due to re -handling or flowing. Hoppers, tremies, pump line, ducts, chutes,
or other methods approved by the Engineer shall be used to deposit
concrete in its final position within the specified time limits and without
segregation of the mix.
2. The sequence of concrete placement and the number, type, position, and
design of joints shall be approved by the Engineer prior to concrete
placement.
3. Place floor slabs -on -grade by "strip cast" method.
4. Concrete shall be deposited as nearly as practical in its final position to
avoid segregation due to re -handling or flowing. No concrete shall have a
free fall of over three feet from truck, mixer, or buggies.
5. The concreting shall be carried on at such a rate that the concrete is
plastic at all times and flows readily into the spaces between reinforcing
bars. No concrete that has partially hardened or been contaminated by
foreign materials shall be deposited in the work
6. When concreting is started, it shall be carried on as a continuous
operation until the placing of the section is completed.
7. Except as intercepted by joints, concrete shall be placed in continuous
layers. The depth of layers shall not exceed 20 inches. Succeeding layers
shall be placed while the previous layer is still plastic. Concrete placement
shall begin at the lowest point in each section of concrete to be placed.
8. Protect adjacent surfaces from concrete drippings, spillage, and splashes.
Hardened or partially hardened splashes or accumulations of concrete on
forms or reinforcement shall be removed before the work proceeds. Clean
all damaged surfaces immediately.
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9. All conveyances shall be thoroughly cleaned at frequent intervals during
the placement of the concrete, and before the beginning a new run of
concrete all hardened concrete and foreign materials shall be removed
from the surfaces.
10. The Superintendent or Foreman in charge of concrete work shall mark on
the drawings the time and date of the placing of each concrete pour.
Locations where concrete test cylinders are made shall also be noted on
the drawings. Such drawings shall be kept on file at the job until its
completion and shall be subject to the inspection of the Engineer at all
times.
C. Conveyor Belts and Chutes
1. Chutes or conveyor belts shall not be used except as approved by the
Engineer.
2. Concrete shall be conveyed from the mixer to the place of final deposit by
methods that will prevent separation and loss of material.
3. Chutes longer than 50 feet and conveyor belts longer than 110 feet will
not be permitted.
4. Equipment for conveying and chuting concrete shall be of such size and
design as to insure a practically continuous flow of concrete at the delivery
point without separation of material.
5. Provide runways or other means for wheeled equipment to convey
concrete to point of deposit. Construct runways so that supports will not
bear upon reinforcement or fresh concrete.
6. The minimum slope of chutes shall enable concrete of the specified
consistency to readily flow.
7. Ends of chutes, hopper gates, and other points of concrete discharge
throughout the conveying, hoisting, and placing system shall be designed
and arranged so that concrete passing from them will not fall separated
into whatever receptacle immediately receiving the concrete. Adequate
headroom provision must be made at such points for a vertical drop and
for proper baffling.
8. If a conveyor belt is used, it shall be wiped clean by a device operated so
that none of the mortar adhering to the belt will be wasted.
D. Pumping of Concrete
1. The type and operation of a concrete pump shall be subject to the
approval of the Engineer. The equipment used in placing the concrete and
the method of its operation shall introduce the concrete into the forms
without high velocity.
2. During pumping, the Contractor shall have on -site a standby placing
system, acceptable to the Engineer, to ensure that in the event of
breakdown of the primary placing equipment, the concrete placement can
continue without cold joints.
3. The minimum diameter of the hose or conduit shall be 4 inches unless
otherwise approved by the Engineer. Aluminum conduits shall not be used
for conveying the concrete. Pumping equipment, hoses, and conduits that
are not functioning properly shall be replaced.
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E. Joints
1. Joints shall be vertical in walls and horizontal in slabs.
2. Dowel bars and tie bars shall be inspected
3. Control joints for controlling concrete shrinkage shall be provided in floor
slabs, walls, decks, conduits, and channels as shown on the .plans or
approved by the Engineer.
4. Joint spacing and sawcut depth for slab -on -grade and concrete pavement
shall conform to that shown on the pour sequencing plan and/or drawings.
a. Sawed control (contraction) joints for pavements and slab -on -grade
shall be installed as soon as practical so as not to ravel the concrete
but less than 12 hours.
b. The minimum sawcut joint depth shall be 114 of the slab thickness
unless an early -entry SOFF-CUT saw is used in accordance with
manufacturer recommendations (typically sawed between 1 to 4
hours after finishing to a 1-inch minimum depth.
C. Joint spacing shall in feet shall not exceed 2-1/2 times the slab
thickness in inches unless otherwise approved by the Engineer.
d. The long dimension of a slab shall not exceed 1.5 times the short
dimension unless otherwise approved by the Engineer.
5. Joints in slabs shall align with joints in adjoining walls unless otherwise
approved by the Engineer or shown in the drawings. Joints shall also line
up with architectural reveals and form lines. All corners shall be relieved
by cutting joint to adjacent control joint.
6. When not otherwise shown on the drawings or specified, concrete
placement for walls shall be constructed in segments no longer than 30
feet unless otherwise approved by the Engineer.
7. If there is a delay in casting but prior to concrete initial set, the concrete
placed after the delay shall be thoroughly spaded and consolidated at the
edge of that previously placed to avoid cold joints. Concrete shall then be
brought to correct level and struck off with a straight edge. Bullfoats shall
be used to smooth slab surfaces, leaving it free of humps or hollows.
8. Where placing concrete is interrupted long enough for the concrete to
take its initial set, the working face shall be made a construction joint.
a. Preparation and disposition of unplanned cold joints in walls shall be
approved by the Engineer.
b. For slab -on -grade, pavements, sidewalk, and curb and gutter,
concrete shall be removed back to the nearest planned joint and a
construction joint installed.
9. Unless otherwise noted on the drawings, where concrete is to be placed
against existing concrete, except in the case of expansion joints, the joint
face of the existing concrete shall be roughened.
a. Before new concrete is placed against hardened concrete, the
bonding surface of the existing concrete shall be roughened to an
amplitude of 0.25 inch using bush hammers, abrasive blasting, or
high-pressure water blasting.
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b. Fresh concrete may be green -cut with water blasting and hand tools
to remove concrete laitance and spillage and to expose sound
aggregate.
C. The prepared surfaces of hardened concrete shall be kept
thoroughly wet during the 24-hour period immediately prior to the
placement of the new concrete. Wetting shall be accomplished by
continuous sprinkling or by covering exposed surfaces with wet
burlap.
d. Where shown on the drawings or permitted by the Engineer, bond -
preventing compound shall be applied by brush in accordance with
the manufacturer's printed instructions.
10. Corner sections of walls shall not be placed until the adjoining wall
sections have cured at least 14 days.
F. Consolidation
1. All concrete shall be thoroughly consolidated by internal mechanical
vibrators during the placing operation and shall be thoroughly worked
around the reinforcement and embedded fixtures and into corners of the
forms.
2. Concrete for slabs 8 inches thick or less may be consolidated with
vibrating screeds. Slabs between 8 to 12 inches thick shall be compacted
with internal vibrators and (optionally) with vibrating screeds.
3. Concrete shall be consolidated by vibration to the maximum practicable
density. The concrete shall be free from pockets of coarse aggregate and
entrapped air.
4. Vibrators shall have a minimum diameter of 3 inches with a frequency of
at least 7000 vibrations per minute and with an amplitude adequate to
consolidate the concrete in the section being placed.
5. Forms shall contain sufficient windows or shall be limited in height to allow
visual observation of the concrete during placement. Sufficient illumination
shall be provided in the interior of forms so that at the places of concrete
deposition the concrete shall be visible from the deck or runway.
6. Vibrators shall not be secured to forms or reinforcement.
7. Keep a minimum of two standby vibrators in operable condition on the job
during concreting operations.
8. Consolidation shall be carried on continuously with the placing of
concrete.
9. The number of vibrators employed shall be sufficient to consolidate the
concrete within 15 minutes after it is deposited in the forms.
10. When consolidating each layer of concrete, the vibrator shall be operated
at regular and frequent intervals 18 to 30 inches apart.
11. The vibrator shall be kept in nearly a vertical position as possible. The use
of vibrators to shift or drag concrete after deposition will not be permitted.
Vibrators shall not be laid horizontally or laid over.
12. The vibrator head shall penetrate 6 to 8 inches into the preceding layer
and then be withdrawn at a slow rate. The top part of each layer shall be
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re -vibrated systematically at the latest time the concrete can be made
plastic by means of vibration.
13. Concrete shall not be placed until the previous layer has been vibrated.
14. Unless directed otherwise by the Engineer, the top 2 feet of walls shall be
re -vibrated approximately 1 hour after placement of concrete and while a
running vibrator will still sink under its own weight into the concrete and
liquefy it momentarily.
G. Protection of cast concrete: Conform to ACI 301.
H. Repair of surface defects: ACI 301.
1. Inspect concrete surfaces and surfaces to be painted immediately upon
removal of forms Irregularities shall be immediately rubbed or ground to
secure a smooth, uniform, and continuous surface.
2. Clean surfaces of tie holes. Tie holes shall be filled solid with patching
mortar.
3. Surfaces to be smoothed shall not be plastered or coated.
4. Patch imperfections as needed or as directed by the Engineer. Repairs in
accordance with Section 3.8 shall not be made until the surface has been
inspected and repair methods have been approved by the Engineer.
3.6 FINISHING
A. Finishing of formed surfaces: ACI 301:
1. Tops of forms:
a. Strike concrete smooth at tops of forms.
b. Float to texture comparable to formed surfaces.
2. Formed surfaces:
a. Finished formed surfaces shall conform accurately to the shape,
alignment, grades, and sections shown on the drawings or
prescribed by the Engineer.
b. Surfaces shall be free from fins, bulges, ridges, honeycombing, or
roughness of any kind and shall present a finished, smooth,
continuous hard surface.
C. Permanently exposed surfaces: ACI 301 - "Smooth Form Finish"
with the fins ground smooth and air holes shall be filled with a non -
shrink mortar. The color of the patch material shall match the color
of the surrounding concrete. Surfaces in unfinished areas
unexposed to public view: ACI 301- "Rough Form Finish".
B. Slabs: Minimum slab surface tolerance must satisfy ACI 301 and ACI 302.1 R
as measured in accordance with ASTM E1155.
1. Slabs -on -grade:
a. For exposed slabs, install semi -rigid epoxy sealant in construction
and contraction joints after slab has a minimum of 60 days or
otherwise approved by the Engineer.
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b. Separate slabs -on -grade from vertical surfaces with 1/2-inch-thick
joint filler. Extend joint filler from bottom of slab to within 1/8 inch of
finished slab surface.
C. Allowable tolerance for slab on grade surfaces, measured in
accordance with ACI 117 and ASTM E1155, shall meet or exceed an
overall value of FF35/F125, with minimum local value of FF24/FL17.
2. Concrete Finishes:
a. The following will not be permitted on slab or floor finishes:
1) Dusting dry cement or sand on the surface to absorb excess
moisture.
2) Use of a mortar finishing coat.
3) Excessive troweling or manipulation that brings water or a large
number of fines to the surface.
4) Use of a Fresno.
5) Addition of water to the surface during the finishing operation.
6) Use of the floor during construction in a manner that leads to
marring or staining the finish.
b. Surface preparation
1) The concrete shall be brought up evenly to slightly above
finished grade and shall be thoroughly compacted and
consolidated. The top shall be struck off to accurately
established grade strips or grade blocks. Complete screeding
before any excess moisture or bleed water is present on the
surface.
2) After bull floating, defer additional finishing operations until the
concrete has stiffened sufficiently to sustain foot traffic
pressure with an indentation of not more than 1/4 inch.
C. Exposed concrete slabs shall be sealed or sealed and hardened
using a liquid compound compatible with the curing method used as
described in: 3.7 Curing, Protection, Liquid Hardeners and Sealers
of this Section.
d. Exterior Concrete Finishes: Unless otherwise noted on the drawings,
floors and walkways shall be sloped a minimum 0.125 inch per foot
to drain water. A light steel trowel with medium broom finish unless
otherwise noted on the plans. Apply exterior sealer to surfaces
exposed to deicer chemicals that is compatible with the curing
method used.
e. Exposed Ramps, Landings and Stair Treads: A light steel trowel
with medium broom finish unless otherwise noted on the plans.
Surfaces shall be sealed or sealed and hardened using a liquid
compound compatible with the curing method used.
f. A heavy broom finish shall be provided on disabled person ramps.
3.7 CURING, PROTECTION, LIQUID HARDENERS AND SEALERS
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CAST -IN -PLACE CONCRETE
A. Temperature, Wind, and Humidity
1. When concrete slabs and other unformed concrete is placed in warm, dry,
dusty, or windy conditions, concrete surfaces shall be protected from rapid
drying by use of windbreaks, shading, fogging with properly designed
nozzles, or a combination of these measures. Hot weather concreting
procedures provided in ACI 305R shall be used when ambient conditions
dictate.
2. Cold weather concreting procedures provided in ACI 306R shall be used
when ambient conditions dictate.
3. Changes in air temperature immediately adjacent to the concrete during
and immediately following the 7-day initial curing period shall be kept as
uniform as possible and shall not exceed 5 deg. F in any 1 hour or 50 deg.
F. in any 24-hour time period.
B. Curing Compound
1. All curing methods shall be placed immediately after final finishing (i.e.,
within two hours). Contractor's attention is directed to the fact that
experience shows the most important time of curing is from three to four
hours after placing and extending five to six hours thereafter. It is
extremely important, therefore, to prevent loss of moisture, particularly
during this period when concrete is especially vulnerable to plastic
shrinkage cracks. All exposed surfaces of concrete including floor slabs,
whether or not they receive a finish flooring, shall be protected from
premature drying for a minimum of seven days.
2. Apply the specified curing compound in strict accordance with
manufacturer's written instructions. Curing compound shall not be diluted
by the addition of solvents or thinners, nor shall it be altered in any other
manner. Curing compound that has become chilled and is too viscous for
satisfactory application shall be heated by steam or hot water bath until it
has proper fluidity. The temperature of the compound shall not exceed
100 IF. Curing compound shall not be heated by direct exposure of the
container to fire.
3. When used on an unformed concrete surface, application of the first coat
of curing compound shall commence immediately after finishing
operations have been completed. When curing compound is used on a
formed concrete surface, the surface shall first be moistened with a fine
spray of water immediately after the forms have been removed. The spray
shall be continued until the surface does not readily absorb further water.
As soon as the surface film of water has disappeared and the surface is
almost dry, the first coat of curing compound shall be applied. In the event
that application is delayed on either formed or unformed surfaces, the
surface shall be kept continuously moist until the compound has been
applied or the specified period of water curing has elapsed.
4. Surfaces shall be sprayed uniformly with 2 coats of curing compound.
Each coat shall provide a minimum coverage of 1 gallon per 250 square
feet of surface. As soon as the first coat has become dry, a second coat
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shall be applied in the same manner. The direction of application of the
second coat shall be perpendicular to the first coat. The curing compound
shall be sprayed using approved pneumatic or pump driven equipment
having the following characteristics:
a. Separate lines to the nozzle for material and for compressed air
b. A filtering system for the removal or entrapment of contaminants
C. A constant application pressure
5. Curing compound shall not be used on any concrete surface specified to
receive additional concrete, coatings, grout, and chemical treatment
C. Protection
1. Freshly placed concrete shall be protected against wash by rain.
2. Dust control shall be provided in the surrounding areas during placement.
If, in the opinion of the Engineer, these conditions are not satisfactory
met, concrete shall not be placed.
3. During the first 2-day period of curing, no traffic on or loading of the floors
will be permitted.
4. The contractor shall allow no traffic and take precautions to avoid damage
to the membrane of the curing compound for a period of not less than 28
days. Damage shall be repaired immediately to the satisfaction of the
Engineer.
5. Special care shall be taken to prevent avoid damaging the surfaces and
joints due to load stresses from construction equipment, heavy shock, and
excessive vibration. During construction activities, concrete shall be
protected against damage with plywood or other approved materials until
final acceptance by the Engineer.
6. Precautions shall be taken to prevent overloading floors, pavements,
slabs, beams, and other members. The Contractor shall comply with the
Engineer's instructions regarding the loads that will be permitted on these
members during construction.
7. Self-supporting structures shall not be loaded in such a way to overstress
the concrete.
3.8 PATCHING AND REPAIR
A. Concrete will be considered by the Engineer as not conforming to the intent of
the drawings and specifications for the following reasons-
1 . Concrete this is not formed as shown on the drawings.
2. Concrete this is not in true alignment or level.
3. Concrete which exhibits a defective surface.
4. Concrete with defects that reduce the structural integrity of a member or
members.
5. Concrete jointed slabs with uncontrolled random cracking.
B. Non -conforming concrete to required thickness, lines, details, and elevations
will be rejected by the Engineer and shall be modified or replaced with concrete
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that conforms to the contract requirements without a claim by the Contractor for
additional cost or extension of contract time.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon
express direction of City Engineer for each individual area. Should the City
Engineer grant permission for the Contractor to attempt restoration of a
defective area by patching or other repair methods, such permission shall not
be considered a waiver of the Engineer's right to require complete removal of
the defective area if, in the Engineer's opinion, the restoration does not provide
the structural or aesthetic integrity of the member or members.
D. All repairs of defective areas shall conform to ACI 301. On areas requiring
treatment of defects and until such repairs have been completed, only water
cure will be permitted
E. At any time prior to final acceptance, concrete found to be defective, damaged,
or not in accordance with the specifications shall be repaired or removed and
replaced with acceptable concrete.
F. If approved by the Engineer, repair or replace concrete with excessive
honeycombing due to improper placement.
1. Honeycombed areas shall be removed down to solid concrete a minimum
of 1 inch over the entire area. Feathered edges will not be permitted. If
chipping is necessary, the edges shall be perpendicular to the surface or
slightly undercut.
2. Laitance and soft material shall be removed prior to patching with a pea
gravel concrete mix and bonding agent approved by the Engineer.
3. The area to be patched and an area at least 6 inches wide surrounding it
shall be dampened to prevent absorption of water from the patching
materials.
4. If a cement slurry bonding grout is approved, the heavy -cream
consistency grout shall then be rigorously brushed into the surface. The
concrete patch material shall be installed prior to the bonding grout
skimming over or drying.
5. If approved, a bonding admixture, bonding compound, or epoxy adhesive
may be used in strict accordance with the manufacturer's preparation and
application recommendations. Comply with ACI 301 and ACI 503.2 for
standard specifications for bonding plastic concrete to hardened concrete
with a multiple component epoxy adhesive.
6. The repair concrete shall be thoroughly consolidated in place and struck
off so as to leave the patch slightly higher than the surrounding surface.
The concrete shall be left undisturbed for at least 1 hour to permit initial
shrinkage then finished.
7. The patched area shall be kept damp for 7 days.
8. The color of the patch material shall match the color of the surrounding
concrete. Repairs shall be made promptly while the base concrete is less
than 28 days old
9. Metal tools shall not be used in finishing a patch in a formed wall that will
be exposed.
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G. Areas requiring patching shall not exceed 2 sq. ft. per 1000 sq. ft. of surface
area and shall be widely dispersed. Areas showing excessive defects as
determined by the Engineer shall be removed and replaced.
H. High spots identified in the floor flatness and levelness survey may be removed
with bump grinding. Areas to be ground shall not exceed more than 10 percent
of any one slab nor more than 5 percent of the total slab -on -grade area. There
are no limitations for exterior concrete pavement areas requiring grinding.
I. If approved by the Engineer, concrete slab random cracking may be routed and
sealed. The number of interior/exterior slabs to be routed and sealed shall not
exceed more than 20 feet of any one slab nor more than 5 percent of the total
number of slab-on-grade/pavement slabs. Slabs with more than one structural
crack or with multiple cracks within a slab shall be removed and replaced. If
random cracks are attributed to non -working sawcut control joints, uncracked
joints parallel to the cracking shall be filled with a structural epoxy.
J. Interior slab -on -grade subjected to lift truck traffic shall be routed and sealed
with a semi -rigid epoxy sealant. Exterior slabs may be routed and sealed with
the flexible joint sealant to be installed in pavement joints.
K. Completed concrete work which fails to meet one or more requirements and
which cannot be brought into compliance may be accepted or rejected by the
City Engineer. In this event, modifications may be required to assure that
remaining work complies with the requirements.
L. The costs of any additional tests or analysis, including additional architectural
and engineering services, performed to prove the adequacy of the concrete
work, shall be borne by the Contractor without extension of contract time.
3.9 FIELD QUALITY CONTROL
A. Quality Requirements: Field testing and inspection.
B. Requirements:
1. Provide and maintain an adequate program of quality control for the
materials, production methods, and workmanship to assure conformance
of all work to the project contract documents. ACI 121 R outlines the
essential elements of the Material Control portion of the QA program.
2. All materials, equipment, and methods shall be subject to verification
inspections and/or testing as specified herein; ACI 121 R.
END OF SECTION
CITY OF NEWPORT BEACH 03 3000 - 28 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 03 3543
BONDED ABRASIVE POLISHED CONCRETE FLOORS
PART 1 — GENERAL
1.1 SUMMARY
A. Section Includes: Products and procedures for bonded abrasive polished
concrete floors using multi -step wet/dry mechanical process, and accessories
indicated, specified, or required to complete polishing.
1.2 DEFINITIONS
A. Terminology: As defined by Concrete Polishing Council (CPC) glossary.
B. Polished Concrete: The act of changing a concrete floor surface, with or without
surface exposure of aggregate, to achieve a specified level of appearance.
C. Bonded Abrasive Polished Concrete: The multi -step operation of mechanically
grinding, honing, and polishing a concrete floor surface with bonded abrasives to
cut a concrete floor surface and to refine each cut to the maximum potential to
achieve a specified level of appearance as defined by the CPC.
1.3 SUBMITTALS
A. Product Data: Manufacturer's technical literature for each product indicated,
specified, or required. Include manufacturer's technical data, application
instructions, and recommendations.
B. Installer Qualifications: Data for company, principal personnel, experience, and
training specified in PART 1 "Quality Assurance" Article.
C. Maintenance Data: For inclusion in maintenance manual required by Division 01.
1. Include instructions for maintenance of installed work, including methods and
frequency recommended for maintaining optimum condition under
anticipated use.
2. Include precautions against cleaning products and methods which may be
detrimental to finishes and performance.
4 QUALITY ASSURANCE
A. Polisher Qualifications:
1. Experience: Company that has successfully completed five projects similar
in design, products, and extent to scope of this Project; with a record of
successful in-service performance; and with sufficient production capability,
facilities, and personnel to produce specified work.
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BONDED ABRASIVE POLISHED CONCRETE FLOORS
2. Supervision: Maintain a competent supervisor who is at Project during
times specified work is in progress, and is currently certified as Craftsman -
Level I or higher by CPAA, CPC Craftsman, or equivalent.
3. Manufacturer Qualification: Approved by manufacturer to apply liquid
applied products.
B. Field Mock-up: Before performing work of this Section, provide following field
mock-up to verify selections made under submittals and to demonstrate aesthetic
effects of polishing. Approval does not constitute approval of deviations from
Contract Documents, unless Architect specifically approves deviations in writing.
1. Form, reinforce, and cast concrete slab for 10-foot square field mock-up.
2. Mock-up shall be representative of work to be expected.
3. Perform grinding, honing, and polishing work as scheduled for Project using
same personnel as will perform work for Project.
4. Approval is for following aesthetic qualities:
a. Compliance with approved submittals.
b. Compliance with specified aggregate exposure class.
c. Compliance with specified appearance level.
d. Compliance with specified color.
5. Obtain Architect's approval before starting work on Project.
6. Protect and maintain approved field mock-ups during construction in an
undisturbed condition as a standard for judging completed work.
7. Upon completion of mock-up; owner to review and approve desired outcome
and sign off. Mock-up to be used as a reference throughout the polishing
phases of the project.
C. Pre -Installation of Concrete Conference: Prior to placing concrete for areas
scheduled for polishing, conduct conference at Project to comply with
requirements of applicable Division 01 Sections.
Required Attendees:
a. Owner.
b. Architect.
c. Contractor, including supervisor.
d. Concrete producer.
e. Concrete finisher, including supervisor.
f. Concrete polisher, including supervisor.
g. Technical representative of liquid applied product manufacturers.
2. Minimum Agenda: Polisher shall demonstrate understanding of work
required by reviewing and discussing procedures for, but not limited to,
following:
a. Tour field mock-up and representative areas of required work,
discuss and evaluate for compliance with Contract Documents,
including substrate conditions, surface preparations, sequence of
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procedures, and other preparatory work performed by other installers.
b. Review Contract Document requirements.
c. Review approved submittals and field mock-up.
d. Protection of concrete substrate during construction and prior to
polishing process.
e. Project phasing and scheduling for each step of grinding, honing and
polishing operations including, but not limited to:
i. Quality of qualified personnel committed to project.
ii. Quality and size of grinders committed to project.
iii. Proper disposal of concrete slurry and/or concrete dust.
Details of each step of grinding, honing, and polishing operations.
i. Application of color.
ii. Application of liquid applied products.
iii. Protecting polished concrete floors after polishing work is
complete.
3. Reports: Record discussions, including decisions and agreements reached,
and furnish copy of record to each party attending.
1.5 FIELD CONDITIONS
A. Damage and Stain Prevention: It is the responsibility of others to prevent
damage and staining of concrete surfaces to be polished.
1. Prohibit use of markers, spray paint, and soapstone.
2. Prohibit improper application of liquid membrane film forming curing
compounds.
3. Prohibit vehicle parking over concrete surfaces.
4. Prohibit pipe -cutting operations over concrete surfaces.
5. Prohibit storage of any items over concrete surfaces for not less
than 28 days after concrete placement.
6. Prohibit ferrous metals storage over concrete surfaces.
7. Protect from petroleum, oil, hydraulic fluid, or other liquid dripping
from equipment working over concrete surfaces.
8. Protect from acids and acidic detergents contacting concrete
surfaces.
9. Protect from painting activities over concrete surfaces.
B. Environmental Limitations: Comply with manufacturer's written instructions for
substrate temperature, ambient temperature, moisture, ventilation, and other
conditions affecting liquid applied product application.
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BONDED ABRASIVE POLISHED CONCRETE FLOORS
PART 2 — PRODUCTS
2.1 LIQUID APPLIED PRODUCTS
A. Liquid Densifier: An aqueous solution of silicon dioxide dissolved in one of the
following hydroxides that penetrates into the concrete surface and reacts with
the calcium hydroxide to provide a permanent chemical reaction that hardens
and densifies the wear surface of the cementitious portion of the concrete.
1. Sodium Silicate
2. Potassium Silicate
3. Lithium Silicate
4. Alkali solution of Colloidal Silicates or Silica
B. Dye: Non -film forming soluble colorant dissolved in a carrier designed to
penetrate and alter coloration of a concrete floor surface without a chemical
reaction.
C. Pigmented Micro Stains: Fine pigment particles suspended in water- based
silicate solution that penetrates concrete and reacts with calcium hydroxide to
lock in color particles.
D. Acid Stain: Reactive solution of one or more metal salts stabilized by acid that
produces coloration in a concrete substrate by neutralization of acid followed by
precipitation of metal hydroxides or oxides.
2.2 ACCESSORIES
A. Repair Material: A product that is designed to repair cracks and surface
imperfections. The specified material must have sufficient bonding capabilities to
adhere after the polishing to the concrete surface and provide abrasion
resistance equal to or greater than the surrounding concrete substrate.
B. Grout Material: A thin mortar used for filling spaces. Acceptable products shall
be:
1. Epoxy.
2.3 POLISHING EQUIPMENT
A. Field Grinding and Polishing Equipment:
1. A multiple head, counter rotating, walk behind or ride on machine, of various
size and weights, with diamond tooling affixed to the head for the purpose of
grinding concrete. Excludes janitorial maintenance equipment.
2. If dry grinding, honing, or polishing, use dust extraction equipment with flow
rate suitable for dust generated, with squeegee attachments to meet OSHA
requirements.
3. If wet grinding, honing, or polishing, use slurry extraction equipment suitable
for slurry removal and containment prior to proper disposal.
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B. Edge Grinding and Polishing Equipment: Hand-held or walk -behind machines
which produces the same results, without noticeable differences, as field grinding
and polishing equipment.
C. Burnishing Equipment: High speed walk -behind or ride -on machines capable of
generating 1000 to 2000 revolutions per minute and with sufficient head pressure
of not less than 20 pounds to raise floor temperature by 20 degrees F.
D. Diamond Tooling: Abrasive tools that contain industrial grade diamonds within a
bonded matrix (such as metallic, resinous, ceramic, etc.) that are attached to
rotating heads to refine the concrete substrate.
1. Bonded Abrasive: Abrasive medium that is held within a bonding
that erodes away to expose new abrasive medium as it is used.
2. Metal Bond Tooling: Diamond tooling that contains industrial grade
diamonds with a metallic bonded matrix that is attached to rotating
heads to
refine the concrete substrate. These tools are available in levels of
soft, medium, and hard metallic matrices that are matched with
contrasting concrete substrates (i.e. hard matrix/soft concrete,
medium matrix/medium concrete, soft matrix/hard concrete) and
are typically used in the grinding
and early honing stages of the polishing process.
3. Resin Bond Tooling: Diamond tooling that contains industrial grade
diamonds within a resinous bonded matrix (poly -phenolic, ester -
phenolic, and thermoplastic -phenolic) that is attached to rotating
heads to refine the concrete substrate. Resin bond tooling does not
have the soft/medium/hard characteristics of metal bond tooling
and are typically used for the later honing and polishing stages of
the polishing process.
4. Hybrid Tooling: Diamond tooling that combines metal bond and
resin bond that has the characteristics of both types of tooling.
These types of tools are typically used as either transitional tooling
from metal bond tools to resin bond tools or as a first cut tool on
smooth concrete surfaces.
5. Transitional Tooling: Diamond tooling that is used to refine the
scratch pattern of metal bond tooling prior to the application of resin
bond tooling in an effort to extend the life of resin bond tooling and
to create a better foundation for the polishing process.
6. Abrasive Pad: An abrasive pad, resembling a typical floor
maintenance burnishing pad that has the capability of refining the
concrete surface on a microscopic level that may or may not
contain industrial grade diamonds.
These pads are typically used for the maintenance and/or
CITY OF NEWPORT BEACH 03 3543 - 5 Drawing No. -
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BONDED ABRASIVE POLISHED CONCRETE FLOORS
restoration of previously installed polished concrete flooring.
PART 3 — EXECUTION
3.1 EXAMINATION
A. Acceptance of Surfaces and Conditions:
Examine substrates to be polished for compliance with requirements and other
conditions affecting performance.
a. Concrete finished floor flatness according to applicable
B. Proceed only when unsatisfactory conditions have been corrected in a manner
complying with Contract Documents.
C. Starting work within a particular area will be construed as acceptance of surface
conditions.
3.2 PREPARATION
A. Cleaning New Concrete Surfaces:
1. Prepare and clean concrete surfaces.
2. Provide sound concrete surfaces free of laitance,
curing compounds, form -release agents, dust, dirt,
and other contaminants incompatible with liquid
polishing.
3.4 COLORING CONCRETE FLOORS
A. Dye or Pigmented Micro Stain Application:
1. Follow manufacturer's recommendation.
3.5 POLISHING CONCRETE FLOORS
glaze, efflorescence,
grease, oil, paint splatter,
applied products and
A. Perform all polishing procedures to ensure a consistent visual appearance from
wall to wall.
B. Initial Grinding:
1. Use grinding equipment with metal or semi -metal bonded tooling.
2. Begin grinding in one direction using sufficient size equipment and diamond
tooling to meet specified aggregate exposure class.
3. Make sequential passes with each pass perpendicular to previous pass
using finer grit tool with each pass, up to 100 grit metal bonded tooling.
4. Achieve maximum refinement with each pass before proceeding to finer grit
tools.
5. Clean floor thoroughly after each pass using dust extraction equipment
properly fitted with squeegee attachment or walk behind auto scrubber
suitable to remove all visible loose debris and dust.
6. Continue grinding until aggregate surface exposure matches approved field
mock-up.
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BONDED ABRASIVE POLISHED CONCRETE FLOORS
C. Treating Surface Imperfections:
1. Mix patching compound or grout material with dust created by grinding
operations, manufacturer's tint, or sand to match color of adjacent concrete
surfaces.
2. Fill surface imperfections including, but not limited to, holes, surface damage,
small and micro cracks, air holes, pop -outs, and voids with grout to eliminate
micro pitting in finished work.
3. Work compound and treatment until color differences between concrete
surface and filled surface imperfections, compared to mockup, are not
reasonably noticeable when viewed from 20 feet away under lighting
conditions that will be present after construction.
D. Liquid Densifier Application: Apply undiluted to point of rejection, remove
excess liquid, and allow curing according to manufacturer's instructions.
E. Grout Grinding:
1. Use grinding equipment and appropriate grit and bond diamond tooling.
2. Apply clear epoxy, into cracks of the concrete slab to fill surface
imperfections.
3. Clean floor thoroughly after each pass using dust extraction equipment
properly fitted with squeegee attachment or walk behind auto scrubber
suitable to remove all visible loose debris and dust.
F. Honing:
1. Use grinding equipment with hybrid or resin bonded tooling.
2. Hone concrete in one direction starting with 100 grit tooling and make as
many sequential passes as required to remove scratches, each pass
perpendicular to previous pass, up to 400 grit tooling reaching maximum
refinement with each pass before proceeding to finer grit tooling.
3. Clean floor thoroughly after each pass using dust extraction equipment
properly fitted with squeegee attachment or walk behind auto scrubber
suitable to remove all visible loose debris and dust.
G. Polishing:
1. Use polishing equipment with resin -bonded tooling.
2. Begin polishing in one direction starting with 800 grit tooling.
3. Make sequential passes with each pass perpendicular to previous pass
using finer grit tooling with each pass until the specified level of appearance
has been achieved.
4. Achieve maximum refinement with each pass before proceeding to finer grit
pads.
5. Clean floor thoroughly after each pass using dust extraction equipment
properly fitted with squeegee attachment or walk behind auto scrubber
suitable to remove all visible loose debris and dust.
6. Stain Protection: Uniformly apply and remove excessive liquid according to
manufacturer's instructions. Final film thickness should be less than .05 mils
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after cure.
7. Final Polish: Using burnishing equipment and finest grit abrasive pads,
burnish to uniform reflective sheen matching approved field mock-up.
H. Final Polished Concrete Floor Finish:
1. Aggregate Exposure Class B — Fine Aggregate: Surface exposure of 85 to
95% fine aggregate and 5 to 15% cement fines and coarse aggregate based on
visual observation of the overall area of the polished floor.
2. Appearance Level 3 — Polished:
a. Procedure: Recommended not less than 4 steps with full refinement of each
diamond tool with one application of densifier.
b. Measurement: Determine the Image Clarity Value, %, and the Haze Index:
1) Image Clarity Value, %: An average value of 40 to 69 measured in
accordance with ASTM D5767 prior to the application of sealers.
2) Haze Index: An average value less than 10 measured in accordance with
ASTM D4039 prior to the application of sealers.
3) The minimum number of tests distributed across the polished surface
should be three, for areas up to 1000 ft2 and one additional test for each
1000 ft2 or fraction thereof. This applies to both the Image Clarity Value
and Haze Index.
3.6 PROTECTION
A. Protection is the responsibility of others.
END OF SECTION
CITY OF NEWPORT BEACH 03 3543 - 8 Drawing No. -
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OFFICE RENOVATION
SECTION 05 4000
COLD FORMED METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Load -bearing and metal stud wall and partition framing, with anchorage
and bracing.
2. Solar tube support framing.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents.
1.2 REFERENCES
A. American Iron and Steel Institute (AISI)
1. Specification for the Design of Cold -Formed Steel Structural Members.
2. Cold -Formed Steel Design Manual (Latest).
B. American National Standards Institute (ANSI)
1. ANSI A58.1 - Roof, Wind and Snow Loads.
C. American Society for Testing and Materials (ASTM):
1. ASTM A653 - Standard Specification for Steel Sheet, Zinc -coated
(Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip
Process.
2. ASTM A1101- Hot -Rolled Carbon Steel Sheet & Strip, Carbon Hot -Rolled
Structural Quality.
3. ASTM A1008- Standard Specification for Structural Steel Sheet, Carbon,
Cold -Rolled.
4. ASTM C955 - Standard Specification for Load Bearing Steel Studs,
Runners (Track), Bracing, and Bridging for Screw Application of Gypsum
Panel Products.
D. American Welding Society (AWS):
1. AWS D1.1 - Structural Welding Code and D1.3 - Specifications for
Welding Sheet Steel in Structures.
2. AWS - Standard Qualification Procedure.
E. Federal Specification.
1. FS TT-P-636C - Rust -Inhibitive Paint.
CITY OF NEWPORT BEACH 05 4000 - 1 Drawing No. -
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COLD FORMED METAL FRAMING
F. Metal Lath/Steel Framing Association (ML/SFA) - Lightweight Steel Framing
Systems Manual, Latest Edition.
1.3 SYSTEM DESCRIPTION
A. Design Requirements: The supplier shall design and/or verify the size and
strength of all light gauge cold -formed Metal Framing members and
connections in accordance with the ML/SFA Lightweight Steel Framing
Systems Manual.
1. Design shall use the superimposed design loads specified in the Design
Criteria section of the Structural General Notes in the Contract Drawings.
2. Design shall be based upon information shown on the drawings and
specified herein.
3. Additional Design Criteria - ANSI A58.1 or:
a. Load -bearing live loads:
1) Load -bearing partitions:
i. Lateral pressures: 5 psf
2) Non -load -bearing partitions:
i. Lateral pressures: 5 psf
4. Design shall conform to: AISI Specification for the Design of Cold -Formed
Steel Structural Members. Wall bridging shall be designed to provide
resistance to minor axis bending and rotation of wall studs. Designated
selected exterior and/or interior walls shall be designed to provide frame
stability and lateral load resistance. All connections (member to member,
and member to structure) shall be designed and detailed.
5. Qualification of Field Welding: Qualify welding process and welding
operators in accordance with AWS Standard Qualification Procedure.
6. Design non -axial load -bearing framing to accommodate 1/2 inch (13 mm)
vertical deflection.
1.4 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. All shop drawings and calculations must bear the seal and signature of an
engineer registered in the jurisdiction where project is being constructed.
2. Product Data:
a. Manufacturers' literature containing product and installation
specifications and details.
3. Shop Drawings:
a. Documents illustrating materials, shop coatings, steel thickness,
details of fabrication and erection, details of attachment, spacing of
fasteners, required accessories and critical installation procedures.
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4. Calculations:
a. Engineering calculations or data verifying the framing assembly's
ability to meet or exceed design requirements as stated here -in and
required by local codes, prepared under the supervision of a
Professional Engineer.
5. Assurance/Control Submittals:
a. Test Reports: Submit the following reports directly to Project
Manager from Testing Laboratory, with copy to Contractor. Prepare
reports in conformance with Section 01 4000 - Quality
Requirements:
1) Testing/Inspection reports conducted on shop and field -bolted
and welded connections. Include data on type(s) of tests
conducted and test results. Note inspection findings.
b. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
C. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products specified
with minimum 5 years documented experience.
2. Installer: Company specializing in performing the Work of this Section
with minimum 5 years documented experience.
B. Pre -Installation Meetings-
1. Convene a pre -installation meeting one week prior to commencing Work
of this Section. Notify the Architect and Project Manager of the meeting
date and time at least 7 days prior.
2. Require attendance of parties directly affecting Work of this Section.
3. Review conditions of operations, procedures and coordination with related
Work.
4. Agenda:
a. Tour, inspect, and discuss conditions of installation of other work
including door and window frames and mechanical and electrical
work.
b. Review areas of potential interference and conflicts, and coordinate
layout and support provisions for interfacing work.
C. Review required submittals, both completed and yet to be
completed.
d. Review Drawings.
e. Review and finalize construction schedule related to cold formed
metal framing installation and verify availability of materials,
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personnel, equipment, and facilities needed to make progress and
avoid delays.
f. Review required inspections, testing, certifying, and material usage
accounting procedures.
g. Review weather and forecasted weather conditions, and procedures
for coping with unfavorable conditions.
h. Review safety precautions relating to operations.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
Products.
B. Protect metal framing units from rusting and damage. Deliver to project site in
manufacturer's unopened containers or bundles, fully identified with name,
brand, type and grade. Store off ground in a dry ventilated space or protect
with suitable waterproof coverings and protect against mechanical damage to
units. Store materials on a flat plane. Any damaged materials shall be
removed from the site.
PART 2 - PRODUCTS
2.1 MATERIALS
A. All studs and/or joists and accessories shall be of the type, size, gauge and
spacing shown on the plans or as required by manufacturer design, if called for.
Studs, runners (track), bracing, and bridging shall be manufactured per ASTM
Specification C-955.
B. All painted studs, joists and accessories shall be formed from steel that
conforms to the requirements of ASTM A570 or A611, as set forth in Section
1.2 of the AISI Specification for the Design of Cold -Formed Steel Structural
Members (latest edition).
C. All galvanized studs, joists and accessories shall be formed from steel that
conforms to the requirements of ASTM A653, as set forth in Section 1.2 of the
AISI Specification for Design of Cold -Formed Steel Structural Members (latest
edition).
D. All painted studs, joists and accessories shall be prime -painted with a rust -
inhibitive paint, FS TT-P-636C.
E. All galvanized studs, joists and accessories shall have a minimum G-60
coating.
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F. All section properties shall be calculated in accordance with the AISI
Specification for the Design of Cold -Formed Steel Structural Members (latest
edition).
G. Framing Accessories:
1. Subject to compliance with project requirements, manufacturers offering
Products which may be incorporated in the Work include the following:
a. B&D Industries, LLC, Albany, NY (800) 924-4807.
b. Dietrich, Pittsburgh, PA (800) 873-2443.
C. The Steel Network, Incorporated., Raleigh, NC (888) 474-4876.
2. Section 01600 - Product Requirements: Product options and
substitutions. Substitutions: Permitted.
3. Interior or Exterior non -axial -load -bearing Wall Head Condition Deflection
Accessories:
a. Dietrich: Double -Deep -Leg Track.
b. The Steel Network: VertiClip® SLD (interior), SL (exterior).
4. Exterior non -axial -load -bearing Wall Slab Bypass Deflection Accessories:
a. B&D: Quick Clip®.
b. The Steel Network: VertiClip® SLB or SLS Series.
2.2 FABRICATION
A. General: Framing components may be prefabricated prior to erection.
Fabricate components plumb, square, true to line and braced against racking
with joints welded. Perform lifting of prefabricated components in a manner to
prevent damage or distortion.
B. Fastenings: Attach similar components by welding. Attach dissimilar
components by bolting, or screw fasteners, as standard with manufacturer.
C. Cutting of steel framing members may be accomplished with a saw or shear.
Torch cutting of load carrying members is not permitted.
D. Wire tying of framing components is not permitted.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7000 - Execution: Verification of existing conditions before starting
work.
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B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
C. Report in writing to Project Manager prevailing conditions that will adversely
affect satisfactory execution of the Work of this Section. Do not proceed with
Work until unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the Los
Angeles County.
3.2 INSTALLATION AND STUDWALLS
A. Manufacturer's Instructions: Install metal framing systems in accordance with
manufacturer's printed or written instructions and recommendations, unless
otherwise indicated.
B. Stud Walls:
1. Runner Tracks: Install continuous tracks sized to match studs. Align
tracks accurately to layout at base and tops of studs. Secure tracks as
recommended by stud manufacturer for type of construction involved,
except do not exceed 24 inches on center spacing for nail or power -
driven fasteners, or 16 inches on center for other types of attachment.
Provide fasteners at corners and ends of tracks.
2. Position studs' plumb in runners and space no greater than 16 inches and
not more than 2 inches from abutting walls and at each side of openings.
Connect studs to upper and lower tracks using self -drilling, screws or
welding in accordance with Manufacturer's recommendations such that
the connection meets or exceeds the design loads required at that
connection.
3. Brace all studs at mid -height for added strength, stiffness, and fire -
stopping.
4. Construct corners using minimum of three studs. Double studs at door,
window, and sidelight jambs. Install intermediate studs above and below
openings to match wall stud spacing.
5. Provide deflection allowance below supported horizontal building framing
in ceiling or head track for non -load -bearing framing in a method
recommended by stud manufacturer.
a. Where walls and partitions must close out against the deck for
smoke and fire separation provide a top track rigidly attached to
vertical studs but free to move vertically in a 14 gauge break -formed
deep leg track rigidly attached to deck with slack to accommodate
structural live load deflections noted on drawings; or head condition
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vertical slide clips in coordination with alignment track (20 gage at
exterior walls, 25 gage at interior walls).
b. Where wall or partition studs pass by the structural deck provide
vertical slide clips welded or screw attached to the structural support
but do not attach rigidly to studs.
3.3 INSTALLATION: PRE -FABRICATED AND PANELIZED CONSTRUCTION
A. Panels shall be designed to resist construction and handling loads as well as
service loads.
3.4 INSTALLATION: NON -PANELIZED (STICK -BUILT) MEMBERS
A. Align track accurately at supporting structure and fasten to structure as shown
on shop drawings.
B. Track intersections shall butt evenly.
C. Studs shall be plumbed, aligned, and securely attached to flanges or webs of
upper and lower tracks. Axially loaded studs shall be seated squarely in both
top and bottom tracks.
3.5 INSTALLATION: JOISTS
A. Joist shall be located directly over bearing studs or a load distribution member
shall be provided to transfer loads.
B. Provide web stiffeners where necessary at reaction points, and at points of
concentrated loads, as shown on the shop drawings.
C. Bridging, either strap or solid, shall be provided as shown on the shop
drawings.
D. Provide additional joists under parallel partitions where the partition length
exceeds 1 /2 of the joist span.
E. Provide additional joists around all floor/roof openings which are larger than the
joist spacing and as noted on the shop drawings.
F. End blocking shall be provided where joist ends are not otherwise restrained
from rotation.
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3.6 FASTENINGS AND ATTACHMENTS
A. Anchorage of the tracks to the structure shall be with methods designed for the
specific application of sheet to that surface. Size, penetration, type and
spacing shall be determined by design.
B. Welds shall conform to the requirements of AWS D1.1, AWS D1.3, and AISI
Manual Section 4.2. Welds may be butt, fillet, spot, or groove type, the
appropriateness of which shall be determined by, and within the design
calculations. All welds shall be touched -up using zinc rich paint to galvanized
members, and paint similar to that used by the manufacturer for painted
members.
C. Steel drill screws shall be of the minimum diameter indicated by the design of
that particular attachment detail. Penetration through joined materials shall not
be less than 3 exposed threads.
D. Wire tying in structural applications is not permitted.
3.7 CONSTRUCTION
A. Site Tolerances:
1. Vertical alignment (plumbness) of studs shall be within 1/960th (1/8 inch in
10.0 inches) of the span.
2. Horizontal alignment (levelness) of walls shall be within 1/960th (1/8 inch
in 10.0 inches) of their respective lengths.
3. Spacing of studs shall not be more than ±1/8 inch from the designed
spacing providing that the cumulative error does not exceed the
requirements of the finishing materials.
4. Squareness - Prefabricated panels shall not be more than 1/8 inch out of
square within the length of that panel.
3.8 FIELD QUALITY CONTROL
A. Section 01 4000 - Quality Requirements: Field testing and inspection.
1. Inspect all work in order to assure strict conformance to the shop
drawings at all phases of construction.
2. All members shall be checked for proper alignment, bearing,
completeness of attachments, proper placement, reinforcement, etc.
3. All attachments shall be checked for conformance with the shop drawings.
All welds shall be touched -up as specified herein.
4. General Inspection of structure shall be completed prior to applying loads
to those members.
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5. Inspections where and as required by local codes shall be controlled
inspections.
END OF SECTION
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SECTION 05 5000
METAL FABRICATIONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Decorative Metal Fencing & Gates
2. Sheet Metal
B. Related Documents: The Contract Documents, as defined in Division 1 - Summary of Work, apply
to the Work of this Section. Additional requirements and information necessary to complete the
Work of this Section may be found in other Documents.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A123, "Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products."
2. ASTM A153, "Zinc Coating (Hot -Dip) on Iron and Steel Hardware."
3. ASTM A307, "Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength."
4. ASTM A568, "Specification for General Requirements for Steel Sheet, Carbon, and High -
Strength, Low Alloy Hot -Rolled and Cold Rolled."
5. ASTM A627, "Specification for Homogeneous Tool -Resisting Steel Bars for Security
Applications.
6. ASTM A780, "Practice for Repair of Damaged and Uncoated Areas of Hot -Dipped
Galvanized Coatings."
B. American Welding Society (AWS):
1. AWS D1.1 - Structural Welding Code.
C. Steel Structures Painting Council Specification (SSPC):
1. Steel Structures Painting Manual.
1.3 SUBMITTALS
A. Division 1 - Submittal Procedures: Procedures for submittals.
1. Product Data:
a. Submit complete descriptive data for all stock items.
2. Shop Drawings:
a. Prepare Shop Drawings under seal of professional structural engineer registered in
state where Project is located for products requiring structural engineering.
b. Include profiles, sizes, connection attachments, reinforcing, anchorage, size and
type of fasteners and accessories, erection drawings, elevations, welded
connections using standard AWS welding symbol with net weld lengths.
C. Take field measurements prior to preparation of shop drawings and fabrication when
possible. Allow for trimming and fitting whenever taking of field measurements
before fabrication might delay construction.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Transport, handle, store, and protect Products.
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PART 2-PRODUCTS
2.1 MATERIALS
A. Steel plates, angles, and other structural shapes shall conform to ASTM A36.
B. Steel pipe shall conform to ASTM A53, Grade B, Schedule 40.
C. Galvanized steel pipe and tube shall conform to ASTM A53.
D. Steel Tubing shall conform to ASTM A500.
E. Sheet Steel Galvanized: ASTM A446.
F. Sheet and Strip Steel Hot Rolled: ASTM A568.
G. Welding Materials: AWS D1.1; type required for materials being welded.
H. Stainless Steel Sheet: ASTM A 240/A 240M, type 304 with #4 finish.
Anchors
1. Threaded Type Concrete Inserts: Galvanized malleable iron or cast steel capable of
receiving 3/4-inch diameter machine bolts.
2. Slotted Type Concrete Inserts: Welded box type fabricated with minimum 1/8-inch-thick
galvanized pressed steel plate with slot to receive 3/4-inch diameter square head bolt and
knockout cover.
3. Expansion Shield for Masonry Anchorage: FS FF-2-325.
4. Toggle Bolts: FS FF-B-588.
J. Fasteners
1. Bolts, Nuts and Washers for Exterior Locations: ASTM A307, galvanized in accordance
with ASTM A153.
2. Bolts, Nuts and Washers for Interior Locations: ASTM A307, Grade A, regular hexagon
head.
3. Bolts, Round Head: ANSI B-18.5
4. Wood Screws, Flat Head Carbon Steel: ANSI B-18.6.1.
5. Plain Washers, Helical Spring Type Carbon Steel: FS FF-W-84.
K. Primers:
1. Primer for Painting: One of following:
a. Tnemec, Kansas City, MO, (816) 474-3400: No. 99 red primer.
b. Chessman -Elliot Company: Ceco No. 15 Primox.
C. Rowe Products, Inc.: No. 7-C-19.
d. Section 01 60 00 — Product Requirements. Substitutions: Permitted.
2. Touch -Up Primer for Galvanized Surfaces: FS TT-P-641.
2.2 FABRICATION
A. Fabricate steel items according to approved shop drawings and to applicable portions of AISC
Specifications. Conceal welds where possible; grind exposed welds smooth and flush with
adjacent finished surface. Ease exposed edges to small uniform radius.
B. Pre -assemble products in shop to greatest extent possible. Disassemble units to extent
necessary for shipping and handling. Clearly mark units for re -assemble and installation.
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C. For exposed to view fabrications, use materials which are smooth and free of surface blemishes
including pitting, seams marks, roller marks, roller trade names and roughness. Remove
blemishes by grinding or by welding and grinding, prior to cleaning, treating and application of
surface finishes including zinc coating.
D. Fabricate items with joints tightly fitted and secured.
E. Fit and shop assemble in largest practical sections for delivery to Project site.
F. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located;
consistent with design of structure, except where specifically noted otherwise.
G. Make exposed joints butt tight, flush and hairline.
H. Fabricate anchorage and related components of same material and finish as metal fabrication,
unless indicated otherwise.
2.3 ROUGH HARDWARE
A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other
miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for
anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock
rough hardware items are specified in Division 6 sections.
B. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable -iron washers for
heads and nuts which bear on wood structural connections: elsewhere. furnish steel washers.
2.4 MISCELLANEOUS STEEL TRIM
A. Provide shapes and sizes indicated for profiles shown. Unless otherwise indicated, fabricate units
from structural steel shapes, plates, and steel bars, with continuously welded joints and smooth
exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and
anchorages as required for coordination of assembly and installation with other work.
B. Galvanize miscellaneous framing and supports in the following locations:
1. Exterior locations.
2.5 FINISHES, GENERAL
A. Comply with NAAMM "Metal Finishes Manual' for recommendations relative to application and
designations of finishes.
B. Finish metal fabrications after assembly.
2.6 STEEL AND IRON FINISHES
A. Galvanizing: For those items indicated for galvanizing, apply zinc -coating by the hot -dip process
compliance with the following requirements:
1. ASTM Al53 for galvanizing iron and steel hardware.
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ASTM A123 for galvanizing both fabricated and unfabricated iron and steel products made
of uncoated rolled, pressed, and forged shapes, plates, bars, and strip 0.0299 inch thick
and heavier.
B. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum
requirements indicated below for SSPC surface preparation specifications and environmental
exposure conditions of installed metal fabrications:
1. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning":
C. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finish
or to be embedded in concrete, sprayed -on fireproofing, or masonry, unless otherwise indicated.
Comply with requirements of SSPC-PA1 "Paint Application Specification No. 1" for shop painting.
2.7 SHOP PAINTING AND PROTECTIVE COATING
A. Conform to Steel Structures Painting Council Specification 15-68T, Type 1, including preparation
for painting.
B. Hot -Dip galvanizing and zinc coatings applied on products fabricated from rolled, pressed, and
forged steel shapes, plates, bars, and strips shall comply with ASTM Specification A123.
Galvanized surfaces for which a shop coat of paint is specified shall be chemically treated to
provide a bond for the paint. Except for bolts and nuts, all galvanizing shall be done after
fabrication.
C. Clean surfaces of rust, scale, grease, and foreign matter in accordance with SSPC SP-1 solvent
cleaning, prior to finishing. Prepare surfaces for painting in accordance with SSPC-SP2 Hand
Tool Cleaning, SSPC-SP3 Power Tool Cleaning or SSPC SP-7 Brush Off Blast Cleaning.
D. Do not prime surfaces in direct contact bond with concrete or where field welding is required.
E. Prime paint items scheduled with one coat.
F. Protect aluminum surfaces in contact with steel with zinc chromate primer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 70 00 - Execution and Closeout Requirements: Verification of existing conditions
before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions
are as required, and ready to receive Work.
C. Report in writing to Project Manager prevailing conditions that will adversely affect satisfactory
execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions
have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting
unsuitable conditions encountered at no additional cost to the City/Owner.
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3.2 PREPARATION
A. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and
directions for installation of anchorages, including concrete inserts, sleeves, anchor bolts, and
miscellaneous items having integral anchors that are to be embedded in concrete or masonry
construction. Coordinate delivery of such items to project site.
3.3 INSTALLATION
A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary
for securing miscellaneous metal fabrications to in -place construction; include threaded fasteners
for concrete and masonry inserts, toggle bolts, through -bolts, lag bolts, wood screws, and other
connectors as required.
B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of
miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and
elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from
established lines and levels.
C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete
masonry or similar construction.
D. Fit exposed connections accurately together to form hairline joints. Weld connections that are
not to be left as exposed joints but cannot be shop welded because of shipping size limitations.
Do not weld, cut, or abrade the surfaces of exterior units which have been hot dip galvanized after
fabrication, and are intended for bolted or screwed field connections.
E. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding,
appearance and quality of welds made, methods used in correcting welding work, and the
following:
1. Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, finish exposed welds and surfaces smooth and blended so that
no roughness shows after finishing and contour of welded surface matches those adjacent.
3.4 ADJUSTING AND CLEANING
A. Touch -Up Painting: Immediately after erection, clean field welds, bolted connections, and
abraded areas of shop paint, and paint exposed areas with same material as used for shop
painting to comply with SSPC-PA 1 requirements for touch-up of field painted surfaces.
1. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils.
B. For galvanized surfaces clean welds, bolted connections and abraded areas and apply
galvanizing repair paint to comply with ASTM A780.
END OF SECTION
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SECTION 06 6116
SOLID SURFACING FABRICATIONS
PART1 GENERAL
1.1 GENERAL REQUIREMENTS
A. Work of this Section, as shown or specified, shall be in accordance
with the requirements of the Contract Documents.
1.2 SECTION INCLUDES
A. Work of this Section includes all labor, materials, equipment, and services
necessary to complete the solid surfacing fabrications as shown on the
drawings and/or specified herein, including, but not limited to, the following:
1. Solid surfacing material countertops.
1.3 RELATED SECTIONS
A. Quality Requirements - Section 01 4000 for Mock-ups.
B. Architectural Woodwork - Section 06 4023.
C. Division 22 Plumbing Section.
1.4 REFERENCES
A. ASTM D 256 - Standard Test Method for Determining the Pendulum
Impact Resistance of Notched Specimens of Plastics.
B. ASTM D 570 - Standard Test Method for Water Absorption.
C. ASTM D 638 - Standard Test Method for Tensile Properties.
D. ASTM D 696 - Standard Test Method for Coefficient of Linear Thermal
Expansion of Plastics Between -30 degrees C. And 30 degrees C.
E. ASTM D 785 - Standard Test Method for Rockwell Hardness of Plastics
and Electrical Insulating Materials.
F. ASTM D 790 - Standard Test Methods for Flexural Properties of Un-
reinforced and Reinforced Plastics and Electrical Insulating Materials.
G. ASTM D 785 - Standard Test Method for Rockwell Hardness of Plastics
and Electrical Insulating Materials.
H. ASTM G 22 - Standard Practice for Determining Resistance of Plastics to
Bacteria.
NEMA - National Electrical Manufacturers Association.
J. NSF - National Sanitation Foundation.
1.5 SUBMITTALS
A. Shop Drawings: Indicate dimensions, component sizes, fabrication
details, attachment provisions and coordination requirements with adjacent
work.
B. Samples: Submit three (3) minimum 12" x 12" samples of each type of
solid surface specified. Indicate full range of color and pattern variation.
Samples must have outside corner/nosing/edging as shown on drawings
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SOLID SURFACING FABRICATIONS
and fully finished as if it were the final end -product. Approved samples
will be retained as a standard for work.
C. Product Data: Indicate product description, fabrication information, a n d
compliance with specified performance requirements.
D. Maintenance Data: Submit manufacturer's care and maintenance data,
including repair and cleaning instructions. Include in the project closeout
documents.
1.6 QUALITY ASSURANCE
A. Applicable Standards: Standards of the following, as referenced herein-
1 . American National Standards Institute (ANSI).
2. American Society for Testing and Materials (ASTM).
B. Allowable Tolerances:
1. Variation in Component Size: + 1 /8".
2. Location of Openings: + 1/8" from indicated location.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver no components to project site until areas are ready for installation.
Store indoors.
B. Handle materials to prevent damage to finished surfaces. Provide
protective coverings to prevent physical damage or staining following
installation for duration of project.
1.8 WARRANTY
A. Warranty: The manufacturer shall warrant to the Owner that the
manufacturer will, at his option, repair or replace without charge, such
product if it fails due to a manufacturing defect during the first 10 years after
initial installation. This includes all labor charges needed to repair or
replace the product covered hereunder.
PART 2 PRODUCTS
2.1 SOLID SURFACING MATERIAL
A. Material: Cast, filled, acrylic; not coated, laminated or of composite
construction, meeting ANSI Z124-1980, Type Six, and ISS FA-2.01
"Classification and Standards Publication of Solid Surfacing Material" as
published by the International Solid Surface Fabricators Association
(ISSFA).
B. Material shall conform to the published performance characteristics of
ISSFA-2- 01.
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OFFICE RENOVATION
SECTION 06 6116
SOLID SURFACING FABRICATIONS
C. Performance Standards
PROPERTY
Tensile Strength
Tensile Modulus
Elongation
Hardness
Gloss (60 degree)
Color Stability
Wear and Clean
Flammability
Flame Spread
Smoke Developed
Class
Water Absorption
Weight (% Max.)
Izod Impact
Impact Resistance
Sheets
Boiling Water Surface
Resistance
Stain Resistance
REQUIREMENT
6000 psi
1.5 x 106 psi
0.4% min.
94
56
5-20
No change, 200 hours
Passes
25
25
1
24 hrs. Long Term
0.09 0.80 (1 /4")
0.28 ft.-lbs./in.
No fracture
1/4" slab-36" drop
No visible change
Passes
TESTPROCEDURE
ASTM D 638-84
ASTM D 638-84
ASTM D 638-84
Rockwell "M" scale
Barcol Impressor
ANSI Z124-1980
HUD Bulletin UM-73-84
NEMA LD3
ANSI Z124-1980
HUD Bulletin UM-73-84
ASTM E 84-84a
ASTM D 570-81
ASTM D 256-084
NEMA LD3
1/2 lb. ball
NEMA LD3
ANSI Z124-1980
HUD Bulletin UM-73-84
D. Counters: Provide 3/4" thick solid surface counters with cut-outs and without
cutouts for sinks, and with integral vanity sinks, where indicated on the
drawings.
1. Edge treatment: '/4" Beveled
2. Backsplash: Applied.
3. Sidesplash: Applied.
E. Solid Surface Schedule: (Basis of Design)
SS-1 Manufacture: Corian or approved equal by Wilsonart or Formica.
Color: Per approved drawings material schedule.
Thickness: %", see details on approved drawings.
F. Counters shall be adhesively joined with no exposed seams, having edge
details shown on drawings.
G. Finish:
Provide a surface with a uniform finish
a. Matte: Gloss range of 5-20.
2.2 ACCESSORY PRODUCTS
A. Joint Adhesive: Manufacturer's standard two-part adhesive kit to create
inconspicuous, non -porous joints.
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OFFICE RENOVATION
SECTION 06 6116
SOLID SURFACING FABRICATIONS
B. Adhesive: Manufacturer's standard neoprene -based adhesive meeting ANSI
A146.1-1967 and UL listed.
C. Sealant: Manufacturer's standard mildew -resistant, FDA/UL recognized
silicone sealant in colors matching components.
2.3 FABRICATION
A. Fabricator must be approved by the solid surfacing material manufacturer.
B. Factory fabricate components exactly to sizes and shapes indicated, in
accordance with approved shop drawings. Contractor shall verify in the field
all installation conditions, prior to fabrication.
C. Form joints between components using manufacturer's standard joint
adhesive; without conspicuous joints. No joints or seams will be permitted
other than those shown on the approved shop drawings, unless specifically
approved by the Architect.
D. Provide factory cutouts for plumbing fittings and accessories as indicated on
the drawings.
E. Cut and finish component edges with clean, sharp returns. Route radii
and contours to template. Repair or reject defective and inaccurate work.
F. Provide all custom sizes, shapes, curves, configurations, reveals, and
edgings as called for and shown on the drawings in the dimension and
thicknesses noted.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install components plumb and level, scribed to adjacent finishes, in
accordance with approved shop drawings and product installation data.
B. Form field joints using manufacturer's recommended adhesive, with joints
inconspicuous in finished work. Keep components and hands clean when
making joints.
C. All surfaces, other than those surfaces that are the mounting/gluing
surfaces, must be fully polished to match the finished face of all
components. Unfinished surfaces will be rejected.
D. Final finished surfaces must be fully and evenly polished with
manufacturer's recommended finishing products. Unfinished surfaces will
be rejected.
E. Keep components and hands clean during installation. Remove adhesives,
sealants and other stains. Keep clean until Date of Substantial Completion.
Replace stained components.
F. Protect surfaces from damage until Date of Substantial Completion. Repair
work or replace damaged work that cannot be repaired to Architect's
satisfaction.
END OF SECTION
CITY OF SANTA MONICA 06 6116 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 06 10 00
ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1.
Wood Framing.
2.
Concealed blocking behind wall mounted items.
3.
Sheathing material.
4.
Wood treatment.
5.
Building paper.
B. Related Documents: The Contract Documents, as defined in Summary of Work,
apply to the Work of this Section. Additional requirements and information
necessary to complete the Work of this Section may be found in other documents.
1.2 REFERENCES
A. American Lumber Standards Committee (ALSC):
1. Softwood Lumber Standards.
B. American Plywood Association (APA):
1. Grades and Standards.
C. American Society for Testing and Materials (ASTM):
1. ASTM A307 - Specification for Carbon Steel Bolts and Studs, 60,000 psi
Tensile Strength.
2. ASTM E84 - Test Method for Surface Burning Characteristics of Building
Materials.
D. American Wood Preservers Association (AWPA):
1. AWPA - C1 - All Timber Products - Preservative Treatment by Pressure
Process.
2. AWPA - C15 - Wood for Commercial -Residential Construction Preservative
Treatment by Pressure Processes.
3. AWPA - C20 - Structural Lumber - Fire -Retardant Treatment by Pressure
Processes.
4. AWPA - C27 - Plywood - Fire -Retardant Treatment by Pressure Processes.
5. AWPA - P5 - Waterborne Preservatives.
E. Underwriters' Laboratories, Inc. (UL):
1. UL FR S - Fire Rated Treated Wood with Flame Spread and Smoke
Developed Ratings of 25 or less in accordance with ASTM E84.
2. UL 723 - Test for Surface Burning Characteristics of Building Materials.
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1.3 SUBMITTALS
A. Division 1: Procedures for submittals.
1. Assurance/Control Submittals:
a. Certificates:
1) Pressure Treated Wood: Certification from treating plant stating
chemicals and process used and net amount of preservative
retained are in conformance with specified standards.
2) Preservative Treated Wood: Certification for water -borne
preservative that moisture content was reduced to 19 percent
maximum, after treatment.
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with the following agencies-
1 . Lumber Grading Agency: Certified by ALSC.
2. Plywood Grading Agency: Certified by APA.
B. Regulatory Requirements: Conform to applicable codes for fire -retardant
treatment of wood surfaces for flame/smoke ratings.
1.5 DELIVERY, STORAGE AND HANDLING
A. Section 016000 - Product Requirements: Transport, handle, store, and protect
products.
1. Inspect wood materials for conformance to specified grades, species, and
treatment at time of delivery to Project Site.
2. Reject and return unsatisfactory wood materials.
B. Provide facilities for handling and storage of materials to prevent damage to
edges, ends and surfaces.
C. Keep materials dry. Stack materials off ground minimum 12 inches or, if on
concrete slab -on -grade, minimum 1-1/2 inches, fully protected from weather.
Provide for air circulation within and around stacks and under temporary
coverings.
D. For materials pressure treated with waterborne chemicals, place spacers
between each bundle to provide air circulation.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Environmental Impact:
CITY OF NEWPORT BEACH 06 10 00 - 2 Drawing No. -
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ROUGH CARPENTRY
1. Formaldehyde: Products containing urea -formaldehyde will not be
permitted.
2. Wood pressure treatment products: Products containing chromium will not
be permitted. Products containing arsenic will not be permitted.
3. Use exterior plywood only. Interior plywood is not permitted.
4. All wood products to be FSC Certified.
PART 2-PRODUCTS
2.1 LUMBER MATERIALS
A. Lumber, finished 4 sides, 15 percent maximum moisture content. Each piece of
lumber to be factory marked with type, grade, mill and grading agency.
1. Light framing: Construction grade Douglas fir or southern pine, appearance
grade where exposed.
2. Structural framing and timbers: No. 2 grade Douglas Fir, Southern Pine, or
Spruce, appearance grade where exposed.
3. Boards: Construction grade.
2.2 NAILERS, BLOCKING, FURRING AND SLEEPERS
A. Wood for nailers, blocking, furring and sleepers: Construction grade, finished 4
sides, 15 percent maximum moisture content. Pressure preservative treat items
in contact with roofing, flashing, waterproofing, masonry, concrete or the ground.
2.3 SHEATHING MATERIALS
A. Plywood, APA rated for use and exposure:
1. Exterior wall sheathing: APA C-D rated 32/16 Sheathing, 1/2-inch minimal
thickness, exterior type.
2. Roof sheathing: APA rated 48/24 sheathing, 5/8-inch minimum thickness,
exterior type.
3. Backing panels: APA C-D plugged, 3/4-inch-thick, exterior type.
4. Security Ceiling: APA rated 48/24 sheathing, 5/8-inch minimum thickness,
tongue and groove, exterior type.
2.4 BUILDING PAPER
A. Asphalt saturated felt, non -perforated.
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SECTION 06 10 00
ROUGH CARPENTRY
2.5 FASTENERS
A. Fasteners: Provide manufacturers recommended power tools for each type of
fastener.
1. Bolts, Nuts, Washers, Lag Screws, and Wood Screws: ASTM A307,
Medium carbon steel; size and type to suit application; galvanized for
treated wood; plain finish for other interior locations, of size and type to suit
application, unless otherwise noted.
2. Expansion Shield Fasteners: For anchorage of non-structural items to solid
masonry and concrete.
3. Powder or Pneumatically Activated Fasteners: For anchorage of non-
structural items to steel.
4. Fasteners for Wood and Plywood (over 1/2 inch) to Light Gage Metal
Framing and Metal Deck (up to 1/8 inch thick):
a. Hilti PWH #3 with wings.
b. ITW TEKS/4 with wings.
C. Or approved equal.
5. Fasteners for Wood and Plywood (up to 2 inches thick) to Metal (from 1 /8
inch to 1/4 inch thick):
a. Hilti PFH #4 with wings.
b. ITW TEKS/4 with wings.
C. Or approved equal.
6. Fasteners for Non -Structural Wood Members to Masonry: 1/4-inch
diameter x 3-1/4 inch with Philips flat head.
a. Tapcon masonry anchors, by ITW Buildex.
b. Kwik-Con II fastener, by Hilti.
C. Or approved equal
7. Fasteners for preservative treated lumber must be hot dipped galvanized,
type 304 or 316 stainless steel, or zinc -polymer coated.
2.6 WOOD TREATMENT
A. Preservative Pressure Treated Lumber, Alkaline Copper Quat (ACQ): Type B,
Ammoniacal Copper Quat or Type D, Amine Copper Quat.
1. Manufacturers:
a. Chemical Specialties, Incorporated,
b. Arch Wood Protection, Inc.,
C. Osmose Inc.,
d. Or approved equal.
2. Products:
a. CSI: "Preserve".
b. Arch Wood: "Natural Select".
C. Osmose: "Nature Wood".
d. Or approved equal.
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3. Impregnate lumber with preservative treatment conforming to AWPA
Standard C1 and P5. Apply the preservative in a closed cylinder by
pressure process in accordance with AWPA Standard C15.
4. Retention of preservative:
a. Moderate service conditions (weather exposure): 0.25 pounds per
cubic foot (oxide basis).
b. Severe conditions (constant contact with ground or water): 0.40
pounds per cubic foot (oxide basis).
5. Remove excess moisture where shrinkage is a serious fault or where
treated lumber will be in contact with plaster, or stucco, and where water-
borne treated lumber is to be painted or stained.
6. Lumber shall be dried to 15 to 19 percent moisture content after treatment,
and material to be painted or stained shall have knots and pitch streaks
sealed as with untreated wood.
7. Liberally brush freshly cut surfaces, bolt holes and machined areas with the
same preservative in accordance with AWPA Standard M4.
8. Treatment material shall provide protection against termites and fungal
decay and shall be registered for use as a wood preservative by the U. S.
Environmental Protection Agency.
B. Fire Retardant Treatment:
1. Manufacturers:
a. Chemical Specialties, Incorporated,
b. Hickson Corporation,
C. Hoover Treated Wood Products, Incorporated,
d. Or approved equal.
2. Products:
a. CSI: "D-Blaze".
b. Hickson: "Dricon".
C. Hoover: "Pyro-Guard".
d. Or approved equal.
3. Lumber and plywood shall be treated as follows:
a. Each piece of treated material shall bear the UL FR-S rating (flame
spread and smoke developed less than 25) indicating compliance with
an extended 30-minute tunnel test in accordance with ASTM E84 or
U L 723.
b. After treatment, all lumber shall be dried to an average moisture
content of 19 percent or less.
c. After treatment, all plywood, shall be dried to an average moisture
content of 15 percent or less.
d. All treated material shall meet interior Type A requirements in AWPA
standard C-20 for lumber and C-27 for plywood.
e. Chemicals used to treat material shall be free of halogens, sulfates
and formaldehyde.
C. Wood Requiring Treatment:
CITY OF NEWPORT BEACH 06 10 00 - 5 Drawing No. -
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OFFICE RENOVATION
SECTION 06 10 00
ROUGH CARPENTRY
1. Lumber, Preservative Treated: Nailers, blocking, stripping, and similar
items in conjunction with roofing, flashing, and other construction. Sills,
blocking, furring, stripping, and similar items in contact with masonry or
concrete.
2. Lumber, Fire Retardant Treated: Interior framing, furring, blocking, nailers,
and miscellaneous exposed wood. Do not treat furring in contact with
masonry or concrete.
3. Interior Plywood, Fire Retardant Treated: Exterior type plywood backing for
electrical and telephone equipment.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 017000 - Execution and closeout requirements: Verification of existing
conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
1. Verify that spacing, direction and details of supports are correct to
accommodate installation of blocking, backing, stripping, furring and nailing
strips.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work until
unsatisfactory conditions have been corrected and approved by the Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the City.
3.2 INSTALLATION - FRAMING
A. Set structural members level and plumb, in correct position.
B. Make provisions for erection loads, and for sufficient temporary bracing to
maintain structure safe, plumb, and in true alignment until completion of erection
and installation of permanent bracing.
C. Place horizontal members, crown side up.
D. Construct load bearing framing and curb members full length without splices.
E. Double members at openings as indicated on Drawings. Space short studs over
and under opening to stud spacing.
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F. Construct double joist headers at ceiling openings and under wall stud partitions
that are parallel to roof trusses. Frame rigidly into roof trusses.
G. Place full width continuous sill flashings under framed walls on cementitious
foundations. Lap flashing joint 4 inches.
H. Place sill gasket directly on sill flashing. Puncture gasket clean and fit tight to
protruding foundation anchor bolts.
Coordinate installation of wood decking and prefabricated wood trusses.
J. Install miscellaneous blocking, nailing strips and framing where required as
backing for attachment of wall mounted fixtures, cabinetwork, and other items,
and as detailed on Drawings. Coordinate to allow proper attachment of work of
other Sections.
1. Secure in place using fasteners specified. Use only recommended power
tools for placement of fasteners.
2. Recess heads of fasteners below surface of wood members.
K. Secure in place with appropriate fasteners. Use fasteners of correct size that will
not penetrate members where opposite side will be exposed to view or require
finishing. Do not split wood with fasteners; set panel products to allow expansion
at joints.
L. Construct members of continuous pieces of longest possible lengths.
3.3 CONSTRUCTION
A. Site Tolerances:
1. Framing Members: 114 inch from true position, maximum.
3.4 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field inspection.
B. Framing Inspection:
1. Inspect wood framing installation and connections at completion of each
phase of wood construction for correct installation, nailing, connections, and
fasteners.
2. Inspect and verify that types and spacing of fasteners are installed in
locations specified or indicated on Drawings.
3. Inspect types, locations, and fasteners for structural metal framing
connectors.
4. Inspect types, locations, and connections of hold-down anchors.
CITY OF NEWPORT BEACH 06 10 00 - 7 Drawing No. -
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OFFICE RENOVATION
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ROUGH CARPENTRY
5. Inspect wood to steel beam connections.
3.5 SCHEDULE - NAILING
CONNECTION
Joist to sill or girder, toenail
Bridging to joist, toenail each end
Bottom Plate to joist or blocking, face nail
Top plate to stud, end nail
Stud to bottom plate
Double studs, face nail
Double top plates, face nail
Top plates, laps and intersections, face nail
Continuous header, two pieces
Ceiling joists to plate, toenail
Continuous header to stud, toenail
Ceiling joists, laps over partitions, face nail
Ceiling joists to parallel rafters, face nail
Rafter to plate, toenail
NAILING
3-8d
2-8d
16d at 16 inches o.c.
2-16d
4-8d, toenail or
2-16d, end nail
16d at 24 inches o.c.
16d at 16 inches o.c.
2-16d
16d at 16 inches o.c.
along each edge
3-8d
4-8d
3-16d
3-16d
3-16d
Built-up corner studs 16d at 24 inches o.c.
Built-up beams 20d at 32 inches o.c. at
top and bottom staggered
2 - 20d at ends and at each splice
END OF SECTION
CITY OF NEWPORT BEACH 06 10 00 - 8 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Plastic -laminate cabinets.
2. Solid -surfacing -material countertops and splashes.
3. Shop finishing of interior woodwork.
4. Plastic -laminate paneling system.
B. Related Documents: The Contract Documents, as defined in Division 1 -
Summary of Work, apply to the Work of this Section. Additional
requirements and information necessary to complete the Work of this
Section may be found in other documents.
1.2 DEFINITIONS
Interior architectural woodwork includes wood furring, blocking, shims, and
hanging strips for installing woodwork items unless concealed within other
construction before woodwork installation.
1.3 REFERENCES
A. American Woodworking Institute (AWI)
B. Woodwork Institute of California (WIC)
1.4 QUALITY ASSURANCE
A. Perform work in accordance with WIC custom quality.
1.5 SUBMITTALS
A. Product Data: For panel products, high pressure decorative laminate,
adhesive for bonding plastic laminate, solid surfacing material, cabinet
hardware and accessories, and finishing materials and processes.
B. Shop Drawings: Show location of each item, dimensioned plans and
elevations, large-scale details, attachment devices, and other
components. Drawings shall show each type of cabinet, with sufficient
details to clearly indicate al features of construction and attachment to
structure. Drawings will include, as minimum, the following:
1. Show indication of material and grades.
CITY OF NEWPORT BEACH 06 4023 -1 Drawing No. -
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INTERIOR ARCHITECTURAL WOODWORK
2. Scaled plans or plan section of each item, showing location and
layout of units with relation to surrounding walls, doors, windows
and other building components, fully dimensioned.
3. Scaled elevations of each cabinet type, fully dimensioned.
4. Scaled sections to clarify special conditions, and locations and
details or anchorage.
5. Fixed dimensions, with provisions of insertion of field dimensions.
6. Show locations and sizes of furring, blocking, and hanging strips,
including concealed blocking and reinforcement specified in other
Sections.
7. Show locations and sizes of cutouts and holes for plumbing
fixtures, faucets, soap dispensers and other items installed in
architectural woodwork.
8. Coordinate with other work involved and show on Shop Drawings.
9. Reproduction of Contract Documents to be used as Shop Drawings
is not acceptable.
10. Conform to WIC custom grade, WIC Certificate not required.
Provide compliance label to first page of Shop Drawings.
11. Keying Schedule: Indicate keying system for cabinet and fixture
locks.
C. Samples for Initial Selection:
1. Plastic Laminates.
2. PVC edge material.
3. Thermoset decorative panels.
4. Solid -surfacing materials.
D. Samples for Verifications
1. Plastic laminates, 8 by 10 inches, for each type, color, pattern, and
surface finish, with 1 sample applied to core material and specified
edge material applied to 1 edge.
2. Plastic Laminate Panel System, 8 by 10 inches, for each type,
color, pattern, and surface finish, with edge banding on 1 edge.
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INTERIOR ARCHITECTURAL WOODWORK
3. Solid -surfacing materials, 6 inches square.
4. Exposed cabinet hardware and accessories, one unit for each type
and finish.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver woodwork until painting and similar operations that could
damage woodwork have been completed in installation areas. If woodwork
must be stored in other than installation areas, store only in areas where
environmental conditions comply with requirements specified in "Project
Conditions" Article.
1. Cabinets: Cabinets shall be handled carefully and set or stores
inside on a level floor. Care shall be taken to protect exposed
finished portions from bumping, scratching, etc. Under no
circumstances shall cabinets or countertops be used for "work
benches" or convenient places to store other materials.
2. Countertops: Countertops shall be stacked flat, at least four inches
off the floor, with protective covering under the bottom unit, and
covered on top to protect surfaces from scratching. Strips of wood
or other suitable materials shall be placed between tops. Care shall
be taken to prevent breakage. Under no circumstance's hall
countertops be stood or stacked on end against a wall where they
can be broken damaged by falling.
B. Replacements: in the event of damage, immediately make all repairs and
replacements necessary to the approval of the State's Representative and
at no additional cost to the State.
Locate concealed framing, blocking, and reinforcements that support
woodwork by field measurements before being enclosed, and indicate
measurements on Shop Drawings.
1.7 COORDINATION
A. Coordinate sizes and locations of framing, blocking, furring,
reinforcements and other related units of Work specified in other Sections
to ensure that interior architectural woodwork ban be supported and
installed as indicated.
B. Plumbing Fixture Coordination: Coordinate Shop Drawings and fabrication
of countertops with sinks and lavatories specified in Division 22-
"Plumbing."
CITY OF NEWPORT BEACH 06 4023 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
PART 2- PRODUCTS
2.1 MATERIALS
A. General: Provide materials that comply with requirements of WI's quality
standard for each type of woodwork and quality grade specified, unless
otherwise indicated.
B. Wood Products: Comply with the following:
1. Softwood Plywood: DOC PS 1, Medium Density Overlay.
C. High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated or,
if not indicated, as required by woodwork quality standard.
1. Manufacturer: Subject to compliance with requirements, provide
high-pressure decorative laminates by one of the following:
a. Formica Corporation.
b. Lamin-Art, Inc.
C. Nevamar Company, LLC; Decorative Products Div.
d. Wilsonart International; Div. of Premark International, Inc.
e. Or Approved Equal.
D. Solid -Surfacing Material: Homogeneous solid sheets of filled plastic resin
complying with ISSFA-2.
1. Manufacturers: Subject to compliance with requirements, provide
products by one of the following:
a. Bradley Mills
b. Aconite, Inc.
C. DuPont (Corian).
d. Formica Corporation.
e. Wilsonart International; Div. of Premark International, Inc.
f. Or Approved Equal
2. Type: Standard type, unless Special Purpose type is indicated.
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INTERIOR ARCHITECTURAL WOODWORK
E. Edge Bands:
3mm PVC banding at exposed edges and 1 mm PVC banding at semi -
exposed edge ad case body to be machine applied with waterproof hot
melt adhesive.
2.2 CABINET HARDWARE AND ACCESSORIES
A. General: Provide cabinet heavy duty hardware and accessory materials
associated with architectural cabinets.
B. Frameless Concealed Hinges: BHMA A156.9, B01602, 107 degrees of
opening (90-95 degrees at corners), self -closing and having passed
100,000 cycle tests.
1. Equal to: Blum Modul Hinge series with 170-degree opening.
2. Hinge shall have a lifetime warranty as offered by the hinge
manufacturer.
3. Hinges shall be heavy duty wrap -around offset for overlay doors
with non -removable pin.
4. Hinge shall not be clip type.
5. Hinges shall be securely anchored to the cabinet and door. Do not
screw hinges into holes drilled for adjustable shelf brackets.
6. Number of hinges per door shall be as follows:
a. Door height 0"-36": 2 hinges per door
b. Doors greater than 36" high and locker doors: Provide heavy
duty piano type or continuous hinges.
C. Provide 4 types of heavy-duty sample of pulls for casework for architect
approval.
D. Catches: Magnetic catches, BHMA A156.9, C03141.
E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with
self -rests, B04081.
F. Shelf Rests: BHMA A156.9, B04013; metal, two -pin type with self -hold-
down clip.
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INTERIOR ARCHITECTURAL WOODWORK
G. Drawer Slides heavy duty type: BHA A156.9, B05091, side -mounted; full -
extension type, zinc -plated steel ball bearing slides, equal to Accuride
#7432, and rated for the following loads-
1 . File Drawer Slides: Grade 1 HD-200 (200 Ibf); for all drawers.
H. Grommets for Cable Passage through Countertops: 2-inch OD, molded -
plastic grommets and matching plastic caps with slot for wire passage.
1. Product: Subject to compliance with requirements, provide "SG
series" by Doug Mockett & Company, Inc.
2. Color: As selected by Architect from manufacturer's full range.
I. Exposed Hardware Finishes: For exposed hardware, provide finish that
complies with BHMA A156.18 for BHMA finish number indicated.
Satin Chromium Plated: BHMA 626 for brass or bronze base; CHMA 652
for steel base.
J. For concealed hardware, provide manufacturer's standard finish that
complies with product class requirements in BHMA A156.9.
K. Bumpers: Provide rubber bumpers on inside corners of al doors to prevent
laminate to laminate contact.
L. Lock Keying: Cabinet lock to be coordinated with Owner for various tiers
of security.
2.3 MISELLANEOUS MATERIALS
A. Furring, Blocking, Shims and Hanging Strips: Softwood or hardwood
lumber, kiln dried to less than 15 percent moisture content.
B. Anchors: Select material, type, size, and finish required for each substrate
for secure anchorage. Provide nonferrous -metal or hot -dip galvanized
anchors and inserts on inside face of exterior walls and elsewhere as
required for corrosion resistance. Provide toothed -steel or lead expansion
sleeves for drilled -in -place anchors.
C. Adhesives, General: Do not use adhesives that contain urea
formaldehyde.
D. VOC Limits for Installation Adhesives and Glues: Use installation
adhesives that comply with the following limits for VOC content when
calculated according to 40 CFR 59, Subpart D (EPA Method 24):
1. Wood Glues: 30g/L.
CITY OF NEWPORT BEACH 06 4023 - 6 Drawing No. -
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OFFICE RENOVATION
SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
2. Contact Adhesive: 250 g/L.
E. Adhesive for Bonding Plastic Laminate: Unpigmented contact cement or
Contact cement.
Adhesive for Bonding Edges: Hot -melt adhesive or adhesive specified
above for faces.
2.4 FABRICATION, GENERAL
A. Interior Woodwork Grade: Unless otherwise indicated, provide Custom -
grade interior woodwork complying with referenced quality standard.
B. Wood Moisture Content: Comply with requirements of referenced quality
standard for wood moisture content in relation to ambient relative humidity
during fabrication and in installation areas.
C. Fabricate woodwork to dimension, profiles and details indicated. Ease
edge to radius indicated for the following:
Corners of Cabinets and Edges of Solid -Wood (Lumber) Members 3/4 inch
thick: 1/8 inch.
D. Complete fabrication, including assembly, finishing and hardware
application, to maximum extent possible before shipment to Project site.
Disassemble components only as necessary for shipment and installation.
Where necessary for fitting at site, provide ample allowance for scribing,
trimming, and fitting.
Trial fit assemblies at fabrication shop that cannot be shipped completely
assembled. Install dowels, screws, bolted connectors, and other fastening
devices that can be removed after trial fitting. Verify that various parts fit
as intended and check measurements of assemblies against field
measurements indicated on Shop Drawings before disassembling for
shipment.
E. Shop -cut opening to maximum extent possible to receive hardware,
appliances, plumbing fixtures, electrical work, and similar items. Locate
openings accurately and use templates or roughing -in diagrams to
produce accurately sized and shaped openings. Sand edges of cutouts to
remove splinters and burrs.
Seal edges of openings in countertops with a coat of varnish.
2.5 PLASTIC -LAMINATE CABINETS
A. Grade: Custom.
CITY OF NEWPORT BEACH 06 4023 - 7 Drawing No. -
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OFFICE RENOVATION
SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
B. WI Construction Style: Style A, Frameless.
C. WI Construction Type: Type I, multiple self-supporting units rigidly joined
together.
D. WI Door and Drawer Front Style: Flush overlay.
E. Laminate Cladding for Exposed Surfaces: High-pressure decorative
laminate complying with the following requirements:
1. Horizontal Surfaces Other Than Tops: Grade HGS.
2. Post formed Surfaces: Grade HGP.
3. Vertical Surfaces; Grade VGS.
4. Edges: PVC edge banding, 0.12-inch-thick, matching laminate in
color, pattern, and finish.
F. Materials for Semi exposed Surfaces, including cabinet interior, interior
door faces, and surface of shelving:
1. Surfaces Other Than Drawer Bodies: High-pressure decorative
laminate, Grade VGS, or cabinet liner.
a. Edges of Plastic -laminate shelves: PVC T-mold matching
laminate in color, pattern, and finish.
b. For semi exposed backs of panels with exposed plastic -
laminate surfaces, provide surface of high-pressure
decorative laminate, Grade VGS.
2. Drawer Sides and Backs: See Paragraph 2.4.1.(1).
3. Drawer Bottoms: See Paragraph 2.4.1.(2).
G. Concealed Backs of Panels with Exposed Plastic Laminate Surfaces:
High-pressure decorative laminate, Grade BKL.
H. Fabrication: Ends and Divisions: Cabinet ends and divisions shall be a
minimum of 0.745" in thickness. The visible top edge of the ends of
cabinets 6'-0" or more from the floor do not require an edge band but shall
have al voids filled and sanded.
1. Joinery:
a. All cabinet members shall be securely fastened together.
CITY OF NEWPORT BEACH 06 4023 - 8 Drawing No. -
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SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
b. All joints shall be securely glued.
C. All exposed and semi -exposed joints shall be tight and true.
d. To assemble cabinet bodies and components, the use of
finish nails is allowed. They shall be a maximum of 4" on
center (except face frames — 8" on center) with a minimum of
two (2) fasteners per joint for cabinet body and drawer
construction. Staples, screws and T nails are not permitted
for exposed surfaces.
e. For custom and premium grades, at the option of the
manufacturer, construction joinery shall be as follows.
1) Dadoes or Lock Joints: plows or rabbets.
2) Doweled Joints: The dowels shall be a minimum of
8mm x 30mm with a minimum of two (2) dowels per
joint. The first dowel shall be spaced a maximum of
37mm from each edge or end, and the second dowel
shall be a maximum of 32mm on center from the first
dowel. Subsequent dowels shall be spaced a
maximum of 128mm on center. Al dowel construction
shall be glued and clamped.
3) Confirmat Type Screws: Maximum of 37mm from
each end with subsequent screw being spaced 28mm
on center. Glue is not required with this system.
4) Lamello Type Jointing Plates: The plates shall be a
maximum of two (2) inches from each edge or end to
the center of the plate. Subsequent plates shall be
spaced a maximum of six (6) inches on center. All
joints shall be glued and clamped.
5) Mod-eez Type Fastening Systems: The fasteners
shall be a maximum of 16" on center and 4" from any
edge or end. They shall be fastened with 10 full
thread sheet metal screws for cabinet body
construction. Glue is not required with this system.
6) No exposed fastening is permitted, except for access
panel.
f. Vertical or horizontal divisions shall be dadoed or tenoned
into adjoining members.
CITY OF NEWPORT BEACH 06 4023 - 9 Drawing No. -
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SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
2. Backs: Backs are required and shall be plywood, or tempered and
sealed hardboard a minimum of %" in thickness. Color to match
interior. Backs shall be securely nailed, stapled or dadoed to the
case body and intermediate members. Backs shall be rabbeted or
dadoed into exposed ends unless a plant -on end is used.
Wood Anchor Strips: Suitable wood anchor strips are required and
shall be a minimum of 1/2 "x 2-1/2" in thickness and provided at the
top and bottom of the cabinet back.
3. Tops and Bottoms: Tops and bottoms shall be plywood with a
minimum of 3/4" in thickness.
4. Bases: Cabinet bases may be constructed with either separate or
integral base. Continuous top -set vinyl base with formed interior
and exterior corners, or integral sheet vinyl base to match adjacent
room base.
Drawers
1. Drawer Boxes: Construct subfront sides and back with '/2" minimum
7 ply Baltic Birch plywood. All corner joints at sides to subfront and
back shall be lock jointed, and glued together. Drawer sides,
subfront and back shall be plowed to receive bottom, which shall be
glued or glue blocked to form a rigid unit. Hardwood shall have a
clear factory finish. Provide drawers with metal slides as specified.
2. Drawer bottoms shall be '/4" thick sound hardwood plywood with
cabinet liner on the exposed interior face.
3. Drawer finish fronts shall be 3/4" plywood with plastic laminate or
wood veneer finish on exposed surface and cabinet liner on interior
surface. Corners shall be eased and all four edges shall receive
3mm PVC edge with joint on bottom. Secure finish front to drawer
box subfront from the inside with #12 particle board screws, 1-1/2"
from each side, bottom and top edge of front and 12" O.C.
minimum horizontally for the full drawer width.
J. Doors: Cabinet doors shall be plywood core a minimum of 0.745" in
thickness. The interior faces of cabinet doors including faces shelving
shall be 0.030" minimum thickness high pressure thermoplastic cabinet
liner. All four edges shall be banded with color to match exterior. Clear
distance between doors shall be between 3/32" to 5/32", width of a nickel.
Overlay type, hinged to swing flat against the face of adjoining cabinet or
the side of cabinet, with eased corners, and 3mm PVC with joint hidden
under hinge. Do not notch door or cabinet ends, or divisions to receive
hinge.
CITY OF NEWPORT BEACH 06 4023 - 10 Drawing No. -
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SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
1. Provide edge bands per paragraph 2.1.E.
2. Provide door hinges per paragraph 2.2.13.
3. Provide door pulls per paragraph 2.2.C.
4. Provide metal strike plates at all cabinet door lock locations.
5. Provide catches per 2.2.D.
6. Provide bumpers per 2.2.K.
7. Provide locks per 1.5.B.(11) and 2.21.
K. Cabinet Shelves: %" thick plywood core for spans up to 35 inches and 1"
thick for spans over 35 inches and up to 48 inches, and adjustable to 1-
inch centers. Comply with WIC Technical Bulletin adjustable shelf
loading/deflection requirement. Do not recess metal shelf standards into
the end panels; notch shelving to clear standards. Provide edge bands per
Paragraph 2.1.E.
L. Finish for Toe Kick Base: Furnished and stalled under Section 09 65 00.
M. Visible Edges: All visible edges, exposed or semi -exposed, or ends, tops,
bottoms, shelves, webs, stretchers, divisions or partitions, and top edges
of drawer sides and backs, top of splash, shall be banded with one of
materials listed in Paragraph 2.1.E. Only the front edges of adjustable
shelves are required to be banded.
N. Colors, Patterns, and Finishes: Provide materials and products that result
in colors and textures of exposed laminate surfaces complying with the
following requirements.
1. Match color, pattern and finish as indicated by manufacturer's
designations.
2. As selected by Architect from laminate manufacturer's full range in
the following categories:
a. Solid colors, matte finish.
b. Solid colors with core same color as surface, matte finish.
C. Wood grains, matte finish.
d. Patterns, matte finish.
CITY OF NEWPORT BEACH 06 4023 -11 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
2.6 SOLID -SURFACING -MATERIAL COUNTERTOPS AND SPLASHES
A. Grade: Custom.
B. Solid -Surfacing -Material Thickness: 3/4 inch.
C. Colors, Patters, and Finishes: Provide materials and products that result in
colors of solid surfacing material complying with the following
requirements:
1. Match color, pattern and finish as indicated by manufacturer's
designations.
2. As selected by Architect from manufacturer's full range.
D. Fabricate tops in one piece, unless otherwise indicated. Comply with solid -
surfacing -material manufacturer's written recommendations for adhesives,
sealers, fabrication, and finishing.
1. Fabricate tops with shop -applied edges of materials and
configuration indicated.
2. Fabricate tops with loose backsplashes for field application.
E. Seal joint between countertop and splashes and between splashes and
walls with sealant as specified in Division 07 "Joint Sealants."
F. Edge treatment: As indicated.
G. Drill holes in countertops for plumbing fittings and soap dispenses in shop.
2.7 SHOP FINISHING
A. Grade: Provide finishes of same grades as items to be finished.
B. General: Finish architectural woodwork at fabrication shop as specified in
this Section. Defer only final touchup, cleaning, and polishing until after
installation.
C. Preparation for Finishing: Comply with referenced quality standard for
sanding, filling countersunk fasteners, sealing concealed surfaces, and
similar preparations for finishing architectural woodwork, as applicable to
each unit of work.
Back priming: Apply one coat of sealer or primer, compatible with finish
coats, to concealed surfaces of woodwork. Apply two coats to back of
paneling and to end -grain surfaces. Concealed surfaces of plastic -
CITY OF NEWPORT BEACH 06 4023 - 12 Drawing No. -
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SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
laminate -clad woodwork do not require back priming when surfaced with
plastic laminate, backing paper, or thermoset decorative panels.
PART 3 — EXECUTION
3.1 PREPARATION
A. Before Installation, condition woodwork to average prevailing humidity
conditions installation areas.
B. Before installing architectural woodwork, examine shop -fabricated work for
completion and complete work as required, including removal of packing
and back priming.
3.2 INSTALLATION
A. GRADE: Install woodwork to comply with requirements for the same grade
specified in Part 2 for fabrication of type of woodwork involved.
B. Assemble woodwork and complete fabrication at Project site comply with
requirements for fabrication in Part 2, to extent that it was not completed in
the shop.
C. Install woodwork level, plumb, true, and straight. Shim as required with
concealed shims. Install level and plumb (including tops) to a tolerance of
1/8 inch in 96 inches.
D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and
repair damaged finish cuts.
E. Anchor woodwork to anchors or blocking built in or directly attached to
substrates. Secure with countersunk, concealed fasteners and blind
nailing as required for complete installation. Use fine finishing nails or
finishing screws for exposed fastening, countersunk and filled flush with
woodwork and matching final finish if transparent finish is indicated.
F. Cabinets: Install without distortion so doors and drawers' fit openings
properly and are accurately aligned. Adjust hardware to center doors and
drawers in openings and to provide unencumbered operation. Complete
installation of hardware and accessory items as indicated.
1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or
other variation from a straight line.
2. Fasten wall cabinets through back, near top and bottom, at ends
and not more than 16 inches O.C. with No.10 wafer -head screw
sized for 1-inch penetration into wood framing, blocking, or hanging
strips.
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SECTION 06 4023
INTERIOR ARCHITECTURAL WOODWORK
G. Countertops: Anchor securely by screwing through corner blocks of base
cabinets or other supports into underside of countertop.
1. Align adjacent solid -surfacing -material countertops and form seams
to comply with manufacturer's written recommendations using
adhesive in color to match countertop. Carefully dress joints
smooth, remove surface scratches, and clean entire surface.
2. Install countertops with no more than 1/8 inch in 96-inche sag, bow,
or other variation from a straight line.
3. Secure backsplashes to tops with concealed metal brackets at 16
inches O.C. and to walls with adhesive.
4. Caulk space between backsplash and wall with sealant specified in
Division 07 Section "Joint Sealants."
3.3 CAULKING
All horizontal and vertical joints up 6" under sink cabinets shall be caulked with a
silicone based caulking compound to provide protection in case of plumbing
failure.
3.4 ANDJUSTING AND CLEANING
A. Repair damaged and defective woodwork, where possible, to eliminate
functional and visual defects; where not possible to repair, replace
woodwork. Adjust joinery for uniform appearance.
B. Clean, lubricate, and adjust hardware.
C. Clean woodwork on exposed and semi exposed surfaces. Touch up shop -
applied finishes to restore damaged or soiled areas.
END OF SECTION
CITY OF NEWPORT BEACH 06 4023 -14 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 1000
DAMPPROOFING
PART 1 —GENERAL
1.1 RELATED DOCUMENTS
A. The General Provisions of the Contract, including General and Supplementary
Conditions and General Requirements (if any), apply to the work specified in this
section.
1.2 SCOPE OF WORK
A. Provide all labor, materials, services and equipment required to complete the
laminated sheet vapor barriers complete ready to receive concrete.
B. Vapor barriers are to be placed under all new interior on grade concrete slabs.
1.3 QUALITY ASSURANCE
A. The installer shall be experienced in placement of vapor barrier and shall be
associated with waterproofing or roofing work.
1.4 SUBMITTALS
A. Manufacturer's Data, Laminated Vapor Barriers: For information only, submit two
copies of specifications, installation instructions and general recommendations
from the vapor barrier materials manufacturer's certification or other data
substantiating that the materials comply with requirements. Indicate by copy of
transmittal form that Installer has received copy of manufacturer's specifications,
instructions and recommendations.
1.5 JOB CONDITIONS
A. Examination of Substrate: The Installer must examine the substrate and the
conditions under which the vapor barrier work is to be performed and notify the
Contractor in writing of unsatisfactory conditions. Do not proceed with the work
until unsatisfactory conditions have been corrected projections through the vapor
barriers have been installed.
B. Proceed with vapor barrier work only after substrate construction and framing of
openings has been completed, and wood blocking, nailers, curbs, vents, drains
and other projections through the vapor barrier have been installed.
C. Weather Conditions: Proceed with installation only when existing and forecasted
weather conditions will permit the work to be performed in accordance with
manufacturer's instructions and will permit the immediate installation of other work
to be placed over the vapor barrier.
CITY OF NEWPORT BEACH 07 1000-1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 1000
DAMPPROOFING
PART 2 - PRODUCTS
2.1 LAMINATED PLASTIC VAPOR BARRIER
A. Heavy Kraft papers laminated between sheets of inert polyethylene, reinforced
with glass fibers, with vapor transmission of .10 perms or less (ASTM E-96).
B. Products offered by manufacturers to comply with the requirements include the
following: Moistop; as manufactured by Fortifiber Corp. or approved equal.
2.2 VAPOR BARRIER ACCESSORY MATERIALS
A. Adhesives: Provide the types of adhesives recommended by the vapor barrier
manufacturer for the application shown and condition of installation in each case.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with manufacturer's instructions for the particular conditions of installation
in each case. If printed instructions are not available or do not apply to the project
conditions, consult the manufacturer's technical representative for specific
recommendations before proceeding with the work.
B. Under Floor Slabs on Grade: Install the type indicated by the method indicated.
Exercise care to avoid punctures. Extend coverage to extremity of areas to receive
barrier. Attach wherever necessary with adhesive.
C. Seal joints in vapor barriers, and seal to other surfaces at extremities of coverage,
by lapping and bonding with adhesives. Where adhesively sealed joints are not
effective, and where nails or staples have been installed, seal with vapor barrier
tape. Use vapor barrier tape or strips of vapor barrier material with adhesive to
seal punctures, tears and penetrations through the barrier.
3.2 PROTECTION OF VAPOR BARRIERS
A. Do not allow foot traffic on vapor barriers. Proceed with vapor barrier installation
ahead of the installation of insulation or other covering material only to the extent
required for proper sequencing of the work.
B. The vapor -barrier installer shall advise the Contractor of required procedures for
surveillance and protection of installed vapor barriers, so that continuing
construction activities and the work of other trades will not result in punctures or
other forms of damage or deterioration of the vapor barriers.
END OF SECTION
CITY OF NEWPORT BEACH 07 1000- 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 2100
BUILDING INSULATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Batt Insulation in exterior wall, interior wall, and ceiling construction.
B. Related Documents: The Contract Documents, as defined in Division 1 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found in
other Documents.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene
Thermal Insulation.
2. ASTM C665 - Standard Specification for Mineral -Fiber Blanket Thermal
Insulation for Light Frame Construction and Manufactured Housing.
3. ASTM D226 - Standard Specification for Asphalt -Saturated Organic Felt
Used in Roofing and Waterproofing.
4. ASTM E84 - Standard Test Method for Surface Burning Characteristics of
Building Materials.
B. Federal Specifications (FS):
1. FS HH-1-1972/GEN - Insulation Board, Thermal, Faced, Polyurethane or
Polyisocyan u rate.
1.3 SUBMITTALS
A. Division 1 - Submittals: Procedures for submittals.
a. Product Data: Indicate product characteristics, performance criteria,
and limitations.
1.4 QUALITY ASSURANCE
A. Regulatory Requirements: Conform to insulation flame spread and smoke
developed requirements of local authority having jurisdiction.
B. Certification: For projects California provide Products certified by manufacturer
that meet California Quality Standards for Insulating Materials.
CITY OF NEWPORT BEACH 07 2100 -1 Drawing No. -
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OFFICE RENOVATION
SECTION 07 2100
BUILDING INSULATION
1.5 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
Products.
B. Protect insulation from moisture, soiling and other damaging items.
C. Store in dry location protected from sunlight.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Resource Management:
1. Recycled Content: Provide fiberglass insulation manufactured from
minimum 30 percent recycled glass.
B. Environmental Impact:
1. Only Greenguard indoor air quality certified products will be permitted.
2. Chlorofluorocarbons (CFCs): Products and equipment requiring or using
CFCs during the manufacturing process will not be permitted.
PART 2 - PRODUCTS
2.1 BATT INSULATION
A. Manufacturers:
1. Johns Manville Corporation, Denver, Co (800) 654-3103.
2. Knauf Fiberglass, Shelbyville, IN (317) 398-4434, (800) 825-4434.
3. Owens-Corning Fiberglass Corporation, Toledo, OH (419) 248-8000, (800)
438-7465.
4. Section 01 6000 - Product Requirements: Product options and
substitutions. Substitutions: Permitted.
B. Materials: Fiberglass insulation manufactured from minimum 30 percent recycled
glass.
1. Unfaced Glass Fiber: ASTM C 665, Type I, unfaced. Thermal resistance
R-value as indicated on Drawings.
2. Faced Glass Fiber: ASTM C 665, Type III, Class A, with reflective covering
one side. Thermal resistance R-value as indicated on Drawings.
2.2 ACCESSORIES
A. Tape: Polyethylene or polyester self -adhering type; 2 inches (5.08 cm) wide.
CITY OF NEWPORT BEACH 07 2100 - 2 Drawing No. -
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BUILDING INSULATION
B. Adhesive: Waterproof type, acceptable to manufacturer of insulation board.
C. Wire Mesh: Galvanized steel, hexagonal wire mesh.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7004 - Closeout Procedures and Training: Verification of existing
conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
1. Batt Insulation:
a. Verify adjacent materials are dry and ready to receive installation.
b. Verify mechanical and electrical services within walls have been
installed and tested.
2. Board Insulation:
a. Verify substrate and adjacent materials and insulation boards are dry
and ready to receive insulation and adhesive.
b. Verify insulation boards are unbroken, free of damage.
C. Report in writing to Project Manager prevailing conditions that will adversely
affect satisfactory execution of the Work of this Section. Do not proceed with
Work until unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the Los
Angeles County.
3.2 INSTALLATION - BATT INSULATION
A. Install batt insulation in accordance with manufacturer's instructions, without gaps
or voids.
B. Trim insulation neatly to fit spaces. Use batts free of damage. Fit insulation tight
in spaces and tight to exterior side of mechanical and electrical services within
the plane of insulation.
C. Install insulation with factory applied membrane facing warm side of building
spaces. Lap ends and side flanges of membrane. Attach insulation in place to
framing; tape seal butt ends and lapped side flanges. Tape seal tears or cuts in
membrane.
CITY OF NEWPORT BEACH 07 2100 - 3 Drawing No. -
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SECTION 07 2100
BUILDING INSULATION
3.3 INSTALLATION - BOARD INSULATION FOUNDATION PERIMETER
A. Apply adhesive in three continuous beads to board insulation.
B. Install boards on foundation wall or grade beam perimeter. Place boards by
method to maximize contact bedding. Stagger joints. Butt edges and ends tight
to adjacent board and to protrusions.
C. Extend boards over joints, unbonded to foundation 2 inches (5.08 cm) both sides
of joint. Backfill carefully to prevent damage to insulation boards.
3.4 INSTALLATION - BOARD INSULATION UNDER CONCRETE SLAB
A. Place insulation under slabs on grade after base for slab has been compacted.
B. Prevent insulation from being displaced or damaged while placing slab.
3.5 INSTALLATION - VAPOR RETARDANT AIR INFILTRATION SEAL
A. Install vapor retardant air infiltration seal over entire building exterior walls and
adjacent surfaces
B. Seal vertical joints over framing by lapping minimum 2 stud spaces. Fasten to
framing at top, end, and bottom edges; at perimeter of wall openings; and at lap
joints.
C. Seal joints caused by pipes, conduits, electrical boxes, and similar items with
manufacturer's sealing tape. Seal penetrations air -tight.
END OF SECTION
CITY OF NEWPORT BEACH 07 2100 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 6000
FLASHING AND SHEET METAL
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Sheet metal flashings in connection with roofing.
2. Miscellaneous metal flashing and counter flashing as required, except where
provided under Divisions 22, Plumbing.
3. Drip flashings.
4. Other sheet metal items, not necessarily specified herein or in other sections, but
required to prevent penetration of water into building.
B. Related Requirements:
1. Division 01 - General Requirements.
2. Section 07 6000 - Flashing and Sheet Metal.
3. Section 07 9200 - Joint Sealants.
1.02 SUBMITTALS
A. Shop Drawings: Submit for fabricated sheet metal indicating shapes, details, methods of
joining, anchoring and fastening, thicknesses and gages of metals, concealed
reinforcement, expansion joint details, sections, and profiles.
B. Samples: Submit Samples for materials or assemblies as requested.
C. Product Data: Submit brochures of manufactured items.
1.03 QUALITY ASSURANCE
A. Drawings and requirements specified govern. Provide the Work of this section in
conformance with the Architectural Sheet Metal Manual published by SMACNA for
conditions not indicated or specified and for general fabrication of sheet metal items.
B. Materials shall conform to following standards:
1. ASTM A167 - Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet
and Strip.
2. ASTM A653 - Sheet Steel, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated
(Galvannealed) by the Hot -Dip Process.
3. ASTM B370 - Copper Sheet and Strip for Building Construction.
C. Pre -installation Meetings: Refer to Division 07 roofing sections as appropriate. Attend
the pre -installation and inspection meetings for roofing Work.
1.04 DELIVERY, STORAGE AND HANDLING
A. Do not install bent or otherwise damaged materials.
PART 2-PRODUCTS
CITY OF NEWPORT BEACH 07 6000 -1 Drawing No. -
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OFFICE RENOVATION
SECTION 07 6000
FLASHING AND SHEET METAL
2.01 MATERIALS
A. Galvanized Sheet Steel: ASTM A653, coating designation G90, hot -dip galvanized
B. Copper Plate, Sheet and Strip: ASTM B370, cold -rolled, tempered. Copper sheet and
strip shall be cold -rolled -temper.
C. Stainless Steel: Plate, sheet and strip shall conform to ASTM A167, Type 304 or Type
316, No. 4 finish on exposed surfaces and No. 2 finish on concealed surfaces unless
otherwise specified or indicated. Furnish Type 304 for general applications and Type 316
where exposed to acidic or alkaline conditions.
D. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish required,
with temper as required to suit forming operations and performance required; with
smooth, flat surface.
As -Milled Finish: [Mill] [One -side bright mill] [Standard one -side bright]
[Standard two -side bright].
E. Fastenings:
Galvanized Steel: Nails, rivets, and other fastenings furnished in connection with
galvanized sheet steel Work shall be sealed with rust resistive coating. Rivets
shall be tinned. Nails and other fastenings shall be zinc -coated.
2. Copper: Nails, rivets, and other fastenings furnished in connection with copper
sheet metal Work, shall be manufactured from hard -temper copper or hard brass.
3. Stainless Steel: Nails, rivets and other fastenings furnished in connection with
stainless steel Work, shall be 300 series alloy to match alloy of stainless steel
being fastened.
F. Soldering Flux: Raw muriatic acid for galvanized steel; rosin for tin, lead and tinned
copper; non -corrosive soldering salts for uncoated copper and acid -type flux formulated
for soldering stainless steel.
G. Solder: ASTM B32, Grade 5A, composed of 95-5 tin -antimony. Name of product
manufacturer and grade designation shall be labeled, stamped or cast onto each coil or
bar.
2.02 FABRICATION
A. General:
1. Accurately form sheet metal Work to dimensions and shapes indicated and
required. Cope finish molded and brake metal shapes with true, straight, sharp
lines and angles and, where intersecting each other, to a precise fit. Unless
otherwise specified, all galvanized sheet steel shall be 22 gage. Exposed edges
of sheet metal shall have a'/z inch minimum hemmed edge.
2. Soldering of sheet steel or copper shall be performed with well -heated copper
soldering iron or soldering torch, joints full flowing, neat and consistent. Fill joint
completely with solder. Clean materials at joints before soldering, and tin
coppers before soldering. Exposed soldering on finished surfaces shall be
scraped smooth. Lock seam work shall be fabricated flat and true to line and
soldered along its entire length. Acid -fluxed Work shall be neutralized after
fabrication.
CITY OF NEWPORT BEACH 07 6000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 6000
FLASHING AND SHEET METAL
3. Form and install sheet metal Work to provide proper allowances for expansion
and contraction, without causing undue stresses in any part of completed Work.
Installation shall be water and weathertight.
B. Miscellaneous Flashing: Unless otherwise indicated, miscellaneous flashing shall be
fabricated of galvanized steel. Exterior doors and windows, unless covered by
overhangs shall be provided with 22 gage galvanized steel drip flashing as detailed. At
wood construction, nail flashing to framing before paper backed lath is installed.
PART 3 - EXECUTION
3.01 PREPARATION
A. Concrete and masonry materials in contact with sheet metal shall be painted with alkali
resistant coating, such as heavy -bodied bituminous paint. Wood in contact with sheet
metal shall be painted with two coats of aluminum paint or one coat of heavy -bodied
bituminous paint.
3.02 INSTALLATION
A. Install sheet metal straight and true, with miters and joints accurately fitted, exposed
Work free of dents.
1. Reinforce corners and make seams waterproof.
2. Make provisions for expansion and contraction in sheet metal assemblies.
3. Securely anchor Work in place; conceal fasteners where practicable.
B. Install sheet metal with continuous concealed clips of same gauge, in lengths not exceeding
eight feet, spaced 1/8 inch apart for expansion, and fastened to structure not more than eight
inches on centers.
1. Fold fastened edge of clips back over fasteners.
C. Punch or drill and rivet, providing invisible rivets and seams, where multiple layers of
metal occur.
1. Continuously solder or weld folded edges and wipe or grind smooth to provide
texture to match surrounding metal.
D. Fabricate flashing for corners of building, not less than four feet long in each direction.
E. Minimum Radius of Brake in Sheet Metal: Twice metal thickness.
K. Welding: Perform welding with direct current, reverse polarity equipment utilizing
minimum current to minimize distortion of metal.
1. Use start and run-off tabs to assure uniformity of weld terminations.
2. Chip and wire brush weld areas with stainless steel tools; remove flux and slag
between welding passes and after final welding pass.
3. Grind and texture exposed welds to match surrounding metal.
Soldering: Assemble tinned joints of sheet metal with tinned soldering coppers and
solder; fill joint with molten solder; wipe joints free of excess solder.
1. Remove flux, rinse twice in hot, clean water and wipe dry.
2. Texture joints to match adjacent surfaces.
3.04 PROTECTION
CITY OF NEWPORT BEACH 07 6000 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 6000
FLASHING AND SHEET METAL
A. Protect the Work of this section until Substantial Completion.
3.05 CLEANING
A. Remove rubbish, debris, and waste materials and legally dispose of off the Project site.
END OF SECTION
CITY OF NEWPORT BEACH 07 6000 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 9200
JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Preparing sealant substrate surfaces.
2. Sealant and backing.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of
Work, apply to the Work of this Section. Additional requirements and information necessary to
complete the Work of this Section may be found in other documents.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM C717 - Standard Terminology of Building Seals and Sealants.
2. ASTM C834 - Specification for Latex Sealants.
3. ASTM C920 - Specification for Elastomeric Joint Sealants.
4. ASTM D1056 - Flexible Cellular Material- Sponge or Expanded Rubber.
B. Federal Specifications (FS):
1. FS SS-S-200 - Sealing Compounds, Two Component, Elastomeric, Polymer Type, Jet -
Fuel Resistant, Cold Applied.
2. FS TT-S-1657 - Sealing Compound, Single Component Butyl Rubber Based Solvent
Release Type (for Buildings and other Types of Construction).
1.3 SUBMITTALS
A. Section 01 3300 — Submittal Procedures: Procedures for submittals.
1. Product Data: Product chemical characteristics, performance criteria, substrate
preparation, limitations, and color availability.
1.4 DELIVERY, STORAGE AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect products.
B. Deliver Products in manufacturer's original unopened containers or packages with labels intact,
identifying product and manufacturer, date of manufacture, lot number, shelf life, curing time, and
mixing instructions, where applicable.
C. Store and handle materials to prevent deterioration or damage due to moisture, temperature
changes, contaminants, or other causes.
1.5 PROJECT CONDITIONS OR SITE CONDITIONS
A. Environmental Requirements: Install sealant during manufacturer's recommended temperature
ranges and weather conditions for application and cure. Consult manufacturer when sealant
cannot be applied during recommended conditions.
CITY OF NEWPORT BEACH 07 92000 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 9200
JOINT SEALANTS
1.6 WARRANTY
A. Section 01 7704 - Closeout Procedures and Training: Procedures for closeout submittals.
B. Warranty:
1. Submit written warranty signed by sealant manufacturer agreeing to replace sealants and
accessories which fail because of loss of cohesion or adhesion or which do not cure.
2. Warranty Period: 5 years or longer per the manufacturers' standard warranties.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering specified items which
may be incorporated into the work include the following:
1. Bostik, Inc.
2. Dow Corning.
3. GE Silicones.
4. Mameco International.
5. W.R. Meadows, Inc.
6. Nomaco, Inc.
7. Pecora Corporation.
8. Sika Corporation.
9. Sonneborn Building Products Div. ChemRex, Inc.
10. Tremco.
11. USG Corp.
12. Or approved equal.
2.2 BUILDING SEALANTS (See Sealant Schedule at the end of this Section for specific use of
sealants.)
A. Urethanes:
1. Type 1: Two -Part Urethane: Self -Leveling, ASTM C920, Type M, Grade P, Class 25.
a. Chem -Calk CC-550, by Bostik.
b. Vulkem 245, by Mameco.
C. Vulkem 255, Wide -Joint, by Mameco.
d. NR-200 Urexpan, by Pecora Corporation.
e. Or approved equal.
2. Type 2: Two -Part Urethane: Non -Sag, ASTM C920, Type M, Grade NS, Class 25.
a. Chem -Calk 500, by Bostik.
b. Vulkem 227, by Mameco.
C. Sonolastic NP 2, by Sonneborn Building Products, ChemRex Inc.
d. Or approved equal.
3. Type 3: One -Part Urethane: Self -Leveling, ASTM C920, Type S, Grade P, Class 25.
a. Vulkem 45, by Mameco.
b. Urexpan NR-201, by Pecora Corporation.
C. Sonolastic SL1, by Sonneborn Building Products, ChemRex Inc.
d. Sikaflex 1C-SL by Sika.
e. Or approved equal.
4. Type 4: One -Part Urethane: Non -Sag, ASTM C920, Type S, Grade NS, Class 25.
a. Chem -Calk 900, by Bostik.
b. Vulkem 116, by Mameco.
CITY OF NEWPORT BEACH 07 92000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 9200
JOINT SEALANTS
C. Sonolastic NP I, by Sonneborn Building Products, ChemRex Inc.
d. Or approved equal.
B. Silicones:
1. Type 1: One -Part Silicones: ASTM C920, Type S, Grade NS, Class 50.
a. 795 Silicone Building Sealant, by Dow Corning.
b. 864 Architectural Silicone Sealant, by Pecora Corporation.
C. Or approved equal.
C. Acrylics, Latex:
1. Type 1: One -Part Acrylic Latex, Non -Sag, ASTM-C-834-76.
a. Chem -Calk 600, by Bostik.
b. LC-130, by MACCO Adhesives, The Glidden Company.
C. Easa-ply ALS, by W. R. Meadows, Inc.
d. AC-20+Silicone Acrylic Latex, by Pecora Corporation.
e. Sonolac, Sonneborn Building Products, ChemRex Inc.
f. Or approved equal.
D. Bond Breaker Tape: Polyethylene tape of plastic as recommended by sealant manufacturer, to
be applied to sealant -contact surfaces where bond to substrate of joint filler must be avoided for
proper performance of sealant
2.3 COLORS
A. Generally, use sealant colors matching color of material joint is located in.
B. Where a joint occurs between two materials of differing colors and Contractor cannot determine
which material to match, contact the Engineer for selection.
2.4 ACCESSORIES
A. Joint Cleaner: Provide type of joint cleaning compound recommended by sealant manufacturer
for joint surfaces to be cleaned.
B. Primer: As recommended by sealant manufacturer.
C. Masking tape and similar accessories to protect surfaces from damage.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7300 - Execution: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions
are as required, and ready to receive Work.
1. Verify that joint widths are in conformance with sealant manufacturer allowable limits.
2. Verify that contaminants capable of interfering with adhesion have been cleaned form joint
and joint properly prepared.
CITY OF NEWPORT BEACH 07 92000 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 9200
JOINT SEALANTS
C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory
execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions
have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting
unsuitable conditions encountered at no additional cost to the City.
3.2 PREPARATION
A. Prepare and size joints in accordance with manufacturer's instructions. Clean substrates of dirt,
laitance, dust, or mortar using solvent, abrasion, or sandblasting as recommended by
manufacturer. Remove loose materials and foreign matter which might impair adhesion of
sealant.
B. Verify that joint backing and release tapes are compatible with sealant. Verify sealant is suitable
for substrate. Verify that sealant is paintable if painted finish is indicated.
C. Protect materials surrounding work of this Section from damage or disfiguration.
3.3 INSTALLATION
A. Install sealant in accordance with manufacturer's published instructions.
B. Prime or seal joint surfaces where recommended by sealant manufacturer. Do not allow primer
or sealer to spill or migrate onto adjoining surfaces.
C. Install backer rod and bond breaker tape where required by manufacturer.
D. Install preformed compressible and non -compressible fillers in accordance with manufacturer's
published instructions.
E. Install sealants to depths recommended by sealant manufacturer in uniform, continuous ribbons
free of air pockets, foreign embedded matter, ridges, and sags, "wetting" joint bond surfaces
equally on both sides.
F. Tool joints concave unless shown otherwise. Where horizontal joints are between a horizontal
surface and a vertical surface, fill joint to form slight cove so that joint will not trap moisture and
foreign matter. Dry tool joints. Do not use soap, water, or solvent to tool joints.
3.4 CURING
A. Cure sealants in compliance with manufacturer's published instructions.
3.5 CLEANING
A. Remove excess and spillage of sealants promptly as the work progresses, using materials and
methods as recommended by sealant and substrate manufacturers. Clean adjoining surfaces to
eliminate evidence of spillage without damage to adjoining surfaces or finishes.
CITY OF NEWPORT BEACH 07 92000 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 07 9200
JOINT SEALANTS
3.6 SEALANT SCHEDULE
A. INTERIOR SEALANTS:
1. Seal interior perimeters of hollow metal frame openings.
2. For all the above interior joints:
a. Sealant Urethane Type 2
b. Sealant Urethane Type 4
C. Sealant Silicone Type 1 (for prefinished materials only)
B. EXTERIOR SEALANTS:
1. Exterior joints in horizontal wearing and non -wearing surfaces.
a. Sealant No. Urethane Type 1
b. Sealant No. Urethane Type 3
C. Preformed Compressible & Non -Compressible Filler Type 1
2. Perimeters of exterior openings where frames and other penetrations meet exterior facade
of building: precast concrete, brick, CMU, polymer reinforced concrete.
a. Sealant Urethane Type 2
b. Sealant Silicone Type 1 (for prefinished materials only)
Payment for items of work covered under Division 7 of the plans and these specifications shall be based
on the lump sum bid pricing identified in the Bid Schedule. No additional compensation will be allowed.
END OF SECTION
CITY OF NEWPORT BEACH 07 92000 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1113
METAL DOORS AND FRAMES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Hollow Metal doors and frames.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found in
other documents.
C. Related Sections-
1 . Section 08 7100 - Door Hardware: Hardware coordination.
2. Section 09 9100 - Painting: Field painting and finishing of doors and frames.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A 152 - Methods for Fire Tests of Door Assemblies.
2. ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc -Coated
(Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip
Process; 1996.
B. Door Hardware Institute (DHI):
1. DHI - The Installation of Commercial Steel Doors and Steel Frames,
Insulated Steel Doors in Wood Frames and Builder's Hardware.
2. DHI A115 Series - Specifications for Steel Doors and Frame Preparation for
Hardware.
C. Steel Door Institute (SDI):
1. SDI-100 - Recommended Specifications Standard Steel Doors and Frames.
2. SDI-105 - Recommended Erection Instructions for Steel Frames.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Product Data: Indicate door materials, gauges, configurations, and location
of cut-outs hardware reinforcement, and finish.
a. Shop Drawings: Indicate door elevations, internal reinforcement,
closure method, and cut-outs for louvers.
CITY OF NEWPORT BEACH 08 1113 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1113
METAL DOORS AND FRAMES
1.4 DELIVERY, STORAGE AND PROTECTION
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
products.
B. Protect doors and frames with resilient packaging.
C. Break seal on -site to permit ventilation.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering items
which may be incorporated in the Work include the following:
1. Amweld Building Products, Incorporated,
2. Ceco Door Products,
3. Curries Company,
4. Republic Builders Products,
5. Steelcraft,
6. Or approved equal
2.2 MATERIALS
A. Doors: SDI-100, Level I I - Heavy -Duty - 1-3/4 inch, Model 1 - Dutch Flush Design,
16 gage cold -rolled steel with steel shelf. Door shall be split so that the top of the
shelf is no more than 34" above finish floor.
B. Exterior & Interior Frames: 16 gage, cold -rolled steel, mitered and welded, 2-
inch profile, for installation in a metal or wood stud and gypsum board partition.
2.3 CORE CONSTRUCTION
A. Provide one of the following core constructions;
1. Interior Doors: Kraft Honeycomb, Phenolic treated.
2.4 ACCESSORIES
A. Rubber Silencers: Resilient rubber.
CITY OF NEWPORT BEACH 08 1113 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1113
METAL DOORS AND FRAMES
2.5 PROTECTIVE COATINGS
A. Bituminous Coating: Fibered asphalt emulsion.
B. Primer: Exposed surfaces shall be cleaned, treated with Bonderite chemical and
given one baked -on shop coat of grey rust inhibiting primer.
2.6 FABRICATION
A. Fabricate unit's rigid, neat, and free from warp or buckle. Fabricate KD or welded
as specified. Weld exposed joints continuously; grind, dress, and make smooth,
flush and invisible.
B. Reinforce units to receive surface applied finish hardware.
C. Prepare frame for silencers. Provide three single rubber silencers for single
doors and two single silencers on frame head at double doors without mullions.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7300 - Execution: Verification of existing conditions before starting
work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work until
unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the City.
3.2 INSTALLATION
A. Check that the punch -outs of the existing metal frames work with the newly
supplied hardware. Patch, repair, and provide adequate backing if required to
provide a complete working installation.
B. Install doors in accordance with DHI.
CITY OF NEWPORT BEACH 08 1113 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1113
METAL DOORS AND FRAMES
C. Install doors in accordance with manufacturer's published instructions, of size,
and at locations indicated.
D. Coordinate with adjacent wall construction for anchor placement.
E. Field paint doors and frames as specified in Section 09 9100.
F. The frame is to be mounted to the studding in such a manner to prevent a
spreading of the frame from the studs of less than 1/2 inch.
3.3 CONSTRUCTION
A. Interface with Other Work:
1. Coordinate frame installation with size, location, and installation.
2. Coordinate with door opening construction, door frame, and door hardware
installation.
B. Site Tolerances-
1. Maximum Diagonal Distortion: 1/16 inch measured with straight edge,
corner to corner.
3.4 FIELD QUALITY CONTROL
A. Section 01 4000 - Quality Requirements: Field inspection.
B. Inspect metal door and frame installation, alignment, attachment to structure, and
operation.
3.5 ADJUSTING AND CLEANING
A. Adjust hardware for smooth and balanced door movement.
B. Section 01 7704 - Closeout Procedures and Training: Cleaning installed Work.
Payment for items of work covered under Division 8 of the plans and these specifications
shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional
compensation will be allowed.
END OF SECTION
CITY OF NEWPORT BEACH 08 1113 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1400
WOOD DOORS
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Flush wood doors.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other documents.
C. Related Sections:
1. Section 08 1100 — Metal Frames: Metal frames for wood doors.
2. Section 08 7100 - Door Hardware: Hardware coordination.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM);
1. ASTM E 152 - Methods of Fire Tests of Door Assemblies.
B. Architectural Woodwork Institute (AWI):
1. AWI 1300 - Flush Hollow and Solid Core Doors.
C. National Electrical Manufacturers Association (NEMA):
1. NEMA LD-3 - High Pressure Decorative Laminates.
D. National Fire Protection Association (NFPA):
1. NFPA 80 2007 Edition- Specification for Fire Doors and Windows.
E. Window and Door Manufactures Association (WDMA):
1. WDMA I.S. 1A-97 -Architectural Wood Flush Doors
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types,
swings, special blocking for hardware, and factory machining criteria.
Indicate cutouts for door louvers.
2. Assurance/Control Submittals:
a. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
CITY OF NEWPORT BEACH 08 1400 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1400
WOOD DOORS
b. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with AWI 1300 for Custom Grade.
1.5 DELIVERY, STORAGE AND PROTECTION
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
products.
B. Package, deliver, and store doors in accordance with AWI Section 01 3300.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering items
which may be incorporated in the Work include the following:
1. Algoma Hardwoods, Inc., Algoma, WI, (800) 678-8910.
2. Eggers Industries, Neena, WI, (920) 722-6444.
3. Mohawk Flush Doors, Inc., Northumberland, PA (717) 473-3557.
4. Marshfield DoorSystems, Incorporated, Marshfield, WI (800) 869-3667.
5. Or Equal.
2.2 MATERIALS
A. Interior Doors - Solid Core Wood Doors: AWI 1300.
1. Thickness: Indicated on Drawings.
2. Veneer: AWI 1300-S-9 SLC-5 ME.
3. Face Veneer: AWI Custom quality mahogany, clear coat finish to match
existing doors in facility.
4. Core Construction:
a. Non -Fire -Rated: SLC solid stave lumber.
2.3 FABRICATION
A. Fabricate non fire -rated doors in accordance with AWI 1300.
B. Furnish and install lock blocks at lock edge, and top of door closer for hardware
reinforcement.
CITY OF NEWPORT BEACH 08 1400 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1400
WOOD DOORS
C. Vertical Exposed Edge of Stiles:
1. Wood Doors: Of same species as veneer facing.
D. Bond edge banding to cores.
E. Factory machine door for door hardware in accordance with hardware
requirements and dimensions. Do not machine for surface hardware.
F. Factory fit doors for frame opening dimensions identified on approved shop
drawings.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
B. Report in writing to City Representative prevailing conditions that will adversely
affect satisfactory execution of the Work of this Section. Do not proceed with
Work until unsatisfactory conditions have been corrected.
C. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
City.
3.2 INSTALLATION
A. Install non fire -rated doors in accordance with AWI Quality Standards
requirements.
B. Machine cut for hardware. Install door hardware specified in Section 08 7100.
C. Install door louvers plump and level.
3.3 CONSTRUCTION
A. Interface with Other Work:
1. Coordinate frame installation with size, location, and installation.
2. Coordinate with door opening construction, door frame, and door
hardware installation.
B. Site Tolerances:
CITY OF NEWPORT BEACH 08 1400 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 1400
WOOD DOORS
1. Conform to AWI requirements for fit and clearance tolerances.
2. Conform to AWI 1300 requirements for maximum diagonal warp.
3.4 FIELD QUALITY CONTROL
A. Inspect door and frame installation, alignment, attachment to structure,
hardware installation and operation.
3.5 ADJUSTING AND CLEANING
A. Adjust hardware for smooth and balanced door movement.
3.6 PROTENTION
A. Protect finished Work from damage.
END OF SECTION
CITY OF NEWPORT BEACH 08 1400 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Aluminum entrance doors.
2. Aluminum storefronts.
3. Aluminum storefront windows.
4. Perimeter Sealant.
B. Related Documents: The Contract Documents, as defined in Summary of Work,
apply to the Work of this Section. Additional requirements and information
necessary to complete the Work of this Section may be found in other
Documents.
C. Related Sections-
1 . Section 08 7100 - Door Hardware: Hardware for same, and coordination.
2. Section 08 8000 - Glazing: Requirements for glazing.
1.2 REFERENCES
A. Aluminum Association (AA):
1. AA-M 12 C22 A41.
B. American Architectural Manufacturers Association (AAMA):
1. AAMA 605.2.
2. AAMA 701.2.
3. AAMA - Curtain Wall Manual #10
C. American Society for Testing and Materials (ASTM):
1. ASTM 13209.
2. ASTM B221.
3. ASTM A36/A36M.
4. ASTM A386.
1.3 SYSTEM DESCRIPTION
A. Aluminum entrances and storefront system includes tubular aluminum sections,
shop fabricated, factory finished, glass and infill, related flashings, anchorage and
attachment devices. System is to be glazed from the interior or exterior.
CITY OF NEWPORT BEACH 0841 13 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
1.4 SUBMITTALS
A. Section 01 3300 — Submittal Procedures, Shop Drawings, Product Data,
Samples: Procedures for submittals.
1. Product Data:
a. Product Data: Provide component dimensions, describe components
within assembly, anchorage and fasteners, glass and infill, door
hardware, and internal drainage details.
2. Shop Drawings:
a. Shop Drawings: Indicate system dimensions, framed opening
requirements and tolerances, affected related Work and expansion
and contraction joint location and details.
3. Samples:
a. Aluminum Extrusions: Submit one sample 12 inches (300 mm) long
in size illustrating finished aluminum surface.
b. Glazing: Submit one sample 12 x 12 inches (300 x 300 mm) in size
illustrating finished aluminum glass units, and glazing materials.
4. Assurance/Control Submittals:
a. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
b. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
B. Section Closeout Procedures: Procedures for closeout submittals.
1. Special Warranty: Submit written special warranty with forms completed in
Owner name and registered with manufacturer as specified in this Section.
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products specified
with minimum 5 years documented experience.
2. Installer: Company specializing in performing the Work of this Section with
minimum 5 years documented experience.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Section Product Requirements: Transport, handle, store, and protect Products.
B. Handle Products of this section in accordance with AAMA - Curtain Wall Manual
#10.
C. Protect finished aluminum surfaces with strippable coating. Do not use adhesive
papers or sprayed coatings which bond when exposed to sunlight or weather.
CITY OF NEWPORT BEACH 0841 13 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
1.7 PROJECT CONDITIONS OR SITE CONDITIONS
A. Jobsite Requirements:
1. Install sealants and glazing only when temperature is 40 degrees F. or
greater.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Energy Efficiency:
1. Exterior framing system: Provide frame with thermal break for exterior
framing systems; provide weather-stripping for doors in exterior frame.
1.9 WARRANTY
A. Section Closeout Procedures: Procedures for closeout submittals.
B. Special Warranty:
1. The manufacturer/installer shall warrant the product and installation to be
free from defective material and workmanship for a period of two years after
date of substantial completion, and shall replace or repair any defective
component or system, in whole or part, as necessary to restore the product
to its original intended state and integrity.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering
Products which may be incorporated in the Work include the following-
1 . Kawneer Company, Incorporated, Atlanta, GA
2. Other acceptable manufacturers offering equivalent products.
a. Amarlite Architectural Aluminum and Glass Co
b. EFCO Corporation; Monett, MO
C. U.S. Aluminum Corporation, Waxahachie, TX
3. Section 01 6000 - Product Requirements: Product options and
substitutions. Substitutions: Permitted.
2.2 MATERIALS
A. Extruded Aluminum: ASTM B221
B. Sheet Aluminum: ASTM 13209.
CITY OF NEWPORT BEACH 0841 13 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
C. Steel Sections: ASTM A36/A36M; shaped to suit mullion sections.
D. Fasteners: Stainless steel.
2.3 COMPONENTS
A. Framing System: Interior storefront & window, Trifab 451T, by Kawneer, 2 x 4-
1/2 inch (50mm x 113mm) nominal dimension, minimum wall thickness of 0.080
inches, extruded aluminum flush glazed framing system with thermal break.
B. Receptor Channel: Model No. 450-038 and 65-025, by Kawneer Company, Inc.
Finish to match that of storefront system.
C. Interior Door:
2.4 GLASS AND GLAZING MATERIALS
A. Glazing Materials: As specified in Section 08 8000.
2.5 ENTRANCE DOORS
A. Main Entry Door: Series 350T swing door, medium stile, by Kawneer Company,
Inc. Door sizes indicated on Drawings.
1. Vertical Stile: 3-1/2 inch, single piece.
2. Top Rail: 3-1/2 inch, single piece.
3. Bottom Rail: 10 inch (250mm), single piece.
4. Glazing: 1/4-inch-thick tempered units per Section 08 8000, with standard
bevel glass stops and tinted window.
B. Conference Entry Door:
1. No vertical Stile: Frameless type door.
2. No Top Rail: Frameless type door.
3. Bottom Rail: 10 inch (250mm), single piece.
4. Glazing: 1/2-inch-thick tempered units per Section 08 8000.
2.6 SEALANT MATERIALS
A. Sealant and Backing Materials:
1. Perimeter Sealant: Type as specified in Section 07 9200.
2. Sealant Used Within System (Not Used for Glazing): Type as specified in
Section 07 9200.
CITY OF NEWPORT BEACH 0841 13 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
2.7 HARDWARE
A. See Section 08 7100 for door hardware.
2.8 FINISHES
A. Exposed Aluminum Surfaces: Architectural Class I anodic coating, AA-M12 C22
A41, #14 Clear, unless otherwise indicated on Drawings.
B. Maintain same color range on doors, frames and other components. Do not mix
light and dark shades.
C. Concealed Steel Items: Galvanized in accordance with ASTM A386 to 2.0 oz/sq.
ft.
D. Apply two coats of bituminous paint to concealed aluminum and steel surfaces in
contact with cementitious or dissimilar materials.
2.9 FABRICATION
The framing system shall provide for flush glazing on all sides with no projecting
stops. Vertical and horizontal framing members shall have a nominal face
dimension of 1-3/4 inch. Overall depth shall be 4-inch to match existing. Entrance
framing members shall be compatible with glass framing in appearance. Provide
for internal drainage of infiltrated water into an extruded aluminum sub sill channel
where it is drained to the exterior through weep slots.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Division 1: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
C. Report in writing to Project Manager prevailing conditions that will adversely
affect satisfactory execution of the Work of this Section. Do not proceed with
Work until unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the Owner.
CITY OF NEWPORT BEACH 0841 13 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
3.2 INSTALLATION
A. Install wall system and fixed windows in accordance with manufacturer's
instructions.
B. Attach to structure to permit sufficient adjustment to accommodate construction
tolerances and other irregularities.
C. Provide alignment attachments and shims to permanently fasten system to
building structure.
D. Align assembly plumb and level, free of warp or twist. Maintain assembly
dimensional tolerances, aligning with adjacent work.
E. Install glass in accordance with Section 08 8000.
F. Install perimeter sealant, backing materials, and installation criteria in accordance
with Section 07 9200.
G. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water
tight dam.
H. Coordinate attachment and seal of perimeter air and vapor barrier materials.
I. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain
continuity of thermal barrier.
J. Set thresholds in bed of mastic and secure.
K. Install hardware using templates provided. Refer to Section 08 7100 for
installation requirements.
3.3 ADJUSTING
A. Section 01 6000 — Product Requirements: Adjusting installed work.
B. Adjust operating hardware and sash for smooth operation.
3.4 CLEANING
A. Section 01 7704 — Closeout Procedures and Training: Cleaning installed work.
B. Remove protective material from pre -finished aluminum surfaces.
CITY OF NEWPORT BEACH 0841 13 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 4113
ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
C. Wash down exposed surfaces with a solution of mild detergent in warm water,
applied with soft, clean wiping cloths. Take care to remove dirt from corners.
Wipe surfaces clean.
D. Remove excess sealant by method acceptable to sealant manufacturer.
END OF SECTION
CITY OF NEWPORT BEACH 0841 13 - 7 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Door hardware
B. Related Divisions:
1. Section 07 9200 — Joint Sealants.
2. Section 08 1113 — Hollow Metal Doors and Frames.
C. Specific Omissions: Hardware for the following is specified or indicated
elsewhere.
1. Signs, Toilet accessories, including grab bars, and Installation.
1.2 REFERENCES
A. Use date of standard in effect as of Bid date.
1. American National Standards Institute — ANSI 156.18 — Materials and
Finishes.
a) ANSI A156.18 Materials and Finishes
2. BHMA — Builders Hardware Manufacturers Association
3. DHI — Door and Hardware Institute
4. NFPA — National Fire Protection Association
a) NFPA 80 — Fire Doors and Windows
b) NFPA 105 — Smoke and Draft Control Door Assemblies
c) NFPA 252 —Fire Tests of Door Assemblies
5. UL — Underwriters Laboratories
a) UL10C — Positive Pressure Fire Tests of Door Assemblies.
b) UL 305 — Panic Hardware
6. WHI — Warnock Hersey Incorporated State of California Building Code
7. Local applicable codes
B. Abbreviations
1. Manufacturers: see table at 2.1.A of this section
1.3 SUBMITTALS & SUBSTITUTIONS
A. SUBMITTALS: Submit six copies of schedule per D. Only submittals printed
one sided will be accepted and reviewed. Organize vertically formatted
schedule into "Hardware Sets" with index of doors and headings, indicating
complete designations of every item required for each door or opening.
Minimum 1 Opt font size. Include following information:
1. Type, style, function, size, quantity and finish of hardware items.
2. Use BHMA Finish codes per ANSI Al56.18.
3. Name, part number and manufacturer of each item.
CITY OF NEWPORT BEACH 08 7100 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
4. Fastenings and other pertinent information.
5. Location of hardware set coordinated with floor plans and door schedule.
6. Explanation of abbreviations, symbols, and codes contained in schedule.
7. Mounting locations for hardware.
8. Door and frame sizes, materials and degrees of swing.
9. List of manufacturers used and their nearest representative with address
and phone number.
10. Catalog cuts.
11. Point-to-point wiring diagrams.
12. Manufacturer's technical data and installation instructions for electronic
hardware.
B. Bid and submit manufacturer's updated/improved item if scheduled item is
discontinued.
C. Deviations: Highlight, encircle or otherwise identify deviations from "Schedule
of Finish Hardware" on submittal with notations clearly designating those
portions as deviating from this section.
D. If discrepancy between drawings and scheduled material in this section, bid the
more expensive of the two choices, note the discrepancy in the submittal and
request direction from Engineer for resolution.
E. Substitutions per Section 01 6000 — Product Requirements. Include product
data and indicate benefit to the Project. Furnish operating samples on request.
Engineer will make final determination of equivalency.
F. Items listed with no substitute manufacturers have been requested by Owner to
meet existing standard.
G. Furnish as-built/as-installed schedule with closeout documents, including
keying schedule, riser and point-to-point wiring diagrams, manufacturers'
installation, adjustment and maintenance information, and supplier's final
inspection report.
1.4 QUALITY ASSURANCE:
A. Qualifications
1. Hardware supplier: direct factory contract supplier who employs a certified
architectural hardware consultant (AHC), available at reasonable times
during course of work for project hardware consultation to Engineer and
Contractor.
a. Responsible for detailing, scheduling and ordering of finish hardware.
Detailing implies that the submitted schedule of hardware is correct
and complete for the intended function and performance of the
openings.
B. Hardware: Free of defects, blemishes and excessive play. Obtain each kind of
hardware (latch and locksets, exit devices, hinges and closers) from one
manufacturer.
CITY OF NEWPORT BEACH 08 7100 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
C. Furnish hardware items required to complete the work in accordance with
specified performance level and design intent, complying with manufacturers'
instructions and code requirements.
1.5 DELIVERY, STORAGE AND HANDLING:
A. Delivery: coordinate delivery to appropriate locations (shop or field).
1. Permanent keys and cores: secured delivery direct to Owner's
representative.
B. Acceptance at Site: Items individually packaged in manufacturers' original
containers, complete with proper fasteners and related pieces. Clearly mark
packages to indicate contents, locations in hardware schedule and door
numbers.
C. Storage: Provide securely locked storage area for hardware, protect from
moisture, sunlight, paint, chemicals, dust, excessive heat and cold, etc.
1.6 PROJECT CONDITIONS AND COORDINATION:
A. Where exact types of hardware specified are not adaptable to finished shape
or size of members requiring hardware, provide suitable types having as nearly
as practical the same operation and quality as type specified, subject to
Engineer's approval.
B. Coordination: Coordinate hardware with other work. Furnish hardware items of
proper design for use on doors and frames of the thickness, profile, swing,
security and similar requirements indicated, as necessary for proper installation
and function, regardless of omissions or conflicts in the information on the
Contract Documents. Furnish related trades with the following information:
1. Location of embedded and attached items to concrete.
2. Location of wall -mounted hardware, including wall stops.
3. Location of finish floor materials and floor -mounted hardware.
4. At masonry construction, coordinate with the anchoring and frame
supplier prior to frame installation by placing a strip of insulation, wood, or
foam, on the back of the hollow metal frame behind the rabbet section for
continuous hinges, as well as at rim panic hardware strike locations,
silencers, coordinators, and door closer arm locations. When the frame is
grouted in place, the backing will allow drilling and tapping without dulling
or breaking the installer's bits.
5. Manufacturers' templates to door and frame fabricators.
C. Check Shop Drawings for doors and entrances to confirm that adequate
provisions will be made for proper hardware installation.
D. Environmental considerations: segregate unused recyclable paper and paper
product packaging, uninstalled metals, and plastics, and have these sent to a
recycling center.
CITY OF NEWPORT BEACH 08 7100 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
1.7 WARRANTY
A. Part of respective manufacturers' regular terms of sale. Provide
manufacturers' written warranties:
1. Locksets: Three years.
2. Closers: Ten years mechanical.
3. Hinges: One year.
4. Other Hardware: Two years.
1.8 REGULATORY REQUIREMENTS
A. Locate latching hardware between 34 inches to 44 inches above the finished
floor, per current California Building Code standards.
B. Handles, pull, latches, locks, other operating devices: readily operable from
egress side without tight grasping, tight pinching, or twisting of the wrist to
operate per current California Building Code standards.
C. Adjust doors to open with not more than 5.0-pounds pressure to open at
exterior doors and 5.0-pounds at interior doors. As allowed per current
California Building Code standards; local authority may increase the allowable
pressure for fire doors to achieve positive latching, but not to exceed 15-
pounds.
1. Door latch shall release when subjected to a 15-pound force.
2. Door shall be set in motion when subjected to a 30-pound force.
3. Once set in motion, door shall swing to a full -open position when
subjected to a 5-pound force.
D. Adjust door closer sweep periods so that from an open position of 70 degrees,
the door will take at least 3 seconds to move to a point 3 inches from the latch,
measured to the landing side of the door, per current California Building Code
Standards. Adjust delayed action closers at accessible stalls for three to five
second delay before regular sweep speed commences.
E. Smooth surfaces at bottom 10 inches of push sides of doors, facilitating push -
open with wheelchair footrests, per current California Building Code Standards.
F. Door opening clear width at accessible stalls no less than 32 inches, measured
from face of frame stop, or edge of inactive leaf of pair of doors, to door face
with door opened to 90 degrees. Hardware projection not a factor in clear
width if located above 30 inches and the hardware projects no more than 4
inches per current California Building Code Standards.
G. Door opening clear height no less than 80 inches measured from top of sill to
bottom of frame header stop. Projections into clear opening height not to
exceed 2 inches per current California Building Code Standards.
H. Thresholds: floor or landing no more than 0.50 inches below the top of the
threshold of the doorway. Change in level between 0.25 inches and 0.50
inches: beveled to slope no greater than 1:2 (50 percent slope) per current
California Building Code Standards.
CITY OF NEWPORT BEACH 08 7100 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
I. Floor stops: Do not locate in path of travel. Locate no more than 4 inches from
walls, per DSA Policy #99-08 (Access).
J. Pairs of doors: limit swing of inactive leaf to 90 degrees to protect persons
reading wall -mounted tactile signage.
K. Meet current California Building Code Standards.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Listed acceptable alternate manufacturers in accordance with the Item
Equivalency provisions:
1. Continuous Hinges
a. (IVES) Ives.
b. Select.
c. Hager.
d. Or approved equal.
2. Key System
a. (CLK) Clark Security
b. Schlage.
c. Or approved equal.
3. Mechanical Locks
a. (SCH) Schlage.
b. Falcon.
c. Or approved equal.
4. Closers
a. (LCN) LCN
b. Or approved equal.
5. Push & Pull Plates
a. (IVES) Ives.
b. Trimco
c. Or approved equal.
6. Kickplates
a. (IVES) Ives.
b. Trimco.
c. Or approved equal.
7. Stops & Holders
a. (TRI) Trimco.
b. Rockwood.
c. Or approved equal.
8. Overhead Stops
a. (GLY) Glynn -Johnson.
b. ABH.
c. Or approved equal.
CITY OF NEWPORT BEACH 08 7100 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
2.2 HINGING METHODS:
A. Drawings typically depict doors at 90 degrees, doors will actually swing to
maximum allowable. Use wide -throw conventional or continuous hinges as
needed up to 8 inches in width to allow door to stand parallel to wall for true
180-degree opening. Advise Engineer if 8-inch width is insufficient.
B. Conform to manufacturer's published hinge selection standard for door
dimensions, weight and frequency, and to hinge selection as scheduled.
Where manufacturer's standard exceeds the scheduled product, furnish the
heavier of the two choices, notify Engineer of deviation from scheduled
hardware.
C. Continuous Hinges:
1. Pinned steel/stainless steel type: continuous stainless steel, 0.25-inch
diameter stainless -steel hinge pin, 316 alloy.
a. Use engineered application -specific wide -throw units as needed to
provide maximum swing degree of swing, advise architect if required
width exceeds 8 inches.
2.3 LOCKSETS, LATCHSETS, DEADBOLTS
D. Mortise Locksets and Latch sets: as scheduled.
1. Chassis: cold -rolled steel, handing field -changeable without disassembly.
2. Universal lock case — 10 functions in one case.
3. Floating mounting tabs automatically adjusts to fit a beveled door edge.
4. Latch bolts: 0.75 inch throw stainless steel anti -friction type.
5. Lever Trim: through -bolted, accessible design, cast lever or solid extruded
bar type levers as scheduled. Filled hollow tube design unacceptable.
a. Spindles: security design independent breakaway. Breakage of
outside lever does not allow access to inside lever's hubworks to gain
wrongful entry.
b. Inside lever applied by screwless shank mounting — no exposed trim
mount screws.
c. Levers rotate up or down for ease of use.
d. Vandalgard locks: locked lever freely rotates down while remaining
securely locked. This feature prevents damage to internal lock
components when subjected to excessive force.
6. Furnish solid cylinder collars with wave springs. Wall of collar to cover rim
of mortise cylinder.
7. Thumbturns: accessible design not requiring pinching or twisting motions
to operate.
8. Deadbolts: stainless steel 1-inch throw.
9. Electric operation: Manufacturer -installed continuous duty solenoid.
10. Strikes: 16 gage curved steel, bronze or brass with 1-inch deep box
construction, lips of sufficient length to clear trim and protect clothing.
11. Scheduled Lock Series and Design: Schlage L series, 03L design or
approved equal.
CITY OF NEWPORT BEACH 08 7100 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
2.6 CLOSERS
A. Surface Closers:
1. Full rack-and-pinion type cylinder with removable non-ferrous cover and
cast-iron body. Double heat -treated pinion shaft, single piece forged
piston, chrome -silicon steel spring.
1. ISO 2000 certified. Units stamped with date -of -manufacture code.
2. Independent lab -tested 10,000,000 cycles.
3. Non -sized and adjustable. Place closers inside building, stairs and
rooms.
4. Plates, brackets and special templating when needed for interface with
particular header, door and wall conditions and neighboring hardware.
5. Advanced Variable Backcheck (AVB): where scheduled, these units
commence backcheck at approximately 45 degrees.
6. Adjustable to open with not more than 5.0-pounds pressure to open at
exterior doors and 5.0-pounds at interior doors. As allowed per California
Building Code; local authority may increase the allowable pressure for fire
doors to achieve positive latching, but not to exceed 15-pounds.
7. Separate adjusting valves for closing speed, latching speed and
backcheck, fourth valve for delayed action where scheduled.
8. Extra -duty arms (EDA) at exterior doors scheduled with parallel arm units.
EDA arms: rigid main and forearm, reinforced elbow.
9. Exterior door closers: tested to 100 hours of ASTM B117 salt spray test,
furnish data on request.
10. Exterior doors: seasonal adjustments not required for temperatures form
120 degrees F to -30 degrees F, furnish checking fluid data on request.
11. Non -flaming fluid, will not fuel door or floor covering fires.
12. Pressure Relief Valves (PRV) not permitted.
B. High Security Closers: Removable heavy gage metal case. Cylinders
independent test lab certified to exceed 10,000,000 cycles. Vandal and tamper
resistant forged steel arm. Exposed fasteners: pinned TORX type.
1. Advanced Variable Backcheck (AVB): where scheduled, these units
commence backcheck at approximately 45 degrees.
2.7 OTHER HARDWARE
A. Overhead Stops: Non -plastic mechanisms and finished metal end caps. Field -
changeable hold -open, friction and stop -only functions.
B. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and
width as scheduled. Sheet -metal screws of bronze or stainless steel to match
other hardware. Number 316 stainless steel alloy.
C. Door Stops: Provide stops to protect walls, casework or other hardware.
1. Unless otherwise noted in Hardware Sets, provide wall type with
appropriate fasteners. Where wall type cannot be used, provide floor
type. If neither can be used, provide overhead type.
CITY OF NEWPORT BEACH 08 7100 - 7 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
2. Locate overhead stops for maximum possible opening. Consult with Owner
for furniture locations. Minimum: 90deg stop / 95deg deadstop. Note
degree of opening in submittal.
D. Through -bolts: Do not use. Coordinate with hollow metal frames and doors
ensure provision of proper embedded blocking to support wood screws for
mounting door closers.
1. Exception: surface -mounted overhead stops, holders, and friction stays.
2.8 FINISH:
A. Generally: BHMA 626 Satin Chromium.
1. Areas using BHMA 626: furnish push -plates, pulls and protection plates of
BHMA 630, Satin Stainless Steel, unless otherwise scheduled.
B. Door closers: factory powder coated to match other hardware, unless
otherwise noted.
1. Provide manufacturer's "SRI" special rust -inhibiting epoxy undercoat.
2.9 KEYING REQUIREMENTS:
A. Key System: Clark Security Sargent "LA" keyway or approved equal utility -
patented keyway, interchangeable core. Utility patent protection to extend at
least until 2029. Key blanks available only from factory -direct sources, not
available from after -market key blank manufacturers. Initiate and conduct
meeting(s) with Engineer to determine system keyway(s), keybow styles,
structure and degree of geographic exclusivity. Do not order keys or cylinders
without written confirmation of actual requirements from the Engineer.
B. Keys
1. Factory registered master key system.
2. Construction keying: furnish temporary keyed -alike cores. Remove at
substantial completion and install permanent cylinders/cores in Owner's
presence. Demonstrate that construction key no longer operates.
3. Furnish 10 construction keys.
4. Furnish 2 construction control keys.
C. Key Cylinders: furnish utility patented, 6-pin solid brass construction.
D. Cylinder cores: furnish keyed at factory of lock manufacturer where permanent
records are maintained. Locks and cylinders same manufacturer.
E. Permanent keys: use secured shipment direct from point of origination to
Owner.
1. For estimate: 3 keys per change combination, 5 master keys per group, 5
grand -master keys, 3 control keys.
2. For estimate: VKC stamping plus "DO NOT DUPLICATE".
CITY OF NEWPORT BEACH 08 7100 - 8 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
3. Bitting List: use secured shipment direct from point of origination to Owner
upon completion.
PART 3 -EXECUTION
3.1 ACCEPTABLE INSTALLERS
A. Can read and understand manufacturers' templates, suppliers' hardware
schedule and printed installation instructions. Can readily distinguish drywall
screws from manufacturers' furnished fasteners. Available to meet with
manufacturers' representatives and related trades to discuss installation of
hardware.
3.2 PREPARATION
A. Ensure that walls and frames are square and plumb before hardware
installation. Make corrections before commencing hardware installation.
Installation denotes acceptance of wall/frame condition.
B. Locate hardware per SDI-100 and applicable building, fire, life -safety,
accessibility, and security codes.
1. Notify Engineer of code conflicts before ordering material.
2. Locate latching hardware between 34 inches to 44 inches above the
finished floor, per current California Building Code standards.
3. Locate panic hardware between 36 inches to 44 inches above the finished
floor.
4. Where new hardware is to be installed near existing doors/hardware
scheduled to remain, match locations of existing hardware.
C. Overhead stops: before installing, determine proposed locations of furniture
items, fixtures, and other items to be protected by the overhead stop's action.
3.3 INSTALLATION
A. Install hardware per manufacturer's instructions and recommendations. Do not
install surface -mounted items until finishes have been completed on substrate.
Set units level, plumb and true to line and location. Adjust and reinforce
attachment substrate for proper installation and operation. Remove and
reinstall or replace work deemed defective by Architect.
1. Gaskets: install jamb -applied gaskets before closers, overhead stops, rim
strikes, etc; fasten hardware over and through these seals. Install sweeps
across bottoms of doors before astragals, cope sweeps around bottom
pivots, trim astragals to tops of sweeps.
2. When hardware is to be attached to existing metal surface and insufficient
reinforcement exists, use RivNuts, NutSerts or equal anchoring device for
screws.
CITY OF NEWPORT BEACH 08 7100 - 9 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
3. Use manufacturers' fasteners furnished with hardware items, or submit
Request for Substitution with Engineer.
4. Replace fasteners damaged by power -driven tools.
B. Locate floor stops no more that 4 inches from walls and not within paths of
travel. See paragraph 2.2 regarding hinge widths, door should be well clear of
point of wall reveal. Point of door contact no closer to the hinge edge than half
the door width. Where situation is questionable or difficult, contact Engineer
for direction.
C. Core concrete for exterior door stop anchors. Set anchors in approved non -
shrink grout.
D. Locate overhead stops for minimum 90 degrees at rest and for maximum
allowable degree of swing.
E. Drill pilot holes for fasteners in wood doors and/or frames.
F. Lubricate and adjust existing hardware scheduled to remain. Carefully remove
and give to Owner items not scheduled for reuse.
3.4. ADJUSTING
A. Adjust and check for proper operation and function. Replace units, which
cannot be adjusted to operate freely and smoothly.
1. Hardware damaged by improper installation or adjustment methods:
repair or replace to Engineer's satisfaction.
2. Adjust doors to fully latch with no more than 1 pound of pressure.
3. Adjust delayed -action closers on fire -rated doors to fully close from fully -
opened position in no more than 10 seconds.
4. Adjust door closers per 1.9 this section.
3.5 DEMONSTRATION
A. Demonstrate mechanical hardware and electrical, electronic and pneumatic
hardware systems, including adjustment and maintenance procedures.
3.6 PROTECTION/CLEANING:
A. Cover installed hardware, protect from paint, cleaning agents, weathering,
carts/barrows, etc. Remove covering materials and clean hardware just prior to
substantial completion.
B. Clean adjacent wall, frame and door surfaces soiled from installation
reinstallation process.
3.7 SCHEDULE OF FINISH HARDWARE
A. See door schedule in drawings for hardware set assignments.
CITY OF NEWPORT BEACH 08 7100 - 10 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
B. Do not order material until submittal has been reviewed, stamped, and signed
by Architect's door hardware consultant.
HW SET: 01 MAIN ENTRY DOOR US ON MARK/DOOR #01
Provide each SGL door(s) with the following:
Qty Description Catalog Number Finish Mfr
EA
CONT. HINGE
112HD
628
IVE
EA
PANIC HARDWARE
CD-PA-AX-35A-NL-OP-388299
626
VON
EA
MORTISE CYLINDER
20-013 114
626
TBD
EA
RIM CYLINDER
20-022-EV29 S
626
TBD
EA
90 DEG. OFFSET PULL
819EZHD 10" O
630-316
IVE
EA
SURFACE CLOSER
4040XP SCUSH
689
LCN
EA
KICK PLATE
8400 10" X 2" LDW B-CS
630
IVE
EA
MOUNTING PLATE
4110-18
689
LCN
EA
BLADE STOP SPACER
4110-61
689
LCN
EA
THRESHOLD
546A-NH-223 OR AS DETAIL
A
ZER
Door sweep and weather seal by aluminum storefront manufacturer new hardware finish and new cylinder
to match existing building standard - consult building locksmith & field verify.
Operational Description
CONT. HINGE
Free Egress at all times. Pressing Push Bar retracts latchbolts
Self -Closing
Accessories
Rabbeted Threshold, UL, Accessible (ADA)
HW SET: 02 RESTROOM FOR USE ON MARK/DOOR #02
Provide each SC door with the following:
Qty
Description
Catalog Number
Finish
Mfr
3
EA
HINGE
3CB14.5X4.5
630
IVE
1
EA
PRIVACY LOCK
ND40S SPA
626
SCH
1
EA
FSIC CORE
23-030EV29S
626
SCH
1
EA
SURFACE CLOSER
1461 REG OR PA AS REQ
689
LCN
1
EA
KICK PLATE
8400 10" X 2" LDW
630
IVE
1
EA
GASKETING
188SBK PSA
BK
ZER
1
EA
WALL STOP
WS401/402CCV
626
IVE
CITY OF NEWPORT BEACH 08 7100 -11 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 7100
DOOR HARDWARE
HW SET: 03
DOOR NUMBER: 04
Provide each SGL door(s) with the following:
Qty
Description
Catalog Number
Finish
Mfr
3
EA
HW HINGE
5661 HW 4.5 X 4.5
626
IVE
1
EA
ENTRY LOCK
710 SYSTEM W/ IC CORE
626
SCH
1
EA
ARMOR COLLAR
630
COR-
RUS
1
EA
LOCK GUARD
L6100
626
SBH
1
EA
SURFACE CLOSER
4111 EDP
689
LCN
1
EA
FLOOR STOP & HOLDER
FS40 SALES
626
IVE
1
SET
PERIMETER SEAL
105 HEAD & JAMBS
BILK
DHS
1
EA
CMCLD BTM SEAL
AMDB3+CC
719
DHS
1
EA
SILENCER
SRC4
GRY
IVE
Door sweep and weather seal by aluminum storefront manufacturer new hardware finish and new cylinder
to match existing building standard - consult building locksmith & field verify.
Operational Description
CONT. HINGE
Free Egress at all times. Pressing Push Bar retracts latchbolts
Self -Closing
Accessories
Rabbeted Threshold, UL, Accessible (ADA)
Payment for items of work covered under Division 8 of the plans and these
specifications shall be based on the lump sum bid pricing for the various items identified
under Door and Windows in the Bid Specifications.
END OF SECTION
CITY OF NEWPORT BEACH 08 7100 - 12 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 8000
GLAZING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Insulated tempered glass units, low E.
2. Tempered glass units, low E.
B. Related Documents: The Contract Documents, as defined in Section 01 010 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found in
other Documents.
C. Related Sections:
1. Section 08 4113 - Entrances and Storefronts: Glazed doors and storefronts.
1.2 REFERENCES
A. American National Standards Institute (ANSI):
1. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for
Safety Glazing Material Used in Buildings.
B. American Society for Testing and Materials (ASTM):
1. ASTM C920 - Standard Specification for Elastomeric Joint Sealants.
2. ASTM C1036 - Standard Specification for Flat Glass.
3. ASTM C1048 - Standard Specification for Heat -Treated Flat Glass -Kind HS,
Kind FT Coated and Uncoated Glass.
4. ASTM D2000 - Standard Classification System for Rubber Products in
Automotive Applications.
5. ASTM F1233 - Standard Test Method for Security Glazing Materials and
Systems.
C. Consumer Product Safety Standards for Architectural Glazing. CPSC 16 CFR,
Part 1201.
D. Flat Glass Marketing Association (FGMA):
1. FGMA - Glazing Manual and Glazing Sealing Systems Manual.
1.3 SUBMITTALS
A. Section 01 3323 — Shop Drawings, Product Data, Samples: Procedures for
submittals.
1. Product Data:
CITY OF NEWPORT BEACH 08 8000 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 8000
GLAZING
a. Glass: Structural, physical and environmental characteristics, size
limitations, special handling or installation requirements.
b. Glazing compound: Provide chemical, functional, and environmental
characteristics, limitations, special application requirements.
2. Samples:
a. Glazing: Submit one sample 12 x 12 inches (300 x 300 mm) in size
of each type of glazing, illustrating tinting, and finish of glazing
materials. Label each sample indicating kind, quality and
manufacturer.
3. Assurance/Control Submittals:
a. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
b. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
B. Section 01 7000 — Closeout Procedures: Procedures for closeout submittals.
1. Submit written special warranty with forms completed in Owner name and
registered with manufacturer as specified in this section.
1.4 QUALITY ASSURANCE
A. Identification: Each unit of tempered glass shall be permanently identified by the
manufacturer. The identification shall be etched or ceramic fired on the glass and
be visible when the unit is glazed.
B. Perform Work in accordance with FGMA Glazing Manual.
C. Installer Qualifications: Company specializing in performing the Work of this
Section with minimum 5 years documented experience.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 — Product Requirements: Transport, handle, store, and protect
Products.
1.6 PROJECT CONDITIONS OR SITE CONDITIONS
A. Environmental Requirements:
1. Do not install glazing when ambient temperature is less than 40 degrees F.
2. Maintain minimum ambient temperature before, during and 24 hours after
installation of glazing compounds.
CITY OF NEWPORT BEACH 08 8000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 8000
GLAZING
A. Section 01 7700 - Closeout Procedures: Procedures for closeout submittals.
B. Special Warranty:
1. Include coverage for cracking, breakage, and replacement of same.
a. Warranty Period: 1 year.
2. Include coverage for sealed glass units from seal failure interpane dusting
or misting, and replacement of same.
a. Warranty Period: 10 years
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering
Products which may be incorporated in the Work include the following:
1. Pilkington Libbey-Owens-Ford, Toledo, OH (800)221-0444.
2. PPG Industries, Pittsburgh, PA (412) 434-2858 (800) 377-5267.
3. Viracon, Owatonna, MN (800) 533-2080.
B. Section 01 6000 — Product Requirements: Product options and substitutions.
Substitutions: Permitted.
2.2 GLASS MATERIALS
A. Glass Type 1 - Insulated Tempered Glass Units, Low E: Double pane units with
inner pane of clear tempered glass and outer pane of tinted tempered glass.
Coating on inner side of outer panel.
1. Glass Thickness, Inner: 1/4 inch (6 mm).
2. Glass Thickness, Outer: 1/4 inch (6 mm.
3. Tint Color: gray, contractor to verify with owner prior to ordering of glass.
4. Visible Reflectance: Maximum 15 percent.
5. Visible Transmittance: Minimum 65 percent.
6. Unit Thickness: 1 inch (25 mm) thick units. 1/4 inch (6 mm) thick, clear
inner pane. 1/4 inch (6 mm) thick, tinted outer pane. 1/2-inch (12 mm) air
space between panes.
7. Location: All exterior glazing, unless noted otherwise.
B. Glass Type 2 — Tempered Glass Units-
1 . Glass Thickness, Inner: 1/4 inch (6 mm).
2. Location: All interior locations
CITY OF NEWPORT BEACH 08 8000 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 8000
GLAZING
2.3 GLAZING COMPOUNDS
A. Polysulphide Sealant: Two component, chemical curing, non -sagging type;
cured Shore A hardness of 15-25.
B. Silicone Sealant: Single component, chemical curing; capable of water
immersion without loss of properties; non -bleeding, non -staining; cured Shore A
hardness of 15-25.
1. Color: Clear.
C. Acrylic terpolymer compounded especially for glazing; non -hardening, non-
staining, and non -bleeding.
2.4 GLAZING ACCESSORIES
A. Setting Blocks: Resilient blocks of 70 to 90 Shore A durometer hardness;
compatible with glazing sealant.
B. Spacers: Resilient blocks of 40 to 50 Shore A durometer hardness; self adhesive
on one side; compatible with glazing sealant.
C. Filler Rods: Closed cell or jacketed foam rods of polyethylene, butyl, neoprene,
polyurethane, or vinyl; compatible with glazing sealant.
D. Joint Cleaners, Primers, and Sealers: As recommended by glazing sealant
manufacturer.
E. Gaskets: ASTM D2000, SBC 415 to 313C 620; extruded or molded neoprene or
EPDM, black.
F. Mastic: Non -solvent type adhesive as recommended by mirrored glass
manufacturer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Division 1: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
1. Verify that openings for glazing are correctly sized and within tolerance.
CITY OF NEWPORT BEACH 08 8000 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 8000
GLAZING
2. Verify that surfaces of glazing channels or recesses are clean, free of
obstructions that may impede moisture movement, weeps are clear, and
ready to receive glazing.
C. Report in writing to Project Manager prevailing conditions that will adversely
affect satisfactory execution of the Work of this Section. Do not proceed with
Work until unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the Owner.
3.2 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Seal porous glazing channels or recesses with substrate compatible primer or
sealer.
C. Prime surfaces scheduled to receive sealant.
3.3 GLAZING
A. Locate setting blocks at quarter points of sill; set in sealant if heel or toe bead is
required.
B. Install spacers inside and out except where pre -shimmed tape or glazing gaskets
are to be used.
C. Set each piece in a series to other pieces in pattern draw, bow, or other visually
perceptible characteristics.
D. Provide glazing sealants and gaskets as required for particular glazing
application. Coordinate with other Sections for material compatibility.
E. Gaskets:
1. Provide adequate anchorage, particularly for driven -in wedge gaskets.
2. Miter and weld end of channel gaskets at corners to provide continuous
gaskets.
3. Seal face gaskets at corners with sealant to close opening and prevent
withdrawal of gaskets from corners.
F. Do not leave voids in glazing channels except as specifically indicated or
recommended by glass manufacturer. Force sealant into channel to eliminate
voids. Tool exposed surfaces to slight wash away from joint. Trim and clean
promptly.
CITY OF NEWPORT BEACH 08 8000 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 08 8000
GLAZING
G. Do not allow sealant to close weeps of aluminum framing.
H. Provide filler rod where sealants are used in the following locations:
1. Head and jamb channels.
2. Colored glass over 75 united inches in size.
3. Clear glass over 125 united inches in size.
3.4 CONSTRUCTION
A. Interface with Other Work: Coordinate glazing with installation of entrances and
storefronts specified in Section 08 4113.
3.5 FIELD QUALITY CONTROL
A. Section 01 4000 - Quality Requirements: Field testing and inspection.
B. Inspect preparation and installation of glass.
3.6 CLEANING
A. Section 01 7000 — Contract Procedure: Cleaning installed work.
B. Remove glazing materials from finish surfaces.
C. Remove labels after Work is complete.
D. Clean glass and adjacent surfaces.
3.7 PROTECTION
A. Section 01 6000 — Product Requirements: Protecting installed work.
B. After installation, mark pane with an 'X' by using removable plastic tape or paste.
Do not mark reflective or Spandrel glass units.
END OF SECTION
CITY OF NEWPORT BEACH 08 8000 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Interior non load -bearing steel stud framing and furring 20 gage and lighter.
2. Metal furring.
3. Wood blocking.
B. Related Documents: The Contract Documents, as defined in Division 1 - Summary of
Work, apply to the Work of this Section. Additional requirements and information
necessary to complete the Work of this Section may be found in other Documents.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A 653 - Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -
Iron Alloy Coated (Galvannealed) by the Hot -Dip Process.
2. ASTM C 645 - Specification for Non -Structural Steel Framing Members.
3. ASTM C 754 - Installation of Steel Framing Members to Receive Screw -Attached
Gypsum Panel Products.
4. ASTM C 954 - Specification for Steel Drill Screws for the Application of Gypsum
Panel Products or Metal Plaster Bases to Steel Studs From 0.033 inches to
0.112 inches in Thickness.
B. United States Department of Commerce Product Standard (PS):
1. PS 20 - American Softwood Lumber Standard.
C. Southern Pine Inspection Bureau (SPIB):
1. Grading Rules.
D. Western Wood Products Association (WWPA):
1. Western Lumber Grading Rules.
1.3 SUBMITTALS
A. Division 1 — Shop Drawings, Product Data, Samples: Procedures for submittals.
1. Product Data:
a. Framing Members: Standard materials and finish, product criteria, sizes
and lengths, load charts, and limitations.
CITY OF NEWPORT BEACH 09 2216 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
b. Fasteners and Anchorage Devices: Standard materials and finish, sizes,
and load charts.
2. Shop Drawings:
a. Indicate prefabricated work, component details, framing layout, framed
openings, anchorage to structure, type and location of fasteners, and
accessories or items required of other related work.
b. Indicate methods of securing studs and framing to tracks, splicing,
suspension, and for blocking and reinforcement to framing connections.
1.4 QUALITY ASSURANCE
A. Qualifications-
1. Manufacturer: Company specializing in manufacturing Products specified with
minimum 5 years documented experience.
2. Installer: Company specializing in performing the Work of this Section with
minimum 5 years documented experience.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Division 1 — Product Requirements: Transport, handle, store, and protect Products.
B. Protect metal framing from corrosion, deformation, and other damage during delivery,
storage, and handling.
C. Store and protect metal framing with weatherproof covering, and ventilate to avoid
condensation.
D. Deliver materials in original packages, containers, or bundles bearing brand name and
identification of manufacturer or supplier.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Manufacturers: Subject to compliance with project requirements, alternate
manufacturers offering specified items which may be incorporated in the Work
include the following:
a. Dale/Incor, Dearborn, MI (800) 882-7883.
b. National Gypsum Company, Gold Bond Building Products, Charlotte, NC.
(800) 628-4662.
C. Clark Steel Framing Systems, Middletown, OH (800) 543-7140.
CITY OF NEWPORT BEACH 09 2216 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
2. Division 1 — Product Requirements: Product options and substitutions.
Substitutions: Permitted.
2.2 MATERIALS
A. Interior Non -load -Bearing Partition Framing: ASTM A 653 and ASTM C 645;
galvanized sheet steel, channel shaped, punched for utility access, depth as indicated
on Drawings, gages as indicated below unless indicated on Drawings.
1. 4 Inch Studs - Unbraced Length 17 Feet or Less: Minimum 22 gage.
2. 4 Inch Studs - Unbraced Length 18 Feet or Less: Minimum 20 gage.
3. 6 Inch Studs - Unbraced Length 25 Feet or Less: Minimum 22 gage.
4. 6 Inch Studs - Unbraced Length Greater Than 25 Feet: Minimum 20 gage.
5. Limiting heights are for 5/8 inch thick gypsum board panels on each side of
partition and 5 pounds per square foot uniform load perpendicular to partition.
B. Partition Floor Tracks and Runners: ASTM A 653 and ASTM C 645; galvanized sheet
steel, channel shaped, same depth and gage as studs, tight fit; solid web.
C. Wall Furring and Partition Bracing: ASTM A 653 and ASTM C 645; galvanized sheet
steel.
1. Studs: 2-1/2 inch deep, 22 gage.
2. Hat -Shaped Channels: 7/8 inch deep x 1-1/2 inch wide, 25 gage.
3. Cold -Rolled Channels: 3/4 x 1/2 inch and 1-1/2 x 17/32 inch, 16 gage.
4. Clip Angles: 2 inches x 2 inches x 16 gage x 1/4 inch less than stud width.
D. Partition Framing Fasteners: Corrosion -resistant self -drilling self -tapping steel screws.
1. 22 Gage Framing: ASTM C 1002; 3/8 inch Type S pan head.
2. 20 Gage and Heavier Framing: ASTM C 954; 5/8 inch Type S-12 low -profile
head.
E. Partition Floor Track Anchorage Device: Low velocity powder -actuated drive pins;
minimum 0.140 inch shank diameter x 1-1/2 inch shank length with 7/8 inch diameter
washer.
1. DX 451 System using X-DNI Pins with R23 washers, by Hilti, Tulsa, OK. (800)
879-8000.
2. Ramset/Red Head System using 4700SD Pins, by ITW Ramset/Redhead, Wood
Dale, IL (708) 350-1858.
3. Division 1 — Product Requirements: Product options and substitutions.
Substitutions: Permitted.
F. Wall Furring to Concrete or Masonry Wall Fasteners: Hex head sleeve anchors;
minimum 1/4 inch diameter x minimum 1-1/8 inch embedment.
1. Slv Anch HX 5/16X2-1/2, by Hilti, Tulsa, OK (800) 879-8000.
2. Dynabolt HN-1413, by ITW Ramset/Redhead, Wood Dale, IL (708) 350-1558.
CITY OF NEWPORT BEACH 09 2216 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
3. Division 1 - Materials and Equipment: Product options and substitutions.
Substitutions: Permitted.
G. Furring Channel to Masonry or Concrete Surface Fasteners: Low velocity powder -
actuated drive pins of size to suit application.
H. Flat Straps and Plates: ASTM A 653; galvanized sheet steel, gage, shape, and
configuration as indicated on Drawings.
Wood Blocking Attached to Partition Framing:
1. PS 20; S4S. Maximum of 19 percent moisture content, surfaced dry, No. 2 any
species graded under WWPA grading rules or No. 3 Grade Southern Pine
graded under SPIB grading rules. Unless noted otherwise.
2. Full sized, sound lumber without splits, warps, wane, or loose knots.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Division 1 — Field Engineering: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates and
conditions are as required, and ready to receive Work.
1. Verify that building framing components are ready to receive Work.
2. Verify that rough -in utilities are in -place and located where required.
C. Report in writing to Project Manager prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work until
unsatisfactory conditions have been corrected.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the Owner.
3.2 INSTALLATION
A. Install studs and fasteners in accordance with manufacturer's published instructions
and ASTM C 754.
B. Metal Stud Spacing: 16 inches on center, maximum.
C. Align stud web openings horizontally.
CITY OF NEWPORT BEACH 09 2216 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
D. Splice studs with minimum 8 inch nested lap, fasten each stud flange with minimum
two screws.
E. Construct corners using minimum three studs.
F. Double stud at wall openings and door jambs, maximum 2 inches from each side of
openings.
G. Place studs as indicated on Drawings, minimum 2 inches from abutting walls.
H. Install framing between studs for attachment of mechanical and electrical items.
Install intermediate studs above and below openings to match wall stud spacing.
J. Fasten studs adjacent to door frames, partition intersections, and corners to top and
bottom runner flanges in double -stud fashion with metal lock fastener tools.
1. Securely fasten studs to jamb and head anchor clips of door and borrowed -light
frames.
2. Place horizontally a cut -to -length section of runner with web -flange bend at each
end, fasten with minimum one screw per flange.
3. Position a cut -to -length stud (extending to top runner) at vertical panel joints over
door frame header.
K. Blocking: Screw -attach wood blocking between studs for support of surface mounted
items.
1. Wall cabinets.
2. Architectural woodwork.
3. Handrails and railings.
4. Signage.
5. Other items requiring backing for attachment.
L. Framing Fastening: Fasten framing in accordance with manufacturer's published
instructions and schedule below, unless indicated otherwise on Drawings.
CONNECTION
Floor and Top Track to Concrete
Partition Stud to Floor Track
Plates and Straps to Studs
Stud Web to Stud Web
Runner to Header
FASTENER
1 - Pin at 32 inches on center.
1 - Screw each side at each flange.
2 - Screws.
2 - Screws.
1 - Screw at 16 inches on center, max. 6 inches from
each end.
CITY OF NEWPORT BEACH 09 2216 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
3.3 INSTALLATION - FURRING
A. Furring Channels:
1. Attach vertically spaced at maximum 16 inches on center, to masonry and
concrete surfaces with hammer set or powder driven fasteners staggered 24
inches on center on opposite flanges.
2. Nest channels 8 inches at splices and anchor with 2 fasteners in each wing.
B. Wall Furring:
1. Secure top and bottom runners to structure.
2. Space metal studs at maximum 16 inches on center.
3.4 CONSTRUCTION
A. Interface with Other Work:
1. Coordinate erection of studs at openings and with hollow metal door frames.
2. Coordinate installation of anchors, supports, and blocking for mechanical,
electrical, and building accessory items installed within framing.
B. Site Tolerances:
1. Maximum Variation From True Position: 3 mm in 3 m.
2. Maximum Variation From Plumb: 3 mm in 3 m.
3.5 FIELD QUALITY CONTROL
A. Division 1 - Quality Requirements: Field testing and inspection.
B. Inspect metal framing erection, placement, spacing, fasteners, and connections to
building.
END OF SECTION
CITY OF NEWPORT BEACH 09 2216 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2900
GYPSUM BOARD
PART 1 —GENERAL
1.1 SUMMARY
A. Section Includes:
1. Gypsum board and joint treatment.
2. Finishing.
B. Related Documents: The Contract Documents, as defined in Division 1 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents.
C. Related Sections:
1. Section 092216 — Non -Structural Metal Framing
2. Section 099100 - Painting: Field paint finish on gypsum board.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM C36 - Specification for Gypsum Wallboard.
2. ASTM C79 - Test Method for Gypsum Sheathing Board.
3. ASTM C557 - Specification for Adhesives for Fastening Gypsum
Wallboard to Wood Framing.
4. ASTM C630 - Specification for Water -Resistant Gypsum Backing Board
5. ASTM C954 - Specification for Steel Drill Screws for the Application of
Gypsum Board or Metal Plaster Bases to Steel Studs
From 0.033 inches to 0.112 inches in Thickness.
6. ASTM C1002 - Specification Steel Drill Screws for the Application of
Gypsum Panel Products.
7. ASTM C1177 - Specification for Glass Mat Gypsum Substrate for Use
as Sheathing.
8. ASTM C1178 - Specifications for Glass Mat Water Resistant Gypsum
Backing Panel.
9. ASTM E84 2007 Edition - Test Method for Surface Burning
Characteristics of Building Materials.
10. ASTM E119 2007 Edition- Test Methods for Fire Tests of Building
Construction and Materials.
B. Gypsum Association (GA):
1. GA-214 - Recommended Levels of Gypsum Board Finish.
2. GA-216 - Application and Finishing of Gypsum Board.
3. GA-253 - Application of Gypsum Sheathing.
4. GA-600 - Fire Resistance Design Manual.
CITY OF NEWPORT BEACH 09 2900 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2900
GYPSUM BOARD
1.3 SUBMITTALS
A. Division 1 - Submittal Procedures: Procedures for submittals.
a. Product Data: Data on gypsum board, joint materials, and finish
materials.
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products
specified with minimum 5 years documented experience.
2. Installer: Company specializing in performing the Work of this Section
with minimum 5 years documented experience.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Division 1 - Product Requirements: Transport, handle, store, and protect
Products.
B. Deliver materials in original packages, containers, or bundles bearing brand
name and identification of manufacturer or supplier.
C. Stack gypsum board flat to prevent sagging.
6 PROJECT CONDITIONS OR SITE CONDITIONS
A. Jobsite Requirements-
1 . Establish and maintain environmental conditions for applying and
finishing gypsum board in conformance with GA-216.
2. Maintain minimum 50 degrees F for 48 hours before application and
finishing of gypsum board. Maintain temperature continuously until dry.
Do not exceed 95 degrees F when using temporary heat sources.
3. Ventilate building spaces as required to dry joint treatment materials.
Prevent drafts during hot, dry weather to avoid finishing materials from
drying too rapidly.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering
Products which may be incorporated in the Work include the following:
1. Georgia-Pacific Gypsum Products, Atlanta, GA (800) 225-6119.
2. National Gypsum Company, Gold Bond Building Products, Charlotte,
NC (800) 628-4662.
3. United States Gypsum Company, Chicago, IL (800) 874-4968.
CITY OF NEWPORT BEACH 09 2900 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 2900
GYPSUM BOARD
4. Allied Stud Co., Phoenix, AZ, (800) 877-8823.
5. Consolidated Fabricators Corp., Paramount, CA, (800) 635-8335
6. Steeler, Inc., Seattle, WA (800) 275-2279
7. Western Metal Lath, Inc., Riverside, CA (909) 360-3500
8. Or Equal
B. Division 1 - Product Requirements: Product options and substitutions.
Substitutions: Permitted.
2.2 MATERIALS
A. Standard Gypsum Board: ASTM C 36 X 5/8-inch-thick 48 inch width,
maximum permissible length; ends square cut, tapered edges.
B. Gypsum Board Fasteners:
1. Metal Framing: ASTM C 954 and C 1002, Type S-12 bugle head,
corrosion resistant self -drilling self -tapping steel screws.
a. One Layer 1/2 Inch: 1 inch.
b. One Layer 5/8 Inch: 1-1/8 inch.
C. Gypsum Board Accessories:
1. Corner Beads: 1 1 /4 inch by 1 1/4-inch galvanized steel corner bead.
2. Edge Trim: Galvanized steel casing.
a. L bead for tight abutment at edges.
b. J bead at other locations.
3. Control Joint: No. 093 roll -formed zinc.
4. Joint Materials:
a. Reinforcing Tape: Sheetrock Joint Tape. Paper; fiberglass joint
tape not permitted.
b. Joint Compound: Ready -Mixed All -Purpose Joint Compound.
c. Adhesive: Commercial Adhesive complying with ASTM C 557.
PART 3 — EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
B. Report in writing to City Representative prevailing conditions that will
adversely affect satisfactory execution of the Work of this Section. Do not
proceed with Work until unsatisfactory conditions have been corrected.
C. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
City.
CITY OF NEWPORT BEACH 09 2900 - 3 Drawing No. -
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OFFICE RENOVATION
SECTION 09 2900
GYPSUM BOARD
D. Design non -axial load -bearing framing to accommodate 1/2 inch (13 mm)
vertical deflection.
3.2 INSTALLATION
A. Install gypsum board in accordance with manufacturer's published
instructions, GA-201 and GA-216.
B. Where applicable, install ceiling panels before the installation of wall panels.
C. Erect single layer gypsum board in most economical direction, with
attachment to firm bearing surfaces over framing members. Do not align panel
joints with edges of openings.
D. Treat cut edges, holes, fastener heads and joints, including those at angle
intersections, in water resistant gypsum board and exterior gypsum soffit
board with specified joint compound. Treat cut edges, holes, fastener heads
and joints in water resistant glass mat embedded backing board with mastic or
mortar. Treat prior to tile installation.
E. Place gypsum panels over supporting framing members with panel ends
aligning and parallel with framing members.
F. Install fasteners from center of field of panel toward ends and edges. Install
fasteners 3/8 inch from ends and edges of panels, and as follows:
1. Ceiling: 12 inches on center, perimeter and field.
2. Walls: 16 inches on center, perimeter and field.
3.3 JOINT TREATMENT
A. Reinforce interior and exterior corners at ceiling and wall surfaces. Apply 3-
inch-wide initial coating of joint compound, pressing tape firmly into joint
compound. Wipe off excess joint compound. Apply second coat of joint
compound with tools of sufficient width to extend beyond joint center,
approximately 4 inches. Draw joint compound down to a smooth even plane.
B. After drying or setting, sand or sponge joints, edges, and corners, eliminating
high spots and excessive joint compound to produce smooth finish surface.
Prepare surfaces to receive subsequent finishes to height of 6 inches above
finish ceiling. Feather coats onto adjoining surfaces resulting in maximum
camber of 1 /32-inch in 12.
C. Sand after second and third applications of joint compound. Do not to raise
nap of paper when sanding.
CITY OF NEWPORT BEACH 09 2900 - 4 Drawing No. -
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OFFICE RENOVATION
SECTION 09 2900
GYPSUM BOARD
D. Install control joints full height of partition, consistent with lines of building
spaces, with 1/2 inch between boards. Apply sealant at base of joint and
control joint accessory piece at face.
E. Place corner beads at external corners. Use longest practical length. Place
edge trim where gypsum board abuts dissimilar materials.
3.4 FINISH
A. Apply gypsum board finish in accordance with manufacturer's published
instructions and GA-214 Finish Level.
Level 4: All joints and interior angles shall have tape embedded in joint
compound and two separate coats of joint compound applied over all flat
joints and one separate coat of joint compound applied over interior
angles. Fastener heads and accessories shall be covered with three
separate coats of joint compound. A thin skim coat of joint compound, or
a material manufactured especially for this purpose, shall be applied to
the entire surface. The surface shall be smooth ad free of tool marks and
ridges. Note: It is recommended that the prepared surface be coated
with a drywall primer prior to the application of finish paint. See painting
specification in this regard.
END OF SECTION
CITY OF NEWPORT BEACH 09 2900 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 6513
RUBBER BASE
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Topset coved rubber base for installation with surface flooring.
B. Related Requirements:
1. Division 01 - General Requirements.
2. Sec 03 3543 - Bonded Abrasive Polished Concrete Floors
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's published technical data describing
materials, construction and recommended installation instructions. Submit
technical data and installation instructions for each adhesive material.
B. Maintenance Instructions: Submit manufacturer's recommendations for
maintenance, care and cleaning of base.
C. Samples: Submit Samples of top set base in each available color. Following
color selections, submit Samples, not less than 12 inches long of each
selected color and type. Submit pint cans of each type adhesive.
D. Maintenance Materials: Before Substantial Completion, deliver at least 50
lineal feet and five outside corner units of each color of rubber base installed.
Deliver the materials in unopened factory containers or in sealed cartons with
labels identifying the contents, matching installed materials. Include
unopened cans of adhesives adequate to install the maintenance materials.
1.03 QUALITY ASSURANCE
A. Qualifications of Installer: Minimum five years experience in successfully
installing the same or similar flooring materials.
B. Comply with the following as a minimum requirement:
1. ASTM E84: Standard Test Method for Surface Burning
Characteristics of Building Materials.
2. ASTM F1861: Standard Specification for Resilient Wall Base.
3. Comply with current CHPS requirements, www.chps.net.
CITY OF NEWPORT BEACH 09 6513 - 1 Drawing No. -
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OFFICE RENOVATION
SECTION 09 6513
RUBBER BASE
4. Chemically based products such as sealers, primers, fillers, adhesives,
etc. must be approved by Owner's Office of Environmental Health and
Safety (OEHS).
5. Each selected color and configuration shall be from same dye lot and
color.
1.04 DELIVERY, STORAGE AND HANDLING
A. Materials shall be delivered to the Project site in original unopened
manufacturer's packaging clearly labeled with manufacturer's name. Store
materials at room temperature, but not less than 70 degrees F, for a minimum
of 48 hours before installation, unless otherwise indicated in manufacturer's
printed instructions.
1.05 PROJECT CONDITIONS
A. Ventilation and Temperature: Verify areas that are to receive rubber base are
ventilated to remove fumes from installation materials, and areas are within
temperature range recommended by the various material manufactures for
site installation conditions.
1.06 WARRANTY
A. Manufacturer shall provide a five year material warranty.
B. Installer shall provide a two year fabrication and installation warranty.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Burke/Mercer Wall Base.
B. Roppe, Pinnacle Rubber Base.
C. Flexco Company, Wallflower Premium Rubber Wall Base.
D. Johnsonite.
E. Equal.
2.02 MATERIALS
A. Rubber base: Conform to ASTM F 861; Group 2, solid (homogeneous); Type
1, TS, (thermoset) vulcanized rubber, Style A, 4-inch high unless otherwise
indicated, integral colors as selected, non -shrinking, 1/8-inch-thick, with
matching molded outside corners.
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OFFICE RENOVATION
SECTION 09 6513
RUBBER BASE
B. Base Adhesive: Water based, low odor type, as recommended by
manufacturer of rubber base.
PART 3 - EXECUTION
3.01 COORDINATION
A. Coordinate the Work of this section with other sections to provide a level,
smooth and clean finish surfaces to receive rubber base.
3.02 EXAMINATION
A. Field verify dimensions and other conditions affecting the Work of this section
before commencing the Work of this section.
B. Before Work is started, examine surfaces that are to receive rubber base.
Deficiencies shall be corrected before starting the Work of this section.
3.03 PREPARATION
A. Do not start preparation until adjacent concrete floor slabs are at least 90 days
old and finish flooring is installed.
B. Install rubber base when ambient temperature is 70 degrees F. or higher.
3.04 INSTALLATION
A. Install top set base at hard floors, including resilient flooring, concrete and
wood, carpet and other soft floors.
B. Securely fasten cement base to backing in long lengths in accordance with
manufacturer's recommendations. Lay out lengths so that not less than 18
inches long filler pieces are provided. Assure that top and toe continuously
contact the wall and floor, and that all joints are tight. Install matching factory
formed external corners at all offsets. Inside corners shall be coped; wrapped
corners are not acceptable.
C. Use of adhesive gun is prohibited. Apply adhesive directly to substrate using
the appropriate notched trowel or spreader according to manufacturer's
instructions. Maintain 1/8-inch gap from top of base to prevent adhesive
oozing onto adjacent surfaces.
D. Base and outside corners shall be rolled with a seam roller before adhesive
sets.
3.05 CLEANING
A. Maintain surfaces of base clean as installation progresses. Clean rubber base
when sufficiently seated and remove foreign substances.
CITY OF NEWPORT BEACH 09 6513 - 3 Drawing No. -
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OFFICE RENOVATION
SECTION 09 6513
RUBBER BASE
B. Clean adjacent surfaces of adhesive or other defacement. Replace damaged
and/or defective Work to the specified condition.
3.06 CLEAN UP
A. Remove rubbish, debris and waste materials and legally dispose of off the
Project site.
3.07 PROTECTION
A. Protect the Work of this section until Substantial Completion.
END OF SECTION
CITY OF NEWPORT BEACH 09 6513 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 9100
PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Surface preparation and field application of paints and finishes for interior and exterior
surfaces.
2. Schedule of Items to be painted.
3. Exterior painting and finishing schedule.
4. Interior painting and finishing schedule.
B. Related Documents: The Contract Documents, as defined in Summary of Work, apply to the
Work of this Section. Additional requirements and information necessary to complete the Work
of this Section may be found in other Documents.
C. Related Sections:
1. Section 08 11 13 — Metal Doors and Frames.
2. Section 08 31 00 — Access Doors and Panels.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM E 84 - Test Method for Surface Burning Characteristics of Building Materials.
1.3 SUBMITTALS
A. Division 1 - Submittal Procedures: Procedures for submittals.
1. Product Data: Submit product data for each type of paint specified.
a. Technical data sheets indicating manufacturer's catalog number, paint type
description, and VOC content.
b. Painting Schedule listing surfaces to be painted with cross reference to the specific
painting and finishing system and application. Identify each paint material by
manufacturer's catalog number and general classification.
2. Samples: Submit color brush -out sample for each paint color and sheen specified.
a. Three samples on 8 1/2-inch x 11-inch card stock for color and sheen verification.
b. Identify each sample by paint manufacturer, paint type, color, and sheen.
3. Assurance/Control Submittals:
a. Test Reports: Submit manufacturer's Material Safety Data Sheets (MSDS) for each
paint type proposed.
1.4 QUALITY ASSURANCE
A. Regulatory Requirements:
1. Surface Burning Characteristics in Accordance with ASTM E-84 for Class I or A finish:
a. Flame Spread (Non -Combustible Surfaces): Less than 25.
b. Smoke Density (Non -Combustible Surfaces): Less than 450.
2. Provide paint and coating materials that conform to Federal, State, and Local restrictions
for Volatile Organic Compounds (VOC) content.
CITY OF NEWPORT BEACH 09 91000 - 1 Drawing No. -
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OFFICE RENOVATION
SECTION 09 9100
PAINTING
1.5 DELIVERY, STORAGE AND HANDLING
A. Section 01 60 00 - Product Requirements: Transport, handle, store, and protect products
B. Deliver paint materials in sealed original labeled containers, bearing manufacturer's name, type
of paint, brand name, lot number, brand code, coverage, surface preparation, drying time,
cleanup requirements, color designation, and instructions for mixing and/or reducing.
C. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F, in ventilated area, and as required by manufacturer's published instructions.
D. Prevent fire hazards and spontaneous combustion.
1.6 PROJECT CONDITIONS OR SITE CONDITIONS
A. Environmental Requirements:
1. Apply paint finishes only when moisture content of surfaces is within manufacturer's
acceptable ranges for type of finish being applied.
2. Surface temperatures or surrounding air temperature to be above 40 degrees F before
applying alkyd finishes; above 45 degrees F for interior latex, and 50 degrees F for exterior
latex work. Minimum for varnish and transparent finishes is 65 degrees F.
3. Provide continuous ventilation and heating facilities to maintain temperatures above 45
degrees F for 24 hours prior to, during and 48 hours after application of finishes.
4. Do not apply paint in areas where dust is being generated.
5. Provide lighting level in areas being painted of 80-foot candles measured mid -height at
substrate surface.
1.7 MAINTENANCE
A. Section 01 70 00 — Execution and Closeout Requirements: Procedures for closeout submittals.
B. Extra Materials:
1. Provide one gallon of each color, type and sheen to the Engineer.
2. Label each container with color, type, texture, room locations, in addition to the
manufacturer's label.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering specified items which
may be incorporated in the work include the following:
1. Benjamin Moore and Company.
2. Dunn Edwards
3. Duron Paints and Wallcoverings.
4. Devoe (ICI).
5. Glidden (ICI).
6. Pittsburgh Paints.
7. Sherwin-Williams Company.
8. Or approved equal.
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OFFICE RENOVATION
SECTION 09 9100
PAINTING
B. Section 01 60 00 - Product Requirements: Product options and substitutions. Substitutions:
permitted.
2.2 MATERIALS
A. Paints:
1. Manufacturer's "Best Grade" for each type specified.
2. Ready -mixed; pigments fully ground maintaining a soft paste consistency, capable of
readily and uniformly dispersing to a complete homogeneous mixture.
3. Providing good flowing and brushing properties and be capable of drying or curing free of
streaks or sags.
4. VOC limits (g/L) for exterior and interior paint applications:
a. Interior Wood — Transparent
1) Stain: 250
2) Varnish:350
b. Interior Steel — Unprimed
1) Rust Prime Coat: 400
2) Top Coat — Non -Flat: 150
3) Top Coat — Gloss: 250
d. Interior Steel — Primed
1. Top Coat — Flat: 100
2. Top Coat — Non -Flat: 150
3. Top Coat — Gloss: 250
e. Interior Steel — Galvanized
1. Top Coat — Non -Flat: 150
2. Top Coat — Gloss: 250
C. Interior Plaster, Gypsum Board
1) Under Coat:200
2) Top Coat -Flat: 100
3) Top Coat — Non -Flat: 150
4) Top Coat — Gloss: 250
d. Exterior- Steel -Shop Primed
1) Top Coat — Non -Flat: 150
2) Top Coat - Gloss: 250
e. Exterior- Steel - Galvanized
1) Primer Coat: 200
2) Top Coat - Non -Flat: 150
3) Top Coat - Gloss: 250
f. Exterior- Wood
1) One coat: E Z Prime Exterior Primer EXPR00
2) Two tinted coats: 100% Acrylic Evershield Semi -Gloss EVSH50
B. Primers and Undercoaters: Manufactured by same manufacturer as finish coat materials.
C. Paint Accessory Materials: Linseed oil, shellac, turpentine and other materials not specifically
indicated herein but required to achieve the finishes specified of high quality and approved
manufacturer.
2.3 EXTERIOR PAINT SYSTEMS
A. Benjamin Moore:
1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
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SECTION 09 9100
PAINTING
a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils.
b. Each Finish Coat: M29 DTM Acrylic Semi -Gloss; MDF 2.0 mils.
Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils.
b. Each Finish Coat: M29 DTM Acrylic Semi -Gloss; MDF 2.0 mils.
B. Comex Group (Color Wheel/Frazee/Kwal/Parker)
1. Ferrous Metal: Semi -Gloss, Water Base, Alky Primer/Acrylic Latex.
a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer, MDF 1.96 mils.
b. Each Finish Coat: Ultra -Tech C218 (Southeast)/C229 (Southwest)/C206 (Midwest)
Exterior 100% Acrylic Semi -Gloss Enamel, MDF 1.44 mils.
2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer, MDF 1.96 mils.
b. Each Finish Coat: Ultra -Tech C218 (Southeast)/C229 (Southwest)/C206 (Midwest)
Exterior 100% Acrylic Semi -Gloss Enamel, MDF 1.44 mils.
C. Duron:
1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: Dura Clad Universal Acrylic Metal Primer, 33-105; MDF 2.4 mils. (MPI xx,
Approved)
b. Each Finish Coat: Dura Clad DTM Acrylic Coating Gloss 95-30X, MDF 3.0 mils.
(MPI 110-G6)
2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: Dura Clad Acrylic Galvanized Metal Primer, 33-100; MDF 1.4 mils. (MPI
134, Approved)
b. Each Finish Coat: Dura Clad DTM Acrylic Coating Gloss 95-30X, MDF 3.0 mils.
(MPI 110-G6)
D. Devoe (ICI):
1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a.
Primer: Mirrolac W/B DTM Primer DP85XX.
b.
Each Finish Coat: Mirrolac W/B Semi -Gloss Enamel DP83XX.
2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a.
Primer: Mirrolac W/B DTM Primer, DP85XX.
b.
Each Finish Coat: Mirrolac W/B Semi -Gloss Enamel DP83XX.
E. Dunn Edwards:
1. Ferrous Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: BRPR00 Bloc -Rust Primer; W/B Alkyd MDF 2.0 mils.
b. Each Finish Coat: SSHL50 Spartashield Semi -Gloss Acrylic, MDF 1.5 mils.
2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: ULGM00 Ultrashield Galvanized Metal Prime, 33-100; MDF 2.0 mils.
b. Each Finish Coat: SSHL50 Spartashield Semi -Gloss Acrylic, MDF 1.5 mils.
F. Pittsburgh:
1. Ferrous
Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a.
Primer: 90-709 DTM Interior/Exterior Primer; MDF 3.0 mils.
b.
Each Finish Coat: 90-474 Acrylic Enamel Satin; MDF 3.0 mils.
2. Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
Pretreat: SC ME-01 Krud Kutter Metal Cleaner and Etch
a.
Primer: 90-709 DTM Interior/Exterior Primer; MDF 3.0 mils.
b.
Each Finish Coat: 90-474 Acrylic Enamel Satin; MDF 3.0 mils.
G. Sherwin-Williams:
1. Ferrous Metal: Semi -Gloss, Low VOC, Alkyd Primer/Acrylic Latex.
CITY OF NEWPORT BEACH 09 91000 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 09 9100
PAINTING
a. Primer: Pro-Cryl Universal Water -Based Primer, B66-310, MDF 3.0 mils.
b. Each Finish Coat: DTM Acrylic B66 Series; MDF 3.0 mils.
Galvanized Metal: Semi -Gloss, Water Base, Alkyd Primer/Acrylic Latex.
a. Primer: Pro-Cryl Universal Water Based Primer, B66-310, MDF 3.0 mils.
b. Each Finish Coat: DTM Acrylic B66 Series; MDF 3.0 mils.
H. Or approved equal.
2.4 INTERIOR PAINT SYSTEMS
A. Benjamin Moore:
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: 253 Moorecraft Latex Enamel Undercoater and Primer Sealer; 2.0 mils.
b. Each Finish Coat: Moorecraft Super -Hide Eggshell 286.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: M04 Acrylic Metal Primer; MDF 2.0 mils.
b. Each Finish Coat: 276 Moorecraft Acrylic Latex; MDF 1.5 mils.
B. Comex Group (Color Wheel/Frazee/Kwal/Parker):
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: Ultra -Tech C312 Interior -Exterior 100% Acrylic Wood Primer; MDF 1.8
mils.
b. Each Finish Coat: Ultra -Tech C141 Interior 100%Acrylic Low -Sheen Enamel; MDF
1.44 mils.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: Ultra -Tech C309 Universal Water -Based Metal Primer; MDF 1.96 mils.
b. Each Finish Coat: Ultra -Tech C119 Interior Latex Semi -Gloss Enamel; MDF 1.6
mils.
C. Duron:
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: Interior Acrylic Enamel Undercoater 04-123; MDF 1.6mils. (MPI 50,
Approved)
b. Each Finish Coat: Ultra Deluxe Interior Acrylic Latex Eggshell (Low Sheen) Enamel
36 Series; MDF 1.4 mils.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: Dura Clad Universal Acrylic Metal Primer, White 33-015; MDF x.x mils.
(MPI 76, Approved)
b. Each Finish Coat: Genesis Odor -Free Interior Latex Semi -Gloss Enamel, 83-
Series, MDF 1.5 mils.
D. Devoe (ICI):
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: Wonder -Prime DR51701; MDF 1.5 mil.
b. Each Finish Coat: Devflex 4216HP High Performance Waterborne Acrylic Semi -
Gloss Enamel; MDF 1.5 mil.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: Mirrolac W/B DTM Primer DP85XX; MDF 1.5 mil.
b. Each Finish Coat: Mirrolac W/B Semi -Gloss DP83XX.
E. Dunn Edwards:
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: UGSL00 Ultra -Grip Select Multi -Surface Primer; MDF 2.0 mils.
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SECTION 09 9100
PAINTING
b. Each Finish Coat: SWLL40 Spartawall Zero VOC Low Sheen Acrylic Enamel; MDF
1.5 mils.
Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: BRPR00 Bloc Rust Prime W/B Alkyd Metal Primer; MDF 2.0 mils.
b. Each Finish Coat: SWLL50 Spartawall Zero VOC, Semi -Gloss Enamel; MDF 1.5
mils.
Glidden (ICI):
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: Prime Interior 100% Acrylic Multi -Purpose Latex Stain Killer, PC 1000;
MDF 1.5 mil.
b. Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi -
Gloss Enamel; MDF 1.5 mil.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: Devflex 4020 PF Direct to Metal Primer & Flat Finish; MDF 1.5 mil.
b. Each Finish Coat: Devflex 4216 HP High Performance Waterborne Acrylic Semi -
Gloss Enamel; MDF 1.5 mil.
G. Pittsburgh:
1. Wood: Satin, Water Base, Acrylic Latex.
a. Primer: 6-855 Interior Water Base Undercoater; MDF 1.5 mils.
b. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Each Finish Coat: 90-474 DTM Acrylic Satin; MDF 1.5 mils.
H. Sherwin Williams:
1. Wood: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: PrepRite Classic Primer, B28W101, MDF 1.6 mils.
b. Each Finish Coat: ProClassic Waterborne S-G, MDF 1.4 mils.
2. Ferrous Metal: Semi -Gloss, Water Base, Acrylic Latex.
a. Primer: Pro-Cryl Universal Water Based Primer, B66-310, MDF 3.0 mils.
b. Each Finish Coat: DTM Acrylic S-G, B66W200; MDF 3.0 mils.
Or approved equal.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 70 00 — Execution and Closeout Requirements: Verification of existing conditions
before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions
are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory
execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions
have been corrected and approved by the Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting
unsuitable conditions encountered at no additional cost to the City.
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OFFICE RENOVATION
SECTION 09 9100
PAINTING
3.2 PREPARATION
A. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, and conditions otherwise
detrimental to formation of a durable paint film.
B. Perform preparation and cleaning procedures in accordance with paint manufacturer's published
instructions for each particular substrate condition.
1. Provide barrier coats over incompatible primers or remove and reprime as required.
2. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures,
and similar items in place and not to be painted or provide surface applied protection prior
to surface preparation and painting operations. Reinstall all removed items after
completion of paint work.
3. Clean surfaces to be painted before applying paint of surface treatment. Remove oil and
grease prior to mechanical cleaning.
C. Ferrous Metals: Clean ferrous surfaces that are not galvanized or shop -coated, of oil, grease,
dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning.
1. Touch-up shop -applied prime coats, where damaged or bare. Clean and touch-up with
same type shop primer.
D. Galvanized Surfaces: Clean free of oil and surface contaminants with non -petroleum -based
solvent. Apply coat of etching primer if required by paint manufacturer.
E. Cementitious Materials: Prepare cementitious surfaces to be painted by removing efflorescence,
chalk, dust, dirt, grease, oils, and by roughening as required to remove glaze.
1. Determine alkalinity and moisture content of surfaces to be painted by performing
appropriate tests.
a. If surfaces are found to be sufficiently alkaline to cause blistering and burning of
finish paint, correct condition before application of paint.
2. Do not paint over surfaces where moisture content exceeds that permitted in
manufacturer's printed instructions.
Wood: Clean wood surfaces to be painted of dirt, oil, and other foreign substances with scrapers,
mineral spirits, and sandpaper, as required. Sandpaper smooth those finished surfaces exposed
to view, and dust off. Scrape and clean small, dry, seasoned knots and apply a thin coat of white
shellac or other recommended knot sealer, before application of priming coat. After priming, fill
holes, and imperfections in finish surfaces with putty or plastic wood -filler. Sandpaper smooth
when dried.
1. Prime, stain, or seal wood required to be job -painted immediately upon delivery to job.
Prime edges, ends faces, undersides, and backsides of such wood, including cabinets and
counters.
2. Seal tops, bottoms, and cut-outs with a heavy coat of varnish or equivalent sealer
immediately upon delivery to job.
G. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair.
3.3 APPLICATION
A. Apply paint products in accordance with manufacturer's published instructions using application
procedures approved for the particular application and substrate to the specified Minimum Dry
Film Thickness (MDF). Apply each coat to uniform finish.
B. Apply each coat slightly darker than preceding coat unless otherwise approved by the Engineer.
Sand lightly between coats to achieve specified finish.
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C. Do not apply finishes on surfaces that are not dry.
D. Number of coats and film thickness required is same regardless of application method. Do not
apply succeeding coats until the previous coat has cured as recommended by the manufacturer.
E. Apply additional coats when undercoats, stains, or other conditions show through final coat until
paint film is of uniform finish, color, and appearance. Surfaces, including edges, corners,
crevices, welds, and exposed fasteners to receive minimum dry film thickness equivalent to that
of flat surfaces.
F. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended
spreading rate. Provide minimum dry film thickness (MDF) of the entire coating system as
indicated in Painting and Finishing Schedule at end of this Section.
G. Block Fillers: Apply block fillers to concrete masonry units at rate to provide complete coverage
with pores filled.
H. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended
by manufacturer to material scheduled to be painted or finished that has not been shop primed.
Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first
coat appears, to assure a finish coat with no burn through or other defects due to insufficient
sealing.
I. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of
uniform finish, color, appearance, and coverage. Cloudiness, spotting, laps, brush marks, runs,
sags, or other surface imperfections will not be acceptable.
J. Hollow Metal Doors: Paint each door edge.
K. Completed Work: Match the Engineer's approved field samples for color and sheen.
3.4 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field testing and inspection.
B. Inspect painting and coating application for scheduled material, color, sheen, specified thickness
(MDF), and coverage.
3.5 CLEANING
A. As work proceeds and upon completion, promptly remove paint where spilled, splashed, or
spattered.
B. During progress of work keep premises free from any unnecessary accumulation of tools,
equipment, surplus materials, and debris.
C. Collect waste, cloths, and material which may constitute a fire hazard, place in closed metal
containers and remove daily from site.
D. Upon completion of work leave premises neat and clean.
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PAINTING
3.6 PROTECTION
A. Protect other surfaces from paint and damage. Repair damage as a result of inadequate or
unsuitable protection.
3.7 COLOR SCHEDULE — See Drawings
3.8 SCHEDULE OF ITEMS TO BE PAINTED
A. Painted finishes shall be provided for, but not limited to, the following items. Refer to Drawings
and Paint Color Schedule at end of this Section for designated finishes and colors of areas.
1. Exterior:
a. Metals.
b. Exterior Wood.
C. Exterior Stucco.
2. Interior: All interior surfaces as scheduled on Drawings including, but not limited to:
a. Gypsum wallboard.
b. Hollow metal frames.
C. Wood Doors.
B. Do not paint the following items:
Pre -finished items:
a. Aluminum, brass, bronze, stainless steel, and chrome plated steel.
b. Pre -finished items, such as toilet compartments, acoustical ceiling materials,
mechanical, and electrical equipment.
c. UL, FM, and other code -required labels.
d. Equipment identification, performance rating, and name plates.
e. Finish hardware.
f. Factory finished metal wall panels, metal wall panel trim, and metal gravel stops.
Exposed items:
a. Exposed mechanical ductwork, hangers, and supports.
b. Exposed piping and conduit, hangers and supports.
c. Exposed fire protection piping, hangers and supports.
d. Exposed roof structure.
e. Exposed roof deck.
3.9 PAINTING AND FINISHING SCHEDULE
A. Interior Paint Systems:
1. Interior Wood (painted):
a. 1 coat Enamel Undercoat
b. 2 coats Alkyd Semi -Satin Enamel
2. Ferrous Metals
a. Touch up Prime Coat.
b. Two tinted coats of Alkyd Enamel Semi -Gloss.
B. Exterior Paint Systems:
1. Galvanized Metal:
a. Touch up Metal Prime Coat.
b. Two tinted coats Exterior Alkyd Enamel Semi -Gloss.
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2. Ferrous Metals:
a. Touch up Metal Prime Coat.
b. Two tinted coats Exterior Alkyd Enamel Semi -Gloss.
3. Exterior Wood
a. One coat Exterior Primer.
b. Two tinted coats of 100% Acrylic Semi -Gloss Enamel.
END OF SECTION
CITY OF NEWPORT BEACH 09 91000 -10 Drawing No. -
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SECTION 22 0522
COMMON WORK RESULTS FOR PLUMBING
PART 1 -GENERAL
1.1 SUMMARY
A. This section includes the following:
A. Piping materials and installation instructions common to most piping
systems.
B. Dielectric fittings.
C. Mechanical sleeve seals.
D. Sleeves.
E. Escutcheons.
F. Plumbing demolition.
G. Equipment installation requirements common to equipment sections.
H. Supports and anchorages.
1.2 DEFINITIONS
A. Finished Spaces: Spaces other than plumbing and electrical equipment
rooms, furred spaces, pipe chases, unheated spaces immediately below
roof, spaces above ceilings, unexcavated spaces, crawlspaces, and
tunnels.
B. Exposed, Interior Installations: Exposed to view indoors. Examples include
finished occupied spaces and plumbing equipment rooms.
C. Exposed, Exterior Installations: Exposed to view outdoors or subject to
outdoor ambient temperatures and weather conditions. Examples include
rooftop locations.
D. Concealed, Interior Installations: Concealed from view and protected from
physical contact by building occupants. Examples include above ceilings
and in chases.
E. Concealed, Exterior Installations: Concealed from view and protected from
weather conditions and physical contact by building occupants but subject
to outdoor ambient temperatures. Examples include installations within
unheated shelters.
1.3 SUBMITTALS
A. Welding Certificates
1.4 DELIVERY, STORAGE, AND HANDLING
A. Steel Support Welding: Qualify processes and operators according to AWS
D1.1, "Structural Welding Code --Steel."
B. Steel Pipe Welding: Qualify processes and operators according to ASME
Boiler and Pressure Vessel Code: Section IX, "Welding and Brazing
Qualifications."
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COMMON WORK RESULTS FOR PLUMBING
1. Comply with provisions in ASME B31 Series, "Code for Pressure
Piping."
2. Certify that each welder has passed AWS qualification tests for welding
processes involved and that certification is current.
C. Electrical Characteristics for Plumbing Equipment: Equipment of higher
electrical characteristics may be furnished provided such proposed
equipment is approved in writing and connecting electrical services, circuit
breakers, and conduit sizes are appropriately modified. If minimum energy
ratings or efficiencies are specified, equipment shall comply with
requirement
2.1 PIPE, TUBE, AND FITTINGS
A. ASME B1.20.1 for factory -threaded pipe and pipe fittings.
2.2 JOINING MATERIALS
A. Refer to individual Division 22 piping Sections for special joining materials
not listed below.
B. Pipe -Flange Gasket Materials: ASME B16.21, nonmetallic, flat, asbestos -
free, 1/8-inch (3.2-mm) maximum thickness unless thickness or specific
material is indicated.
C. Plastic, Pipe -Flange Gasket, Bolts, and Nuts: Type and material
recommended by piping system manufacturer, unless otherwise indicated.
D. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable
flux according to ASTM B 813.
E. Brazing Filler Metals: AWS A5.8, BCuP Series or BAg1, unless otherwise
indicated.
F. Welding Filler Metals: Comply with AWS D10.12.
G. Solvent Cements for Joining Plastic Piping:
1. ABS Piping: ASTM D 2235.
2. CPVC Piping: ASTM F 493.
3. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656.
4. PVC to ABS Piping Transition: ASTM D 3138.
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COMMON WORK RESULTS FOR PLUMBING
2.3 DIELECTRIC FITTINGS
A. Description: Combination fitting of copper alloy and ferrous materials with
threaded, solder -joint, plain, or weld -neck end connections that match
piping system materials.
B. Insulating Material: Suitable for system fluid, pressure, and temperature.
C. Dielectric Unions: Factory -fabricated, union assembly, for 250-psig (1725-
kPa) minimum working pressure at 180 deg F (82 deg C).
D. Dielectric Flanges: Factory -fabricated, companion -flange assembly, for 150-
or 300-psig (1035- or 2070-kPa) minimum working pressure as required to
suit system pressures.
E. Dielectric Couplings: Galvanized -steel coupling with inert and noncorrosive,
thermoplastic lining; threaded ends; and 300-psig (2070-kPa) minimum
working pressure at 225 deg F (107 deg C).
F. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive,
thermoplastic lining; plain, threaded, or grooved ends; and 300-psig (2070-
kPa) minimum working pressure at 225 deg F (107 deg C).
2.4 MECHANICAL SLEEVE SEALS
A. Description: Modular sealing element unit, designed for field assembly, to fill
annular space between pipe and sleeve.
B. Sealing Elements: EPDM NBR interlocking links shaped to fit surface of
pipe. Include type and number required for pipe material and size of pipe.
C. Pressure Plates: Carbon steel Include two for each sealing element.
D. Connecting Bolts and Nuts: Carbon steel with corrosion -resistant coating of
length required to secure pressure plates to sealing elements. Include one
for each sealing element.
2.5 SLEEVES
A. Galvanized -Steel Sheet: 0.0239-inch (0.6-mm) minimum thickness; round
tube closed with welded longitudinal joint.
B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized, plain
ends.
C. Cast Iron: Cast or fabricated "wall pipe" equivalent to ductile -iron pressure
pipe, with plain ends and integral waterstop, unless otherwise indicated.
D. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping
flange. Include clamping ring and bolts and nuts for membrane flashing.
1. Underdeck Clamp: Clamping ring with set screws.
E. Molded PVC: Permanent, with nailing flange for attaching to wooden forms.
F. PVC Pipe: ASTM D 1785, Schedule 40.
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COMMON WORK RESULTS FOR PLUMBING
G. Molded PE: Reusable, PE, tapered -cup shaped, and smooth -outer surface
with nailing flange for attaching to wooden forms.
2.6 ESCUTCHEONS
A. Description: Manufactured wall and ceiling escutcheons and floor plates,
with an ID to closely fit around pipe, tube, and insulation of insulated piping
and an OD that completely covers opening.
B. One -Piece, Deep -Pattern Type: Deep -drawn, box -shaped brass with
polished chrome -plated finish.
C. Split -Casting, Cast -Brass Type: With concealed hinge and set screw.
1. Finish: Polished chrome -plated.
PART 3 - EXECUTION
3.1 PLUMBING DEMOLITION
A. Refer to Division 01 Section "Cutting and Patching" and Division 02 Section
"Selective Structure Demolition" for general demolition requirements and
procedures.
B. Disconnect, demolish, and remove plumbing systems, equipment, and
components indicated to be removed.
1. Piping to Be Removed: Remove portion of piping indicated to be
removed and cap or plug remaining piping with same or compatible
piping material.
2. Piping to Be Abandoned in Place: Drain piping and cap or plug piping
with same or compatible piping material.
3. Equipment to Be Removed: Disconnect and cap services and remove
equipment.
4. Equipment to Be Removed and Reinstalled: Disconnect and cap
services and remove, clean, and store equipment; when appropriate,
reinstall, reconnect, and make equipment operational.
5. Equipment to Be Removed and Salvaged: Disconnect and cap services
and remove equipment and deliver to Owner.
C. If pipe, insulation, or equipment to remain is damaged in appearance or is
unserviceable, remove damaged or unserviceable portions and replace with
new products of equal capacity and quality.
3.2 PIPING SYSTEMS — COMMON REQUIREMENTS
A. Install piping according to the following requirements and Division 22
Sections specifying piping systems.
B. Drawing plans, schematics, and diagrams indicate general location and
arrangement of piping systems. Indicated locations and arrangements were
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COMMON WORK RESULTS FOR PLUMBING
used to size pipe and calculate friction loss, expansion, pump sizing, and
other design considerations. Install piping as indicated unless deviations to
layout are approved on Coordination Drawings.
C. Install piping in concealed locations, unless otherwise indicated and except
in equipment rooms and service areas.
D. Install piping indicated to be exposed and piping in equipment rooms and
service areas at right angles or parallel to building walls. Diagonal runs are
prohibited unless specifically indicated otherwise.
E. Install piping above accessible ceilings to allow sufficient space for ceiling
panel removal.
F. Install piping to permit valve servicing.
G. Install piping at indicated slopes.
H. Install piping free of sags and bends.
Install fittings for changes in direction and branch connections.
J. Install piping to allow application of insulation.
K. Select system components with pressure rating equal to or greater than
system operating pressure.
L. Install escutcheons for penetrations of walls, ceilings, and floors.
M. Install sleeves for pipes passing through concrete and masonry walls,
gypsum -board partitions, and concrete floor and roof slabs.
N. Aboveground, Exterior -Wall Pipe Penetrations: Seal penetrations using
sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch
(25-mm) annular clear space between pipe and sleeve for installing
mechanical sleeve seals.
1. Install steel pipe for sleeves smaller than 6 inches (150 mm) in diameter.
2. Install cast-iron "wall pipes" for sleeves 6 inches (150 mm) and larger in
diameter.
3. Mechanical Sleeve Seal Installation: Select type and number of sealing
elements required for pipe material and size. Position pipe in center of
sleeve. Assemble mechanical sleeve seals and install in annular space
between pipe and sleeve. Tighten bolts against pressure plates that
cause sealing elements to expand and make watertight seal.
O. Underground, Exterior -Wall Pipe Penetrations: Install cast-iron "wall pipes"
for sleeves. Seal pipe penetrations using mechanical sleeve seals. Select
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COMMON WORK RESULTS FOR PLUMBING
sleeve size to allow for 1-inch (25-mm) annular clear space between pipe
and sleeve for installing mechanical sleeve seals.
1. Mechanical Sleeve Seal Installation: Select type and number of sealing
elements required for pipe material and size. Position pipe in center of
sleeve. Assemble mechanical sleeve seals and install in annular space
between pipe and sleeve. Tighten bolts against pressure plates that
cause sealing elements to expand and make watertight seal.
P. Fire -Barrier Penetrations: Maintain indicated fire rating of walls, partitions,
ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop
materials. Refer to Division 07 Section "Penetration Firestopping" for
materials.
Q. Verify final equipment locations for roughing -in.
R. Refer to equipment specifications in other Sections of these Specifications
for roughing -in requirements.
3.3 PIPING JOINT CONSTRUCTION
A. Join pipe and fittings according to the following requirements and Division
22 Sections specifying piping systems.
B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel
pipe.
C. Remove scale, slag, dirt, and debris from inside and outside of pipe and
fittings before assembly.
D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise
indicated, to tube end. Construct joints according to ASTM B 828 or CDA's
"Copper Tube Handbook," using lead-free solder alloy complying with
ASTM B 32.
E. Brazed Joints: Construct joints according to AWS's "Brazing Handbook,"
"Pipe and Tube" Chapter, using copper -phosphorus brazing filler metal
complying with AWS A5.8.
F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME
B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe
ends to remove burrs and restore full ID. Join pipe fittings and valves as
follows:
1. Apply appropriate tape or thread compound to external pipe threads
unless dry seal threading is specified.
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COMMON WORK RESULTS FOR PLUMBING
2. Damaged Threads: Do not use pipe or pipe fittings with threads that are
corroded or damaged. Do not use pipe sections that have cracked or
open welds.
G. Welded Joints: Construct joints according to AWS D10.12, using qualified
processes and welding operators according to Part 1 "Quality Assurance"
Article.
H. Flanged Joints: Select appropriate gasket material, size, type, and thickness
for service application. Install gasket concentrically positioned. Use suitable
lubricants on bolt threads.
I. Plastic Piping Solvent -Cement Joints: Clean and dry joining surfaces. Join
pipe and fittings according to the following-
1 . Comply with ASTM F 402, for safe -handling practice of cleaners,
primers, and solvent cements.
2. ABS Piping: Join according to ASTM D 2235 and ASTM D 2661
Appendixes.
3. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix.
4. PVC Pressure Piping: Join schedule number ASTM D 1785, PVC pipe
and PVC socket fittings according to ASTM D 2672. Join other -than -
schedule -number PVC pipe and socket fittings according to ASTM D
2855.
5. PVC Nonpressure Piping: Join according to ASTM D 2855.
6. PVC to ABS Nonpressure Transition Fittings: Join according to ASTM D
3138 Appendix.
J. Plastic Pressure Piping Gasketed Joints: Join according to ASTM D 3139.
K. Plastic Nonpressure Piping Gasketed Joints: Join according to ASTM D
3212.
L. PE Piping Heat -Fusion Joints: Clean and dry joining surfaces by wiping with
clean cloth or paper towels. Join according to ASTM D 2657.
1. Plain -End Pipe and Fittings: Use butt fusion.
2. Plain -End Pipe and Socket Fittings: Use socket fusion.
M. Fiberglass Bonded Joints: Prepare pipe ends and fittings, apply adhesive,
and join according to pipe manufacturer's written instructions.
3.4 PIPING CONNECTIONS
A. Make connections according to the following, unless otherwise indicated:
1. Install unions, in piping NPS 2 (DN 50) and smaller, adjacent to each
valve and at final connection to each piece of equipment.
2. Install flanges, in piping NPS 2-1/2 (DN 65) and larger, adjacent to
flanged valves and at final connection to each piece of equipment.
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COMMON WORK RESULTS FOR PLUMBING
3. Dry Piping Systems: Install dielectric unions and flanges to connect
piping materials of dissimilar metals.
4. Wet Piping Systems: Install dielectric coupling and nipple fittings to
connect piping materials of dissimilar metals.
3.5 EQUIPMENT INSTALLATION — COMMON REQUIREMENTS
A. Install equipment to allow maximum possible headroom unless specific
mounting heights are not indicated.
B. Install equipment level and plumb, parallel and perpendicular to other
building systems and components in exposed interior spaces, unless
otherwise indicated.
C. Install plumbing equipment to facilitate service, maintenance, and repair or
replacement of components. Connect equipment for ease of disconnecting,
with minimum interference to other installations. Extend grease fittings to
accessible locations.
D. Install equipment to allow right of way for piping installed at required slope.
3.6 ERECTION OF METAL SUPPORTS AND ANCHORAGES:
A. Refer to Division 05 Section "Metal Fabrications" for structural steel.
B. Cut, fit, and place miscellaneous metal supports accurately in location,
alignment, and elevation to support and anchor plumbing materials and
equipment.
C. Field Welding: Comply with AWS D1.1.
3.7 ERECTION OF WOOD SUPPORTS AND ANCHORAGES
A. Cut, fit, and place wood grounds, nailers, blocking, and anchorages to
support, and anchor plumbing materials and equipment.
B. Select fastener sizes that will not penetrate members if opposite side will be
exposed to view or will receive finish materials. Tighten connections
between members. Install fasteners without splitting wood members.
C. Attach to substrates as required to support applied loads.
END OF SECTION
CITY OF NEWPORT BEACH 22 0522 - 8 Drawing No. -
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SECTION 22 0500
PLUMBING
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1.
Waterproofing.
2.
Electrical Connections and Protection.
3.
Supports and anchors.
4.
Cleaning, Protection and Adjustment.
5.
Dielectric Fittings.
6.
Piping connections.
7.
Mechanical Identification.
8.
Sleeves and Seals.
B. Related Documents: The Contract Documents, as defined in Section 01 1000
- Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents.
C. Related Sections:
1. 07 9200 - Joint Sealants: Sealants.
2. 09 9100 -Painting: Field painting.
1.2 WATERPROOFING
A. Where work penetrates waterproofing, including waterproof concrete, the
method of installation shall be approved by the Engineer prior to performing the
work. Furnish necessary sleeves, caulking and flashing required to make
openings absolutely watertight.
1.3 ELECTRICAL CONNECTIONS AND PROTECTION
A. Regardless of voltage, provide control wiring, interlock wiring, and equipment
control wiring for the equipment provided under this division of the
specifications.
B. Furnish electrical disconnect switches, starters and combination starter
disconnects required for equipment provided under this division of the
specifications. Circuit breakers furnished shall be rated for motor protection.
C. Power wiring not used for control functions, complete from power source to
motor or equipment junction box, including power wiring through starters, shall
be provided under Division 26.
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D. Coordinate to ensure that electrical devices furnished or provided are
compatible with the electrical systems used.
E. Confirm final location of electrical equipment to be installed in the vicinity of
piping.
1.4 PAINTING
A. Painting requirements of this section shall conform to Division 9 — Finishes:
Painting.
B. Provide surface preparation, priming, and final coat application in strict
accordance with manufacturer's recommendations.
C. Provide field painting of systems, equipment and miscellaneous metals located
outdoors. Application shall be in strict accordance with manufacturer's
recommendations.
D. Provide painting of plumbing piping and equipment exposed in mechanical
equipment room and in occupied spaces. Plumbing items to be painted are as
follows:
1. Piping, pipe hangers, pipe insulation, and supports
2. Equipment and supports.
3. Accessory items.
1.5 CLEANING, PROTECTION AND ADJUSTMENT
A. Cleaning
1. General cleaning requirements are specified in Division 1 — General
Requirements.
2. Upon completion of the work, clean the exterior surface of equipment,
accessories, and trim installed. Clean, polish, and leave equipment,
accessories, and trim in first-class condition.
B. Protection of Surfaces
1. Protect surfaces from damage during the construction period.
2. Provide plywood or similar material under equipment or materials stored
on floors or roofs. Provide protection in areas where construction may
damage surfaces.
3. Surfaces damaged during the construction shall be repaired or replaced at
no additional cost to the City. The method of repairing or replacing the
surface shall be approved by the Engineer.
C. Protection of Services
1. Protect services from damage during the construction period.
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PLUMBING
2. Repair, replace and maintain utilities, facilities or services (underground,
above ground, interior or exterior) damaged, broken or otherwise rendered
inoperative during the course of construction.
3. Services damaged during the construction shall be replaced at the cost of
the Contractor at fault. The method used in repairing, replacing or
maintaining the services shall be approved by the Engineer.
D. Protection of Equipment and Materials
1. Equipment and materials shall be stored in a manner that shall maintain
an orderly, clean appearance. If stored on -site in open or unprotected
areas, equipment and material shall be kept off the ground and out of
standing water by means of pallets or racks, and covered with tarpaulins.
2. Equipment and material, if left unprotected and damaged, shall be
repainted or otherwise refurbished at the discretion of the Owner.
Equipment and material are subject to rejection and replacement if, in the
opinion of the Engineer or manufacturer the equipment has deteriorated
or been damaged to the extent that its immediate use or performance is
questionable, or that its normal life expectancy has been curtailed.
3. During the construction period, protect piping, fittings, valves, equipment,
and associated appurtenances from damage and dirt. Each system of
piping shall be flushed to remove grit, dirt, sand, and other foreign matter
for as long a time as required to thoroughly clean the systems.
E. Adjustment
1. After the entire installation has been completed, make required
adjustments to balancing valves, circulating systems, pressure reducing
valves and similar devices until performance requirements are met.
2. Provide factory -lubricated bearings for equipment. Before initial startup of
equipment, inspect and verify bearings for proper amounts of lubricant. If
required, provide proper amounts of lubricant in accordance with
manufacturer's recommendations.
1.6 DIELECTRIC FITTINGS
A. Ferrous to non-ferrous pipe connections shall be made with threaded,
soldered, plain, or welded end connections that match piping system material.
Dielectric fittings shall prevent any electrolytic action between dissimilar
materials.
1.7 PIPING CONNECTIONS
A. Make pipe connections according to the following
1. Provide unions in supply piping systems 4 inches and smaller:
a. Adjacent to each side of valve
b. At final connection to equipment
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2. Provide flanged connections for supply piping systems 4 '/2 inches and
larger:
a. Adjacent to each side of valve
b. At final connection to equipment
3. Provide sewer lateral cleanout:
a. As indicated on Plans.
1.8 SLEEVES AND SEALS
A. Sleeves for Pipes Through Non -Fire Rated Floors: 18 gage (1.2 mm thick)
galvanized steel.
B. Sleeves for Pipes Through Non -Fire Rated Beams, Walls, Footings, and
Potentially Wet Floors: Steel pipe or 18 gage (1.2 mm thick) galvanized steel.
C. Sleeves for Round Ductwork: Galvanized steel.
D. Sleeves for Rectangular Ductwork: Galvanized steel or wood.
E. Sealant: refer to Section 07 9200 — Joint Sealants.
PART 2 - PRODUCTS
2.1 PIPE HANGERS AND SUPPORTS
A. Manufacturers: Subject to compliance with project requirements,
manufacturers offering Products which may be incorporated in the Work
include the following-
1 . Grinnell.
2. Elcen.
3. Fee and Mason.
4. Kin -Line.
5. Michigan.
6. Unistrut.
7. Or approved equal.
B. Plumbing Piping - DWV:
1. Conform to ASTM F708.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron,
adjustable swivel, split ring.
3. Hangers for Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel,
adjustable, clevis.
4. Multiple or Trapeze Hangers: Steel channels with welded spacers and
hanger rods.
5. Wall Support for Pipe Sizes to 3 Inches (75 mm): Cast iron hook.
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PLUMBING
6. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel
bracket and wrought steel clamp.
7. Vertical Support: Steel riser clamp.
8. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor
flange, and concrete pier or steel support.
9. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
C. Plumbing Piping - Water:
1. Conform to ASTM F708.
2. Hangers for Pipe Sizes 1 /2 to 1-1/2 Inch (13 to 38 mm): Malleable iron
adjustable swivel, split ring.
3. Hangers for Cold Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel,
adjustable, clevis.
4. Hangers for Hot Pipe Sizes 2 to 4 Inches (50 to 100 mm): Carbon steel,
adjustable, clevis.
5. Hangers for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable steel
yoke, cast iron roll, double hanger.
6. Multiple or Trapeze Hangers: Steel channels with welded spacers and
hanger rods.
7. Multiple or Trapeze Hangers for Hot Pipe Sizes 6 Inches (150 mm) and
Over: Steel channels with welded spacers and hanger rods, cast iron roll.
8. Wall Support for Pipe Sizes to 3 Inches (76 mm)- Cast iron hook.
9. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel
bracket and wrought steel clamp.
10. Wall Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Welded
steel bracket and wrought steel clamp with adjustable steel yoke and cast-
iron roll.
11. Vertical Support: Steel riser clamp.
12. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut,
nipple, floor flange, and concrete pier or steel support.
13. Floor Support for Hot Pipe Sizes to 4 Inches (100 mm): Cast iron
adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or
steel support.
14. Floor Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable
cast iron roll and stand, steel screws, and concrete pier or steel support.
15. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
2.2 PIPE HANGER AND SUPPORT SCHEDULE
PIPE HANGER AND SUPPORT SCHEDULE
PIPE SIZE
MAX. HANGER SPACING
HANGER ROD
Inches (mm)
Feet (m)
DIAMETER - Inches (mm)
1/2 to 1-1/4
6.5(2)
3/8 (9)
12 to 32
1-1/2 to 2
10 (3)
3/8 (9)
38 to 50
CITY OF NEWPORT BEACH 22 0500 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0500
PLUMBING
2-1/2 to 3
10 (3)
1/2 (13)
62 to 75
4 to 6
10 (3)
5/8 (15)
100 to 150
8 to 12
14 (4.25)
7/8 (22)
200 to 300
PVC All Sizes
6(1.8)
3/8 9
C.I. Bell and Spigot
5(1.5)
1/2 (13)
(or No -Hub) and at Joints
2.3 PROTECTION OF ELECTRICAL EQUIPMENT
A. Plan and arrange overhead piping to avoid dedicated electrical space that
may include motors, controllers, switchboards, panel boards, or similar
equipment.
1. Dedicated electrical space is equal to the width and depth of the electrical
components and extends from the floor to a height of 6 feet above the
electrical components or to the structural ceiling, which ever is lower. No
piping, leak detection apparatus, equipment, components or associated
appurtenances foreign to the electrical installation shall be located in the
dedicated electrical space.
2. Dropped, suspended, or any other type of ceiling that does not add
strength to the building structure can not be provided as a separation
between dedicated electrical space for the installation of foreign
components within the dedicated electrical space.
B. Where the installation of foreign components occurs above the dedicated
electrical space (6 feet above the electrical systems), contractor shall provide a
means of secondary containment to prevent damage to the electrical systems.
C. Secondary Containment Piping System
1. Piping system shall consist of clear unpigmented Polyvinyl Chloride pipe
and fittings. The containment piping system shall be longitudinally split.
The pipe shall align via a tongue and groove and the fittings shall be
manufactured in two halves.
2. The pipe and fitting shall be temporarily held together by clips affixed over
top of integral fitting clip locators. Final system joining shall be provided
by welding components together via an injection bonding process.
3. Final containment inspection shall be provided via a low-pressure air test
per manufacturer's requirements.
2.4 DIELECTRIC FITTINGS
A. Dielectric unions shall be factory — fabricated assemblies with a minimum
working pressure as required to suit system pressures.
CITY OF NEWPORT BEACH 22 0500 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0500
PLUMBING
B. Dielectric flanges shall be factory — fabricated, companion flange assemblies
with a minimum working pressure as required to suit system pressures.
C. Dielectric flange kits shall be field — fabricated with a minimum working
pressure as required to suit system pressures. Kit shall include flanges, full
face type phenolic gasket, phenolic bolt sleeves, phenolic washers, and steel
backing washers.
D. Dielectric couplings shall be galvanized steel with inert and noncorrosive,
thermoplastic lining, threaded ends and a minimum working pressure as
required to suit system pressures.
E. Dielectric nipples shall be electroplated steel nipple with unert and
noncorrosive, thermoplastic lining, plain, threaded, or grooved ends and a
minimum working pressure as required to suit system pressures.
F. Acceptable Manufacturers:
1. Watts Industries
2. Zurn Industries
3. Sioux Chief Industries
4. Or approved equal.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7300 - Execution: Verification of existing conditions before starting
work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected and approved by the
Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
City.
3.2 PREPARATION - MECHANICAL IDENTIFICATION
A. Degrease and clean surfaces to receive adhesive for identification materials.
CITY OF NEWPORT BEACH 22 0500 - 7 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0500
PLUMBING
3.3 INSTALLATION - GENERAL
A. Install in accordance with manufacturer's instructions.
B. The use of lead -containing solder for plumbing and plumbing fixtures is
prohibited in the construction of this project.
3.4 INSTALLATION - PIPE HANGER AND SUPPORTS
A. Support horizontal piping as scheduled.
B. Install hangers to provide minimum 1/2-inch (13 mm) space between finished
covering and adjacent work.
C., Place hangers within 12 inches (300 mm) of each horizontal elbow.
D. Use hangers with 1-1/2 inch (38 mm) minimum vertical adjustment.
E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet (1.5 m)
maximum spacing between hangers.
F. Where several pipes can be installed in parallel and at same elevation, provide
multiple or trapeze hangers.
G. Support riser piping independently of connected horizontal piping.
H. Provide copper plated hangers and supports for copper piping.
I. Design hangers for pipe movement without disengagement of supported pipe.
J. Prime coat exposed steel hangers and supports. Hangers and supports
located in crawl spaces, pipe shafts, and suspended ceiling spaces are not
considered exposed.
3.5 INSTALLATION - MECHANICAL IDENTIFICATION
A. Install identifying devices after completion of coverings and painting.
B. Install plastic nameplates with corrosive -resistant mechanical fasteners, or
adhesive.
C. Install tags using corrosion resistant chain. Number tags consecutively by
location.
D. Install underground plastic pipe markers 6 to 8 inches (150 to 200 mm) below
finished grade, directly above buried pipe.
CITY OF NEWPORT BEACH 22 0500 - 8 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0500
PLUMBING
E. Identify control panels and major control components outside panels with
plastic nameplates.
F. Identify valves in main and branch piping with tags.
G. Identify piping, concealed or exposed, with plastic pipe markers and plastic
tape pipe markers. Use tags on piping 3/4-inch (20 mm) diameter and smaller.
Identify service, flow direction, and pressure. Install in clear view and align
with axis of piping. Locate identification not to exceed 20 feet (6 m) on straight
runs including risers and drops, adjacent to each valve and tee, at each side of
penetration of structure or enclosure, and at each obstruction.
Payment for all items of work identified in Division 22 in the plans and these
specifications will be based on the lump sum pricing for items identified as Plumbing in
the Bid Schedule. No additional Compensation will be allowed.
END OF SECTION
CITY OF NEWPORT BEACH 22 0500 - 9 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1.
Waterproofing.
2.
Electrical Connections and Protection.
3.
Supports and anchors.
4.
Cleaning, Protection and Adjustment.
5.
Dielectric Fittings.
6.
Piping connections.
7.
Mechanical Identification.
8.
Sleeves and Seals.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found in
other Documents.
C. Related Sections:
1. 07 9200 - Joint Sealants: Sealants.
2. 09 9100 - Painting: Field painting.
1.2 WATERPROOFING
A. Where work penetrates waterproofing, including waterproof concrete, the method
of installation shall be approved by the Engineer prior to performing the work.
Furnish necessary sleeves, caulking and flashing required to make openings
absolutely watertight.
1.3 ELECTRICAL CONNECTIONS AND PROTECTION
A. Regardless of voltage, provide control wiring, interlock wiring, and equipment
control wiring for the equipment provided under this division of the specifications.
B. Furnish electrical disconnect switches, starters and combination starter
disconnects required for equipment provided under this division of the
specifications. Circuit breakers furnished shall be rated for motor protection.
C. Power wiring not used for control functions, complete from power source to
motor or equipment junction box, including power wiring through starters, shall
be provided under Division 26.
CITY OF NEWPORT BEACH 22 0513 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
D. Coordinate to ensure that electrical devices furnished or provided are compatible
with the electrical systems used.
E. Confirm final location of electrical equipment to be installed in the vicinity of
piping.
1.4 PAINTING
A. Painting requirements of this section shall conform to Division 9 — Finishes:
Painting.
B. Provide surface preparation, priming, and final coat application in strict
accordance with manufacturer's recommendations.
C. Provide field painting of systems, equipment and miscellaneous metals located
outdoors. Application shall be in strict accordance with manufacturer's
recommendations.
D. Provide painting of plumbing piping and equipment exposed in mechanical
equipment room and in occupied spaces. Plumbing items to be painted are as
follows:
1. Piping, pipe hangers, pipe insulation, and supports
2. Equipment and supports.
3. Accessory items.
1.5 CLEANING, PROTECTION AND ADJUSTMENT
A. Cleaning
1. General cleaning requirements are specified in Division 1 — General
Requirements.
2. Upon completion of the work, clean the exterior surface of equipment,
accessories, and trim installed. Clean, polish, and leave equipment,
accessories, and trim in first-class condition.
B. Protection of Surfaces
1. Protect surfaces from damage during the construction period.
2. Provide plywood or similar material under equipment or materials stored on
floors or roofs. Provide protection in areas where construction may damage
surfaces.
3. Surfaces damaged during the construction shall be repaired or replaced at
no additional cost to the City. The method of repairing or replacing the
surface shall be approved by the Engineer.
C. Protection of Services
1. Protect services from damage during the construction period.
CITY OF NEWPORT BEACH 22 0513 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
2. Repair, replace and maintain utilities, facilities or services (underground,
above ground, interior or exterior) damaged, broken or otherwise rendered
inoperative during the course of construction.
3. Services damaged during the construction shall be replaced at the cost of
the Contractor at fault. The method used in repairing, replacing or
maintaining the services shall be approved by the Engineer.
D. Protection of Equipment and Materials
1. Equipment and materials shall be stored in a manner that shall maintain an
orderly, clean appearance. If stored on -site in open or unprotected areas,
equipment and material shall be kept off the ground and out of standing
water by means of pallets or racks, and covered with tarpaulins.
2. Equipment and material, if left unprotected and damaged, shall be repainted
or otherwise refurbished at the discretion of the Owner. Equipment and
material is subject to rejection and replacement if, in the opinion of the
Engineer or manufacturer the equipment has deteriorated or been damaged
to the extent that its immediate use or performance is questionable, or that
its normal life expectancy has been curtailed.
3. During the construction period, protect piping, fittings, valves, equipment,
and associated appurtenances from damage and dirt. Each system of
piping shall be flushed to remove grit, dirt, sand, and other foreign matter
for as long a time as required to thoroughly clean the systems.
E. Adjustment
1. After the entire installation has been completed, make required adjustments
to balancing valves, circulating systems, pressure reducing valves and
similar devices until performance requirements are met.
2. Provide factory -lubricated bearings for equipment. Before initial startup of
equipment, inspect and verify bearings for proper amounts of lubricant. If
required, provide proper amounts of lubricant in accordance with
manufacturer's recommendations.
1.6 DIELECTRIC FITTINGS
A. Ferrous to non-ferrous pipe connections shall be made with threaded, soldered,
plain, or welded end connections that match piping system material. Dielectric
fittings shall prevent any electrolytic action between dissimilar materials.
1.7 PIPING CONNECTIONS
A. Make pipe connections according to the following
1. Provide unions in supply piping systems 4 inches and smaller:
a. Adjacent to each side of valve
b. At final connection to equipment
2. Provide flanged connections for supply piping systems 4 '/2 inches and
larger:
CITY OF NEWPORT BEACH 22 0513 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
a. Adjacent to each side of valve
b. At final connection to equipment
3. Provide sewer lateral cleanout:
a. As indicated on Plans.
1.8 SLEEVES AND SEALS
A. Sleeves for Pipes through Non -fire Rated Floors: 18 gage (1.2 mm thick)
galvanized steel.
B. Sleeves for Pipes through Non -fire Rated Beams, Walls, Footings, and
Potentially Wet Floors: Steel pipe or 18 gage (1.2 mm thick) galvanized steel.
C. Sleeves for Round Ductwork: Galvanized steel.
D. Sleeves for Rectangular Ductwork: Galvanized steel or wood.
E. Sealant: refer to Section 07 9200 — Joint Sealants.
PART 2-PRODUCTS
2.1 PIPE HANGERS AND SUPPORTS
A. Manufacturers: Subject to compliance with project requirements, manufacturers
offering Products which may be incorporated in the Work include the following-
1 . Grinnell.
2. Elcen.
3. Fee and Mason.
4. Kin -Line.
5. Michigan.
6. Unistrut.
7. Or approved equal.
B. Plumbing Piping - DWV:
1. Conform to ASTM F708.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron,
adjustable swivel, split ring.
3. Hangers for Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel,
adjustable, clevis.
4. Multiple or Trapeze Hangers: Steel channels with welded spacers and
hanger rods.
5. Wall Support for Pipe Sizes to 3 Inches (75 mm): Cast iron hook.
6. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel
bracket and wrought steel clamp.
7. Vertical Support: Steel riser clamp.
CITY OF NEWPORT BEACH 22 0513 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
8. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor
flange, and concrete pier or steel support.
9. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
C. Plumbing Piping - Water:
1. Conform to ASTM F708.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron
adjustable swivel, split ring.
3. Hangers for Cold Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel,
adjustable, clevis.
4. Hangers for Hot Pipe Sizes 2 to 4 Inches (50 to 100 mm): Carbon steel,
adjustable, clevis.
5. Hangers for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable steel
yoke, cast iron roll, double hanger.
6. Multiple or Trapeze Hangers: Steel channels with welded spacers and
hanger rods.
7. Multiple or Trapeze Hangers for Hot Pipe Sizes 6 Inches (150 mm) and
Over: Steel channels with welded spacers and hanger rods, cast iron roll.
8. Wall Support for Pipe Sizes to 3 Inches (76 mm)- Cast iron hook.
9. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel
bracket and wrought steel clamp.
10. Wall Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Welded steel
bracket and wrought steel clamp with adjustable steel yoke and cast iron
roll.
11. Vertical Support: Steel riser clamp.
12. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut,
nipple, floor flange, and concrete pier or steel support.
13. Floor Support for Hot Pipe Sizes to 4 Inches (100 mm): Cast iron adjustable
pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support.
14. Floor Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable
cast iron roll and stand, steel screws, and concrete pier or steel support.
15. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
2.2 PIPE HANGER AND SUPPORT SCHEDULE
PIPE SIZE
Inches (mm)
1/2 to 1-1/4
(12 to 32)
1-1 /2 to 2
(38 to 50)
2-1/2 to 3
CITY OF NEWPORT BEACH
UTILITY YARD
OFFICE RENOVATION
MAX. HANGER SPACING
Feet(m)
6.5(2)
10 (3)
10 (3)
22 0513 - 5
HANGER ROD
DIAMETER
Inches (mm)
3/8 (9)
3/8 (9)
1/2 (13)
Drawing No. -
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
(62 to 75)
4 to 6 10 (3) 5/8 (15)
(100 to 150)
8 to 12 14 (4.25) 7/8 (22)
(200 to 300)
PVC (All Sizes) 6(1.8) 3/8 (9)
C.I. Bell and
Spigot (or No -Hub) 5(1.5) 1/2 (13)
and at Joints
2.3 PROTECTION OF ELECTRICAL EQUIPMENT
A. Plan and arrange overhead piping to avoid dedicated electrical space that may
include motors, controllers, switchboards, panel boards, or similar equipment.
1. Dedicated electrical space is equal to the width and depth of the electrical
components and extends from the floor to a height of 6 feet above the
electrical components or to the structural ceiling, whichever is lower. No
piping, leak detection apparatus, equipment, components or associated
appurtenances foreign to the electrical installation shall be located in the
dedicated electrical space.
2. Dropped, suspended, or any other type of ceiling that does not add strength
to the building structure cannot be provided as a separation between
dedicated electrical spaces for the installation of foreign components within
the dedicated electrical space.
B. Where the installation of foreign components occur above the dedicated
electrical space (6 feet above the electrical systems), contractor shall provide a
means of secondary containment to prevent damage to the electrical systems.
C. Secondary Containment Piping System
1. Piping system shall consist of clear unpigmented Polyvinyl Chloride pipe
and fittings. The containment piping system shall be longitudinally split.
The pipe shall align via a tongue and groove and the fittings shall be
manufactured in two halves.
2. The pipe and fitting shall be temporarily held together by clips affixed over
top of integral fitting clip locators. Final system joining shall be provided by
welding components together via an injection bonding process.
3. Final containment inspection shall be provided via a low pressure air test
per manufacturer's requirements.
CITY OF NEWPORT BEACH 22 0513 - 6 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
2.4 DIELECTRIC FITTINGS
A. Dielectric unions shall be factory — fabricated assemblies with a minimum
working pressure as required to suit system pressures.
B. Dielectric flanges shall be factory — fabricated, companion flange assemblies
with a minimum working pressure as required to suit system pressures.
C. Dielectric flange kits shall be field — fabricated with a minimum working pressure
as required to suit system pressures. Kit shall include flanges, full face type
phenolic gasket, phenolic bolt sleeves, phenolic washers, and steel backing
washers.
D. Dielectric couplings shall be galvanized steel with inert and noncorrosive,
thermoplastic lining, threaded ends and a minimum working pressure as
required to suit system pressures.
E. Dielectric nipples shall be electroplated steel nipple with unert and noncorrosive,
thermoplastic lining, plain, threaded, or grooved ends and a minimum working
pressure as required to suit system pressures.
F. Acceptable Manufacturers:
1. Watts Industries
2. Zurn Industries
3. Sioux Chief Industries
4. Or approved equal.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7000 - Execution and Closeout Requirements: Verification of existing
conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected and approved by the
Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the City.
CITY OF NEWPORT BEACH 22 0513 - 7 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
3.2 PREPARATION - MECHANICAL IDENTIFICATION
A. Degrease and clean surfaces to receive adhesive for identification materials.
3.3 INSTALLATION - GENERAL
A. Install in accordance with manufacturer's instructions.
B. The use of lead -containing solder for plumbing and plumbing fixtures is
prohibited in the construction of this project.
3.4 INSTALLATION - PIPE HANGER AND SUPPORTS
A. Support horizontal piping as scheduled.
B. Install hangers to provide minimum 1/2-inch (13 mm) space between finished
covering and adjacent work.
C. Place hangers within 12 inches (300 mm) of each horizontal elbow.
D. Use hangers with 1-1/2 inch (38 mm) minimum vertical adjustment.
E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet (1.5 m)
maximum spacing between hangers.
F. Where several pipes can be installed in parallel and at same elevation, provide
multiple or trapeze hangers.
G. Support riser piping independently of connected horizontal piping.
H. Provide copper plated hangers and supports for copper piping.
I. Design hangers for pipe movement without disengagement of supported pipe.
J. Prime coat exposed steel hangers and supports. Hangers and supports located
in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered
exposed.
3.5 INSTALLATION - MECHANICAL IDENTIFICATION
A. Install identifying devices after completion of coverings and painting.
B. Install plastic nameplates with corrosive -resistant mechanical fasteners, or
adhesive.
C. Install tags using corrosion resistant chain. Number tags consecutively by
location.
CITY OF NEWPORT BEACH 22 0513 - 8 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
D. Install underground plastic pipe markers 6 to 8 inches (150 to 200 mm) below
finished grade, directly above buried pipe.
E. Identify control panels and major control components outside panels with plastic
nameplates.
F. Identify valves in main and branch piping with tags.
G. Identify piping, concealed or exposed, with plastic pipe markers and plastic tape
pipe markers. Use tags on piping 3/4-inch (20 mm) diameter and smaller.
Identify service, flow direction, and pressure. Install in clear view and align with
axis of piping. Locate identification not to exceed 20 feet (6 m) on straight runs
including risers and drops, adjacent to each valve and tee, at each side of
penetration of structure or enclosure, and at each obstruction.
Payment for all items of work identified in Division 22 in the plans and these
specifications will be based on the lump sum pricing for items identified as Plumbing in
the Bid Schedule. No additional Compensation will be allowed.
END OF SECTION
CITY OF NEWPORT BEACH 22 0513 - 9 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 221116
DOMESTIC WATER PIPING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Aboveground domestic water pipes, tubes, fittings, and valve above grade
and inside the building.
2. Valves.
3. Dielectric Fittings.
4. Escutcheons.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Field quality -control reports.
1.3 QUALITY ASSURANCE
A. Piping materials shall bear label, stamp, or other markings of specified testing
agency.
B. Comply with NSF 61 for potable domestic water piping and components.
PART 2 - PRODUCTS
2.1 COPPER TUBE AND FITTINGS
A. Hard Copper Tube: ASTM B 88, Type L water tube, drawn temper.
1. Wrought -Copper Solder -Joint Fittings: ASME B16.22, wrought -copper
pressure fittings.
2. Bronze Flanges: ASME B16.24, Class 150, with solder -joint ends.
3. Copper Unions: MSS SP-123, cast -copper -alloy, hexagonal -stock body,
with ball-and-socket, metal -to -metal seating surfaces, and solder -joint
ends.
2.2 PIPING JOINING MATERIALS
A. Metal, Pipe -Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless other-
wise indicated.
B. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux
according to ASTM B 813.
CITY OF NEWPORT BEACH 22 1116 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1116
DOMESTIC WATER PIPING
2.3 BALL VALVES
A. Manufacturers:
1. Grinnell Corporation.
2. Other acceptable manufacturers offering equivalent products.
a. Hammond Valve.
b. Milwaukee Valve Company.
C. Red -White Valve Corporation.
d. Nibco.
e. Apollo.
f. Or equal.
B. Up to 2 Inches: Bronze two-piece body, stainless or chrome plated steel ball,
Teflon seats and stuffing box ring, lever handle solder or threaded ends. Note:
Three-piece full port ball valves are recommended up to 3". Also recommended
to add option for extended handle stem for insulated pipes.
C. Over 2 Inches: Cast steel body, chrome plated steel ball, Teflon seat and stuff-
ing box seals, lever handle, flanged.
2.4 DIELECTRIC FITTINGS
A. General Requirements: Assembly of copper alloy and ferrous materials or fer-
rous material body with separating nonconductive insulating material suitable
for system fluid, pressure, and temperature.
B. Dielectric Unions:
1. Description:
a. Pressure Rating:
b. End Connections
2.5 ESCUTCHEONS
150 psig at 180 deg F.
Solder -joint copper alloy and threaded ferrous.
A. General: Manufactured ceiling, floor, and wall escutcheons and floor plates.
B. One Piece, Cast Brass: Polished, chrome -plated finish with setscrews.
PART 3 - EXECUTION
3.1 PIPING INSTALLATION
A. Drawing plans, schematics, and diagrams indicate general location and ar-
rangement of domestic water piping. Indicated locations and arrangements are
used to size pipe and calculate friction loss, expansion, and other design con -
CITY OF NEWPORT BEACH 22 1116 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1116
DOMESTIC WATER PIPING
siderations. Install piping as indicated unless deviations to layout are approved
on Coordination Drawings.
B. Install copper tubing under building slab according to CDA's "Copper Tube
Handbook."
C. Install domestic water piping level and plumb.
D. Install piping concealed from view and protected from physical contact by build-
ing occupants unless otherwise indicated.
E. Install nipples, unions, special fittings, and valves with pressure ratings the
same as or higher than system pressure rating used in applications below un-
less otherwise indicated.
F. Install piping free of sags and bends.
G. Install fittings for changes in direction and branch connections.
3.2 JOINT CONSTRUCTION
A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel
pipe.
B. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes,
and fittings before assembly.
C. Soldered Joints: Apply ASTM B 813, water-flushable flux to end of tube. Join
copper tube and fittings according to ASTM B 828 or CDA's "Copper Tube
Handbook."
D. Dissimilar -Material Piping Joints: Make joints using adapters compatible with
materials of both piping systems.
3.3 DIELECTRIC FITTING INSTALLATION
A. Install dielectric fittings in piping at connections of dissimilar metal piping and
tubing.
B. Dielectric Fittings for NPS 2 and Smaller: Use dielectric unions.
C. Dielectric Fittings for NPS 2-1/2 to NPS 64: Use dielectric flanges or flange kits.
3.4 ESCUTCHEON INSTALLATION
A. Install escutcheons for penetrations of walls, ceilings, and floors
B. Escutcheons for New Piping:
CITY OF NEWPORT BEACH 22 1116 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1116
DOMESTIC WATER PIPING
1. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep pat-
te rn .
2. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One
piece, cast brass with polished chrome -plated finish.
3.5 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Piping Inspections-
1. Do not enclose, cover, or put piping into operation until it has been in-
spected and approved by authorities having jurisdiction.
2. During installation, notify authorities having jurisdiction at least one day
before inspection must be made. Perform tests specified below in pres-
ence of authorities having jurisdiction:
a. Roughing -in Inspection: Arrange for inspection of piping before con-
cealing or closing -in after roughing -in and before setting fixtures.
b. Final Inspection: Arrange final inspection for authorities having juris-
diction to observe tests specified below and to ensure compliance
with requirements.
3. Reinspection: If authorities having jurisdiction find that piping will not pass
tests or inspections, make required corrections and arrange for reinspec-
tion.
4. Reports: Prepare inspection reports and have them signed by authorities
having jurisdiction.
C. Piping Tests:
1. Fill domestic water piping. Check components to determine that they are
not air bound and that piping is full of water.
2. Test for leaks and defects in new piping and parts of existing piping that
have been altered, extended, or repaired. If testing is performed in seg-
ments, submit a separate report for each test, complete with diagram of
portion of piping tested.
3. Leave new, altered, extended, or replaced domestic water piping uncov-
ered and unconcealed until it has been tested and approved. Expose
work that was covered or concealed before it was tested.
4. Cap and subject piping to static water pressure of 50 psig above operating
pressure, without exceeding pressure rating of piping system materials.
Isolate test source and allow to stand for four hours. Leaks and loss in
test pressure constitute defects that must be repaired.
5. Repair leaks and defects with new materials and retest piping or portion
thereof until satisfactory results are obtained.
6. Prepare reports for tests and for corrective action required.
D. Domestic water piping will be considered defective if it does not pass tests and
inspections.
CITY OF NEWPORT BEACH 22 1116 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1116
DOMESTIC WATER PIPING
E. Prepare test and inspection reports.
3.6 CLEANING
A. Clean and disinfect potable domestic water piping as follows-
1. Purge new piping and parts of existing piping that have been altered, ex-
tended, or repaired before using.
2. Use purging and disinfecting procedures prescribed by authorities having
jurisdiction; if methods are not prescribed, use procedures described in ei-
ther AWWA C651 or AWWA C652 or follow procedures described below:
a. Flush piping system with clean, potable water until dirty water does
not appear at outlets.
b. Fill and isolate system according to either of the following:
1) Fill system or part thereof with water/chlorine solution with at
least 50 ppm of chlorine. Isolate with valves and allow to stand
for 24 hours.
2) Fill system or part thereof with water/chlorine solution with at
least 200 ppm of chlorine. Isolate and allow to stand for three
hours.
C. Flush system with clean, potable water until no chlorine is in water
coming from system after the standing time.
d. Submit water samples in sterile bottles to authorities having jurisdic-
tion. Repeat procedures if biological examination shows contamina-
tion.
B. Prepare and submit reports of purging and disinfecting activities.
C. Clean interior of domestic water piping system. Remove dirt and debris as work
progresses.
END OF SECTION
CITY OF NEWPORT BEACH 22 1116 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following sanitary drainage piping specialties:
1. Cleanouts.
2. Floor drains.
3. Miscellaneous sanitary drainage piping specialties.
4. Flashing materials.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
1.3 QUALITY ASSURANCE
A. Drainage piping specialties shall bear label, stamp, or other markings of specified
testing agency.
PART 2 - PRODUCTS
2.1 CLEANOUTS
A. Cast -Iron Floor Cleanouts:
1. Available Manufacturers: Subject to compliance with requirements, manu-
facturers offering products that may be incorporated into the Work include,
but are not limited to, the following:
a. Josam Company; Josam Div.
b. Oatey.
C. Sioux Chief Manufacturing Company, Inc.
d. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc.
e. Tyler Pipe; Wade Div.
f. Watts Drainage Products Inc.
g. Zurn Plumbing Products Group; Light Commercial Operation.
h. Zurn Plumbing Products Group; Specification Drainage Operation.
2. Standard: ASME All 12.36.2M for adjustable housing cleanout.
3. Size: Same as connected branch.
4. Closure: Brass plug with straight threads and gasket OR cast-iron plug.
5. Top Loading Classification: Light Duty.
6. Riser: ASTM A 74, Service class, cast-iron drainage pipe fitting and riser
to clean out.
CITY OF NEWPORT BEACH 22 1319 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
B. Cast -Iron Wall Cleanouts:
1. Available Manufacturers: Subject to compliance with requirements, manu-
facturers offering products that may be incorporated into the Work include,
but are not limited to, the following:
a. Josam Company; Josam Div.
b. MIFAB, Inc.
C. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc.
d. Tyler Pipe; Wade Div.
e. Watts Drainage Products Inc.
f. Zurn Plumbing Products Group; Specification Drainage Operation.
2. Standard: ASME Al 12.36.2M. Include wall access.
3. Size: Same as connected drainage piping.
4. Closure Plug Size: Same as or not more than one size smaller than
cleanout size.
5. Wall Access: Round, flat, chrome -plated brass or stainless -steel cover
plate with screw.
2.2 FLOOR DRAINS
A. Cast -Iron Floor Drains-
1. Available Manufacturers: Subject to compliance with requirements, manu-
facturers offering products that may be incorporated into the Work include,
but are not limited to, the following:
a. Commercial Enameling Co.
b. Josam Company; Josam Div.
C. MIFAB, Inc.
d. Prier Products, Inc.
e. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc.
f. Tyler Pipe; Wade Div.
g. Watts Drainage Products Inc.
h. Zurn Plumbing Products Group; Light Commercial Operation.
i. Zurn Plumbing Products Group; Specification Drainage Operation.
2. Standard: ASME Al 12.6.3 with backwater valve, if required.
3. Body Material: Gray iron.
4. Backwater Valve: Integral, ASME Al 12.14.1, swing -check type, if required.
5. Coating on Interior and Exposed Exterior Surfaces: Acid -resistant enamel,
where required.
6. Sediment Bucket:
7. Top or Strainer Material: Nickel bronze.
8. Top of Body and Strainer Finish: [Nickel bronze] [Polished bronze] [Rough
bronze] <Insert finish>.
9. Top Shape: Square.
10. Top Loading Classification: Light Duty.
CITY OF NEWPORT BEACH 22 1319 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
2.3 MISCELLANEOUS SANITARY DRAINAGE PIPING SPECIALTIES
A. Air -Gap Fittings:
1. Standard: ASME All 12.1.2, for fitting designed to ensure fixed, positive air
gap between installed inlet and outlet piping.
2. Body: Bronze or cast iron.
3. Inlet: Opening in top of body.
4. Outlet: Larger than inlet.
5. Size: Same as connected waste piping and with inlet large enough for as-
sociated indirect waste piping.
B. Vent Caps:
1. Description: Cast-iron body with threaded or hub inlet and vandal -proof de-
sign. Include vented hood and setscrews to secure to vent pipe.
2. Size: Same as connected stack vent or vent stack.
2.4 FLASHING MATERIALS
A. Lead Sheet: ASTM B 749, Type L51121, copper bearing, with the following min-
imum weights and thicknesses, unless otherwise indicated:
1. General Use: 6-lb/sq. ft., 0.0938-inch thickness.
B. Fasteners: Metal compatible with material and substrate being fastened.
C. Metal Accessories: Sheet metal strips, clamps, anchoring devices, and similar
accessory units required for installation; matching or compatible with material be-
ing installed.
D. Solder: ASTM B 32, lead-free alloy.
E. Bituminous Coating: SSPC-Paint 12, solvent -type, bituminous mastic.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Refer to Division 22 Section 22 05 22 "Common Work Results for Plumbing" for
piping joining materials, joint construction, and basic installation requirements.
B. Install cleanouts in aboveground piping according to the following, unless other-
wise indicated:
1. Size same as drainage piping up to NPS 4. Use NPS 4 for larger drainage
piping unless larger cleanout is indicated.
2. Locate at each change in direction of piping greater than 45 degrees.
3. Locate at minimum intervals of 50 feet for piping NPS 4 and smaller and
100 feet for larger piping.
CITY OF NEWPORT BEACH 22 1319 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
C. For floor cleanouts for piping below floors, install cleanout deck plates with top
flush with finished floor.
D. For cleanouts located in concealed piping, install cleanout wall access covers, of
types indicated, with frame and cover flush with finished wall.
E. Install floor drains at low points of surface areas to be drained. Set grates of
drains flush with finished floor, unless otherwise indicated.
1. Position floor drains for easy access and maintenance.
2. Set floor drains below elevation of surrounding finished floor to allow floor
drainage. Set with grates depressed according to the following drainage
area radii:
a. Radius, 30 Inches or Less: Equivalent to 1 percent slope, but not less
than 1/4-inch total depression.
b. Radius, 30 to 60 Inches: Equivalent to 1 percent slope.
C. Radius, 60 Inches or Larger: Equivalent to 1 percent slope, but not
greater than 1-inch total depression.
3. Install floor -drain flashing collar or flange so no leakage occurs between
drain and adjoining flooring. Maintain integrity of waterproof membranes
where penetrated.
4. Install individual traps for floor drains connected to sanitary building drain,
unless otherwise indicated.
F. Install flashing fittings on sanitary stack vents and vent stacks that extend through
roof.
G. Install floor -drain, trap -seal primer fittings on inlet to floor drains that require trap -
seal primer connection.
1. Exception: Fitting may be omitted if trap has trap -seal primer connection.
2. Size: Same as floor drain inlet.
H. Install air -gap fittings on draining indirect -waste piping discharge into sanitary
drainage system.
Install vent caps on each vent pipe passing through roof.
J. Install escutcheons at wall, floor, and ceiling penetrations in exposed finished
locations and within cabinets and millwork. Use deep -pattern escutcheons if re-
quired to conceal protruding pipe fittings.
3.2 CONNECTIONS
A. Piping installation requirements are specified in other Division 22 Sections.
Drawings indicate general arrangement of piping, fittings, and specialties.
B. Install piping adjacent to equipment to allow service and maintenance.
CITY OF NEWPORT BEACH 22 1319 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
3.3 FLASHING INSTALLATION
A. Install sheet flashing on pipes, sleeves, and specialties passing through or em-
bedded in floors and roofs with waterproof membrane.
1. Pipe Flashing: Sleeve type, matching pipe size, with minimum length of 10
inches, and skirt or flange extending at least 8 inches around pipe.
2. Sleeve Flashing: Flat sheet, with skirt or flange extending at least 8 inches
around sleeve.
B. Secure flashing into sleeve and specialty clamping ring or device.
C. Install flashing for piping passing through roofs with counterflashing or commer-
cially made flashing fittings, according to Division 07 Section "Sheet Metal Flash-
ing and Trim."
D. Extend flashing up vent pipe passing through roofs and turn down into pipe, or
secure flashing into cast-iron sleeve having calking recess.
3.4 PROTECTION
A. Protect drains during remainder of construction period to avoid clogging with dirt
or debris and to prevent damage from traffic or construction work.
B. Place plugs in ends of uncompleted piping at end of each day or when work stops.
END OF SECTION
CITY OF NEWPORT BEACH 22 1319 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 4000
PLUMBING FIXTURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Water closets.
2. Lavatories.
3. Urinals.
4. Drinking Fountains.
5. Protective shielding guards.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements and
information necessary to complete the Work of this Section may be found in other
Documents.
C. Related Sections:
1. Section 07 9200 - Joint Sealants: Seal fixtures to walls and floors.
2. Section 22 0500 - Plumbing
1.2 REFERENCES
A. American Society of Mechanical Engineers (ASME):
1. ASME Al 12.18.1 - Finished and Rough Brass Plumbing Fixture Fittings.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Product Data:
a. Product Data: Provide catalogue illustrations of fixtures, sizes, rough -in
dimensions, utility sizes, trim, and finishes.
B. Section 01 7704 - Closeout Procedures and Training: Procedures for closeout
submittals.
1. Project Record Documents: Accurately record the following:
a. Operation and Maintenance Data: Include fixture trim exploded view
and replacement parts lists.
1.4 DELIVERY, STORAGE, AND HANDLING
CITY OF NEWPORT BEACH 22 4000 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 4000
PLUMBING FIXTURES
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
Products.
B. Only accept fixtures on site in factory packaging. Inspect for damage.
C. Protect installed fixtures from damage by securing areas and by leaving factory
packaging in place to protect fixtures and prevent use.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering Products
which may be incorporated in the Work include the following:
1. Water closets, lavatories, urinals, drinking fountains, protective shielding
guards:
a. American Standard.
b. Kohler.
C. Or approved equal.
B. Furnish and install Products as indicated in Drawings.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7300 - Execution: Verification of existing conditions before starting
work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
1. Verify that walls and floor finishes are prepared and ready for installation of
fixtures.
2. Verify that electric power is available and of the correct characteristics.
C. Report in writing to the Engineer prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work until
unsatisfactory conditions have been corrected and approved by the Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the City.
CITY OF NEWPORT BEACH 22 4000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 4000
PLUMBING FIXTURES
3.2 PREPARATION
A. Rough -in fixture piping connections in accordance with minimum sizes indicated in
fixture rough -in schedule for particular fixtures.
3.3 INSTALLATION
A. Plumbing Fixtures:
1. Install in accordance with manufacturer's instructions.
2. Install each fixture with trap, easily removable for servicing and cleaning.
3. Provide chrome plated rigid or flexible supplies to fixtures with screwdriver
stops, reducers, and escutcheons.
4. Install components level and plumb.
5. Install and secure fixtures in place with wall carriers and bolts.
6. Seal fixtures to wall and floor surfaces with sealant as specified in Section
07 9200 — Joint Sealants, color to be selected by Engineer.
7. Water Closets, Urinals, Lavatories, and Drinking Fountains:
Provide adjustable cast iron fixture supports for all wall hung water closets,
except where single vertical carriers in shallow walls occur.
8. The use of lead -containing solder for plumbing and plumbing fixtures is
prohibited in the construction of this project.
9. Provide stainless steel Access Panels and install in accordance with
manufacture recommendations.
B. Trap Primers
1. Install primers under sinks and/or lavatories out of line of sight.
2. Trap primers to have approval of plumbing and drainage institute.
3. Install trap primers in accordance with manufacturer's recommendations.
C. Backflow Preventers
1. Install in accordance with manufacturer's recommendations.
2. Pipe relief through fixed air gap and discharge to sewer.
3. Install adjacent to wall and/or floor utilizing stand-off brackets, angle frame,
and/or concrete piers.
4. Test unit for leaks and pressure drop. Clean and/or replace soiled strainer
media.
D. Protective Shielding Guards
1. Manufactured, plastic enclosure for covering hot- and cold -water supplies,
trap and drain piping, and complying with ADA requirements and meeting
ANSI code for barrier -free design. Provide at all accessible sinks and
lavatories.
CITY OF NEWPORT BEACH 22 4000 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 22 4000
PLUMBING FIXTURES
3.4 ADJUSTING
A. Refer to Specification Section 01 7300 — Execution.
B. Adjust stops or valves for intended water flow rate to fixtures without splashing,
noise, or overflow.
3.5 CLEANING
A. At completion clean plumbing fixtures and equipment.
3.6 FIELD QUALITY CONTROL
A. Section 01 4000 - Quality Requirements: Field testing and inspection.
Payment for items of work covered under Division 22 of the plans and these specifications
shall be based on the lump sum bid pricing identified in the Bid Schedule. No additional
compensation will be allowed.
END OF SECTION
CITY OF NEWPORT BEACH 22 4000 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 2305 00
COMMON WORK RESULTS FOR HVAC
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Basic mechanical methods.
2. Supports and anchors.
B. Related Documents: The Contract Documents, as defined in Section 011000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents.
1.2 SUBMITTALS
A. Procedures for closeout submittals.
1. Project Record Documents: Accurately record the following:
a. Provide test and balance report.
1.3 QUALITY ASSURANCE
A. Regulatory Requirements-
1 . Conform to applicable local code for support of ductwork.
1.4 BASIC MECHANICAL METHODS
A. Comply with manufacturer's published instructions for delivery, storage,
protection, installation, and materials.
B. When equipment is operable, and it is to the advantage of the Contractor to
operate the equipment, he may do so provided that he properly supervises the
operation, and retains full responsibility for the equipment operated.
Regardless of whether or not the equipment has or has not been operated, the
Contractor shall properly clean the equipment, install new filter media, make all
required adjustments, and complete all punch list items before final acceptance
by the Construction Manager and State Representative.
C. Install equipment and materials to provide required access for servicing and
maintenance. Coordinate the final location of concealed equipment and
devices requiring access with final location of required access panels and
CITY OF NEWPORT BEACH 23 0500 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 2305 00
COMMON WORK RESULTS FOR HVAC
doors. Allow ample space for removal of all parts that require replacement or
servicing.
D. Where mounting heights are not detailed or dimensioned, install mechanical
services and overhead equipment to provide the maximum headroom possible.
E. Items exposed (in areas without ceilings) shall be installed in a neat, orderly
manner. Elements shall be perpendicular and parallel to building lines.
F. In those conditions where ductwork is exposed in finished areas, careful
craftsmanship and only the highest standards of installation will be acceptable.
All routing of exposed ducts, pipes, conduits, shall be approved in advance by
the State Representative prior to installation.
G. Drawings and Specifications:
1. The Drawings indicate the general arrangement of systems and are to be
followed insofar as possible. If deviations from the layout are necessitated
by field conditions, detailed layouts of the proposed departures shall be
submitted in writing to the Owner's Representative, for approval before
proceeding with the work.
2. This Contractor shall make all his own measurements in the field and shall
be responsible for correct fitting. Contractor shall coordinate this work with
all other branches in such a manner as to cause a minimum of conflict or
delay.
3. Where any work is so placed as to cause or contribute to a conflict it shall
be readjusted at the expense of the Contractor causing the conflict. The
decision shall be final in regard to the arrangement of ducts, piping, etc.,
where conflict arises.
4. Where offsets in systems are required to complete the installation, or for
the proper operation of the system, these shall be deemed to be included
in the Contract.
5. Significant deviations from Drawings must be approved by the Engineer of
Record.
H. Locations:
1. Mechanical layouts indicated on drawings are diagrammatic. Exact
locations of ducts, pipes, and equipment may vary because of conflicts
with work of other trades. Work out conflicts where relocations will not
affect operation or appearance of systems.
2. Locate equipment requiring periodic servicing so that it is readily
accessible. Do not back up service sides to walls, nor place it too close to
other equipment to make service impractical.
CITY OF NEWPORT BEACH 23 0500 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 2305 00
COMMON WORK RESULTS FOR HVAC
PART 2-PRODUCTS
2.1 SLEEVES AND SEALS
A. Sleeves for Round Ductwork: Galvanized steel.
B. Sleeves for Rectangular Ductwork: Galvanized steel or wood.
C. Sealant: refer to Section 07 9200.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
B. Report in writing to State Representative prevailing conditions that will
adversely affect satisfactory execution of the Work of this Section. Do not
proceed with Work until unsatisfactory conditions have been corrected.
C. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
State.
3.2 INSTALLATION - GENERAL
A. Install in accordance with manufacturer's instructions.
B. The use of lead -containing solder for plumbing and plumbing fixtures is
prohibited in the construction of this project.
END OF SECTION
CITY OF NEWPORT BEACH 23 0500 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0513
BASIC HVAC MATERIALS AND METHODS
PART 1 —GENERAL
1.01 SUMMARY
A. Section Includes:
1. This Section prescribes basic materials and methods generally
common to the Work of Division 23.
B. Related Requirements:
1. Division 01: General Requirements.
2. Division 23: Heating, Ventilating, and Air -Conditioning.
3. Division 26: Electrical.
1.02 SUBMITTALS
A. Provide in accordance with Division 01, Section 23 0500 and specific
requirements of each section of Division 23.
1.03 QUALITY ASSURANCE
A. Standards: Comply with applicable national, state, and local codes and
standards: ASTM, ASME, and ANSI. Federal Specifications, AWWA, CISPI,
NFPA, FM Global, UL, CPC (California Plumbing Code), CMC (California
Mechanical Code), CSA.
B. Qualifications of Manufacturer: Products used in the Work of this Section
shall be produced by manufacturers regularly engaged in manufacture of
similar items and with a history of successful production as reviewed by the
Architect.
1.04 COORDINATION
A. Coordinate related Work in accordance with provisions of Section 01 3113:
Project Coordination.
PART 2 — PRODUCTS
2.01 GENERAL
A. Provide products if they are indicated in the Contract Documents or if they
are required for the proper installation, function or operation of equipment,
systems or components indicated in the Contract Document.
CITY OF NEWPORT BEACH 23 0513 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0513
BASIC HVAC MATERIALS AND METHODS
B. Provide the following products as a complete assembly with required
accessories for a complete and functioning entity in compliance with
governing codes and applicable standards as specified in Section 23 0500,
manufacturer's instructions or as required.
1. Omission of minor details in the Contract Documents does not waive
and/or otherwise relinquish compliance with the above requirements.
2.02 MANUFACTURERS AND MATERIALS
A. Provide equipment and hardware as specified in plans.
PART 3 — EXECUTION
3.01 EXAMINATION
A. Examine areas and conditions under which Work of this Section shall
be performed. Correct conditions detrimental to proper and timely
completion of Work. Do not proceed until unsatisfactory conditions
have been corrected.
3.02 INSTALLATION
A. Provide all materials and equipment for the Work. Furnish and install
necessary apparatus, parts, materials, and accessories.
END OF SECTION
CITY OF NEWPORT BEACH 23 0513 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing, adjustment, and balancing of air systems.
2. Measurement of final operating condition of HVAC systems.
B. Related Documents: The Contract Documents, as defined in Section 01 10 00 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents.
1.2 REFERENCES
A. Associated Air Balance Council (AABC):
1. AABC - National Standards for Total System Balance.
B. National Environmental Balancing Bureau.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Assurance/Control Submittals:
a. Test Reports: Submit the following reports directly to Owner's
Representative from Testing Laboratory, with copy to Contractor.
Prepare reports in conformance with Section 01 4000 - Quality
Requirements:
1) Indicate deficiencies in systems that would prevent proper
testing, adjusting, and balancing of systems and equipment to
achieve specified performance.
2) Submit draft copies of report for review prior to final acceptance
of Project. Provide final copies for inclusion in operating and
maintenance manuals.
3) Provide reports in binder manuals, complete with index page
and indexing tabs, with cover identification at front and side.
Include set of reduced drawings with air outlets and equipment
identified to correspond with data sheets, and indicating
thermostat locations.
4) Indicate data on AABC National Standards for Total System
Balance forms.
CITY OF NEWPORT BEACH 23 0593 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
b. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
C. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Company specializing in testing, adjusting, and balancing of specified with
minimum 5 years documented experience. Company to be certified by
one of the following.
a. AABC Certified Independent Testing and Balancing Agency.
b. National Environmental Balancing Bureau Certified Independent
Agency. (NEBB).
B. Certification: Certify the testing, adjusting, and balancing field data reports.
C. Testing, Adjusting, and Balancing Reports:
balancing Agent's standard forms.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 EXAMINATION
Use testing, adjusting, and
A. Verify that systems are complete and operable before commencing work.
Ensure the following conditions:
1. Systems are started and operating in a safe and normal condition.
2. Temperature control systems are installed complete and operable.
3. Proper thermal overload protection is in place for electrical equipment.
4. Final filters are clean and in place. If required, install temporary media in
addition to final filters.
5. Duct systems are clean of debris.
6. Fans are rotating correctly.
7. Fire and volume dampers are in place and open.
8. Air coil fins are cleaned and combed.
9. Access doors are closed and duct end caps are in place.
10. Air outlets are installed and connected.
11. Duct system leakage is minimized.
CITY OF NEWPORT BEACH 23 0593 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
3.2 PREPARATION
A. Provide instruments required for testing, adjusting, and balancing operations.
Make instruments available to Owner's Representative to facilitate spot checks
during testing.
B. Provide additional balancing instruments as required.
3.3 INSTALLATION TOLERANCES
A. Air Handling Systems: Adjust to within plus or minus 5 percent of design for
supply systems and plus or minus 10 percent of design for return and exhaust
systems.
B. Air Outlets and Inlets: Adjust total to within plus 10 percent and minus 5 percent
of design to space. Adjust outlets and inlets in space to within plus or minus 10
percent of design.
3.4 ADJUSTING
A. Ensure recorded data represents actual measured or observed conditions.
B. Permanently mark settings of valves, dampers, and other adjustment devices
allowing settings to be restored. Set and lock memory stops.
C. After adjustment, take measurements to verify balance has not been disrupted
or that such disruption has been rectified.
D. Leave systems in proper working order, replacing belt guards, closing access
doors, closing doors to electrical switch boxes, and restoring thermostats to
specified settings.
E. At final inspection, recheck random selections of data recorded in report.
Recheck points or areas as selected and witnessed by Owner's Representative.
F. At said time, demon operation of each piece of equipment and / or each system
to Owner's Representative. Provide written statement of operation at end of
inspection.
G. Check and adjust systems approximately six months after final acceptance and
submit report.
3.5 AIR SYSTEM PROCEDURE
CITY OF NEWPORT BEACH 23 0593 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
A. Adjust air handling and distribution systems to provide required or design
supply, return, and exhaust air quantities. Perform this work with cooling
system energized where applicable to obtain the extra resistance of wet coils.
B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross -
sectional area of duct.
C. Measure air quantities at air inlets and outlets.
D. Adjust distribution system to obtain uniform space temperatures free from
objectionable drafts and noise.
E. Use volume control devices to regulate air quantities only to extend that
adjustments do not create objectionable air motion or sound levels. Effect
volume control by duct internal devices.
F. Vary total system air quantities by adjustment of fan speeds. Provide drive
changes required. Vary branch air quantities by damper regulation.
G. Provide system schematic with required and actual air quantities recorded at
each outlet or inlet.
H. Measure static air pressure conditions on air supply units, including filter and
coil pressure drops, and total pressure across the fan. Make allowances for 50
percent loading of filters.
Adjust outside air automatic dampers, outside air, return air, and exhaust
dampers for design conditions.
J. Measure temperature conditions across outside air, return air, and exhaust
dampers to check leakage.
K. Measure building static pressure and adjust supply, return, and exhaust air
systems to provide required relationship between each to maintain
approximately 0.05 inches (12.5 Pa) positive static pressure near the building
entries.
L. Indoor Air Quality:
1. Pre -occupancy ventilation: Provide pre -occupancy ventilation prior to final
testing, adjusting, and balancing of HVAC system.
END OF SECTION
CITY OF NEWPORT BEACH 23 0593 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0700
HVAC INSULATION
PART 1 —GENERAL
1.01 SUMMARY
A. Section Includes:
1. Supply and return air ducts for heating and cooling systems air
ducts.
B. Related Requirements:
1. Division 01: General Requirements.
2. Section 23 0500: Common Work Results for HVAC.
3. Section 23 3000: Air Distribution.
4. Section 23 5732: HVAC Equipment.
1.02 REFERENCES
A. American Society for Testing and Materials International (ASTM):
1. ASTM C167 - Standard Test Methods for Thickness and Density of
Blanket or Batt Thermal Insulations.
2. ASTM C302 - Standard Test Method for Density and Dimensions of
Preformed Pipe -Covering -Type Thermal Insulation.
3. ASTM C411 - Standard Test Method for Hot -Surface Performance of
High -Temperature Thermal Insulation.
4. ASTM C423 - Standard Test Method for Sound Absorption and
Sound Absorption Coefficients by the Reverberation Room Method.
5. ASTM C533 - Standard Specification for Calcium Silicate Block and
Pipe Thermal Insulation.
6. ASTM C534 - Standard Specification for Preformed Flexible
Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form.
7. ASTM C547 - Standard Specification for Mineral Fiber Pipe
Insulation.
8. ASTM C665 - Standard Specification for Mineral -Fiber Blanket
Thermal Insulation for Light Frame Construction and Manufactured
Housing.
9. ASTM C739 - Standard Specification for Cellulosic Fiber Loose -Fill
Thermal Insulation.
10. ASTM C1104 - Standard Test Method for Determining the Water
Vapor Sorption of Unfaced Mineral Fiber Insulation.
11. ASTM E84 - Standard Test Method for Surface Burning
Characteristics of Building Materials.
12. ASTM E795 - Standard Practices for Mounting Test Specimens
During Sound Absorption Tests.
13. ASTM G21 - Standard Practice for Determining Resistance of
Synthetic Polymeric Materials to Fungi.
CITY OF NEWPORT BEACH 23 0700 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0700
HVAC INSULATION
B. Underwriters Laboratories Inc.:
1. UL 181 - Standard for Factory -Made Air Ducts and Air Connectors.
2. UL 723 - Standard for Test for Surface Burning Characteristics of
Building Materials.
C. National Fire Protection Association:
1. NFPA 90A - Standard for the Installation of Air -Conditioning and
Ventilating Systems.
2. NFPA 90B - Standard for the Installation of Warm Air Heating and
Air -Conditioning Systems.
3. NFPA 255 - Standard Method of Test of Surface Burning
Characteristics of Building Materials.
1.03 SUBMITTALS
A. Submit in accordance with Division 01 and Section 23 0500: Common Work
Results for HVAC.
1. Complete material list of new items to be furnished and installed
under this Section.
2. Manufacturer's specifications and other data required demonstrating
compliance with the specified requirements for new equipment
hardware.
3. Shop Drawings, catalog cuts and manufacturer's data indicating
insulation, jacketing, adhesives, and coating. Insulating materials
shall be certified by manufacturer to comply with the California
quality standards for insulating materials for new equipment and
hardware.
4. Manufacturer's recommended method of installation procedures,
which will become part of this Section.
1.04 QUALITY ASSURANCE
A. Qualifications of Manufacturer and Installer, Materials, Fabrication,
Execution, and Standard of Quality: Comply with provisions stated under
Section 23 0500: Common Work Results for HVAC and Section 23 0513:
Basic HVAC Materials and Methods.
B. Test Ratings:
1. Comply with provisions stated under Section 23 0500 and 23 0513
with emphasis on ASTM E84, NFPA 255, or UL 723. ASTM C167,
ASTM C302, UL label or listing of satisfactory test results from the
National Institute of Standards and Technology, or a satisfactory
certified test report from an acceptable testing laboratory. Approval
by the State Fire Marshal is required.
2. Furnish labels, legibly printed with the name of the manufacturer or
listings indicate that fire hazard ratings do not exceed those specified
CITY OF NEWPORT BEACH 23 0700 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0700
HVAC INSULATION
for materials proposed for installation. Flame spread index of not
more than 25 and smoke developed rating not exceeding 50.
3. Tests shall be performed on each item individually when insulation,
vapor barrier covering, wrapping materials, or adhesives are installed
separately at the Project site.
4. Test insulation, vapor barrier covering, wrapping materials and
adhesives as an assembly when they are factory composite
systems.
C. Regulatory Requirements: Insulation furnished and installed under this
Section shall conform to the requirements of the California Building Code
Parts 4, Mechanical Code, Part 5, Plumbing Code and Part 6, Energy
Code.
D. All chemically based products such as sealers, primers, fillers, adhesives,
etc. shall meet the California air quality regulations.
1.05 PRODUCT HANDLING
A. Protection, Replacement, Delivery and Storage: Comply with provisions
stated under Sections 23 0500: Common Work Results for HVAC and 23
0513: Basic HVAC Materials and Methods.
PART 2 — PRODUCTSMATERIALS
2.01 General
A. Piping insulating material shall be fire resistant, non -corrosive, shall
not break, settle, sag, pack or disintegrate under vibration, nor
absorb more than 1 percent moisture by weight.
2.02 DUCTWORK AND PLENUM INSULATION
A. General: Insulate ductwork and plenums with not less than the amount of
insulation as identified upon.
B. Notes-
1. Minimum insulation provided shall be as required by the current
California Mechanical Code Title 24 for the most restrictive
condition.
2. Refer to the materials indicated in this section for external
insulation.
3. Insulation lining the duct interior is not permitted.
C. Materials-
1. Fire -Resistive Insulation Materials and Coatings: Submit State Fire
Marshal pre -approved materials only.
CITY OF NEWPORT BEACH 23 0700 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0700
HVAC INSULATION
2. Adhesives: See Paragraph 2.01.E for applicable products.
3. External Insulation: Provide glass fiber blankets that are factory -
laminated with Foil Reinforced Kraft (FRK) vapor barrier facing;
Johns Manville Microlite, Owens-Corning SOFTR Duct Wrap,
Knauf Insulation Friendly Feel Duct Wrap, or equal. Provide a
minimum installed R value as required by the CEC Building Energy
Efficiency Standards; and as identified upon.
PART 3 — EXECUTION
3.01 INSTALLATION
A. Except as specified herein, install material in accordance with
recommendations of manufacturer. Do not install insulation materials until
tests specified in other sections are completed. Remove foreign material
such as rust, scale, or dirt. Surfaces shall be clean and dry. Maintain
insulation clean and dry at all times.
B. On cold surfaces where a vapor barrier must be provided and maintained,
insulation shall be installed with a continuous, unbroken moisture and vapor
seal. Hangers, supports, anchors, or other projections that are fastened to
cold surfaces shall be insulated and vapor sealed to prevent condensation.
C. Surface finishes shall be extended in such a manner as to protect raw
edges, ends, and surfaces of insulation.
D. Pipe or duct insulation shall be continuous through walls, ceiling or floor
openings, or sleeves; except where fire -stop or fire-safing materials are
required.
3.02 INSTALLATION OF DUCTWORK AND PLENUM INSULATION
A. External Covering
1. Before installing duct insulation, sheet metal ducts shall be clean,
dry, and tightly sealed at joints and seams, inspected pressure
tested, and accepted by LAUSD OAR/ Inspector.
2. Duct exterior insulation shall be firmly wrapped around ductwork
with joints lapped a minimum of 2 inches. Insulation shall be
securely fastened with 18 gage copper -lined steel wire, or 16 gage
soft -annealed galvanized wire spaced approximately 12 inches on
centers and at loose ends, presenting a neat and workmanlike
appearance. Where duct width is such that wiring will not fasten
insulation firmly against duct an adhesive shall be furnished to
fasten insulation to duct with wiring being installed at ends of
insulation segment.
CITY OF NEWPORT BEACH 23 0700 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0700
HVAC INSULATION
3. Insulation on ductwork transporting conditioned air, both supply
and return, and outside air intake ducts when pre -conditioned, shall
be furnished with a factory -applied, fire-resistant vapor barrier.
4. Exposed Ducts or Plenum:
a. Install insulation to ducts or plenum furnished with butt joints,
without voids and with adhesive over entire surface of duct.
Cover insulation with canvas jacket, fastened tightly to
insulation with lagging adhesive. Install 2 finish coats of
undiluted adhesive.
b. When installing jacket, finished covering shall be even and
level, without humps, with constant diameters on round ducts
maintained.
3.03 CLEANUP
A. Remove rubbish, debris, and waste materials and legally dispose of off the
Project site.
3.04 PROTECTION
A. Protect the Work of this Section until Substantial Completion.
END OF SECTION
CITY OF NEWPORT BEACH 23 0700 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0800
HVAC SYSTEMS COMMISSIONING
PART 1 —GENERAL
1.1 SUMMARY
A. Section Includes:
1. General requirements for Commissioning (Cx) of HVAC systems
and equipment including installation, start-up, testing,
documentation, and training according to the Construction
Documents.
2. Standard procedures for the execution of commissioning work shall
be in conformance with Division 1: General Commissioning
Requirements. Coordinate work with the Commissioning Agent
(CxA).
B. Related Requirements:
1. Division 01: General Requirements.
2. Division 23: Heating, Ventilation, and Air Conditioning.
3. Division 26: Electrical
1.2 REFERENCES
A. Applicable codes, standards, and references: inspections and tests shall
be in accordance with the following applicable codes and standards-
1 . International Electrical Testing Association — NETA.
2. National Electrical Manufacturers Association — NEMA.
3. American Society for Testing and Materials — ASTM.
4. Institute of Electrical and Electronics Engineers — IEEE.
5. American National Standards Institute — ANSI.
6. National Electrical Safety Code — NESC.
7. California Building Code — CBC.
8. California Electrical Code — CEC.
9. California Mechanical Code — CMC.
10. Insulated Cables Engineers Association — ICEA.
11. Occupational Safety and Health Administration — OSHA.
12. National Institute of Standards and Technology — NIST.
13. National Fire Protection Association — NFPA.
14. American Society of Heating and Air -Conditioning Engineers —
ASHRAE
(The HVAC Commissioning Process, ASHRAE Guideline).
15. Associated Air Balance Council — AABC (National Standards for
Total System Balance).
CITY OF NEWPORT BEACH 23 0800 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0800
HVAC SYSTEMS COMMISSIONING
1.3 SUBMITTALS
A. Submittals package is not required.
1.4 MEETINGS, SEQUENCING AND SCHEDULING
A. Meetings: As required.
1.5 QUALITY CONTROL
A. Comply with Division 01 quality control specifications.
1.6 EQUIPMENT AND SYSTEMS TO BE COMMISIONED
A. Single Package Heat Pumps
B. HVAC Equipment.
C. Exhaust Fans.
PART 2 — PRODUCTS
2.1 TEST EQUIPMENT
A. Equipment to be utilized in the commissioning process shall meet the
following requirements:
1. Provide test equipment as necessary for the testing of the
equipment and systems to be commissioned.
2. Provide testing equipment and accessories that are free of defects
and certified for use.
PART 3 — EXECUTION
3.1 COMMISSIONING PROCESS REQUIREMENTS
A. Work to be performed prior to commissioning:
1. Complete phases of the work so the system(s) can be started,
tested, adjusted, balanced, and otherwise commissioned.
2. If modifications or corrections to the installed system(s) are
required to bring the system(s) to acceptance levels due to
Contractor's incorrect installation or defective materials, such
modifications shall be made at no additional cost to the Owner.
3. Normal start-up services required to bring each system into full
operational state:
a. Testing, motor rotation check, control sequences of
operation, full and part load performance.
CITY OF NEWPORT BEACH 23 0800 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0800
HVAC SYSTEMS COMMISSIONING
b. Commissioning shall not start until each system is complete
and start-up has been performed.
B. Pre -Commissioning responsibilities:
1. Inspection, calibration and testing of the equipment required to
commission the following systems:
a. HVAC System(s).
3.2 PREPARATION
A. Provide certified HVAC technicians as required.
3.3 TESTING
A. Testing procedures shall include the following minimum information:
1. Equipment used for the test, with manufacturer and model number
and date of last calibration.
2. Date and time of the test.
3. Indication of whether the record is for a first test or retest following
correction of a problem or issue.
4. Identification of the system, subsystem, assembly, or equipment.
5. Systems and assemblies test results and performance and
compliance with contract requirements.
B. Contractor shall participate and perform related testing requirements as
specified.
3.4 ADJUSTING
A. Perform work required to rectify installations not meeting contract
requirements at no additional cost to the Owner (exception: existing heat
pumps, as demonstrated to be operable upon initiation of construction
effort).
B. Corrective work shall be completed in a timely manner to permit
completion of the work.
END OF SECTION
CITY OF NEWPORT BEACH 23 0800 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0900
HVAC INSTRUMENTATION AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
HVAC system thermostats.
B. Related Documents: The Contract Documents, as defined in Division 1 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found in
other Documents.
C. Related Sections-
1 . Section 23 5732 — HVAC Equipment.
2. Division 1 - Commissioning Requirements
1.2 SUBMITTALS
A. Section 01 6000 — Product Requirements, Product Data, and Samples:
Procedures for submittals.
1. Product Data: Provide description and engineering data for each control
system component. Include sizing as requested. Provide data for each
system component and software module
2. Shop Drawings: Indicate complete operating data, system drawings, wiring
diagrams, and written detailed operational description of sequences.
Submit schedule of valves indicating size, flow, and pressure drop for each
valve. For automatic dampers indicate arrangement, velocities, and static
pressure drops for each system. Submittals shall be furnished as a
complete package prior to installation.
3. Assurance/Control Submittals:
a. Certificates: Manufacturer's certificate that Products meet or exceed
specified requirements.
b. Qualification Documentation: Submit documentation of experience
indicating compliance with specified qualification requirements.
4. Operating Instruction: Document training by furnishing a sign -in sheet with
a description of the training provided; instructors name and organization,
and those who received training. Refer to 0780 1.3, 1.4, and 1.5 for more
specific training requirements.
B. Section 01 7000 — Execution and Closeout Requirements: Procedures for close-
out submittals.
1. Project Record Documents: Accurately record the following:
CITY OF NEWPORT BEACH 23 0900 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0900
HVAC INSTRUMENTATION AND CONTROLS
a. Actual locations of control components, including panels, thermostats,
and sensors. Accurately record actual location of control components,
including panels, thermostats, and sensors.
2. Submit written special warranty with forms completed in Owner name and
registered with manufacturer as specified in this Section.
1.3 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products specified
with minimum 5 years documented experience.
2. Installer: Company specializing in performing the Work of this Section with
minimum 5 years documented experience.
B. Regulatory Requirements:
1. Conform to requirements of NFPA 70 (National Electrical Code).
2. Products: Listed and classified by Underwriters Laboratories, Incorporated
and suitable for the purpose specified and indicated.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 — Product Requirements: Transport, handle, store, and protect
Products.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturer's offering
Products which may be incorporated in the Work include the following:
1. Andover.
2. Alerton.
3. ALC.
B. Section 01 6000 — Product Requirements: Product options and substitutions.
Substitions: Permitted providing equal quality and performance, and as agreed
to by Engineer.
C. Submit proposed hardware and material, and sequence of operations to owner
for approval as part of bid submittal.
CITY OF NEWPORT BEACH 23 0900 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0900
HVAC INSTRUMENTATION AND CONTROLS
2.2 SYSTEM REQUIREMENTS
A. System shall provide equipment and hardware as indicated on the points list and
in the system schematics, and as necessary to execute functions as indicated in
the sequence of operations as indicated on the drawings.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
B. Report in writing to Owner prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected.
C. At contract award, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the Owner.
3.2 INSTALLATION:
A. Provide new control wiring as required for proper operation. All control wires
installed under this contract shall be color coded, numbered or otherwise labeled
for easy identification. All control wiring exposed to damage in workrooms shall
be installed in conduit painted to match the mounting surface. All control wiring
exposed in offices or other public spaces shall be installed in wiremold painted
to match the mounting surface. All concealed control wiring shall be plenum
rated. Provide and install batteries as required for proper operation. New
installation shall be in accordance with manufacturer's recommendations.
B. Provide all necessary transformers, relays, contactors and other options as
required for proper operation.
C. Provide line voltage (115v) service (conduit and wire) to control panels extended
from available service in vicinity.
D. Provide low -voltage and signal wire and communication buss cable and
associated conduit. All exposed wire and cable shall be installed in conduit.
E. Coordinate requirements for mounting window operators with window
Contractor. Provide low voltage wire from pigtails at operators to vicinity of
window controllers. Provide conduit or wiremold as dictated by Owner, or route
wires concealed with finish hardware form motors to controllers via raceways in
CITY OF NEWPORT BEACH 23 0900 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 0900
HVAC INSTRUMENTATION AND CONTROLS
mullions and in walls, grommet and junction box hardware, and additional
measures (i.e. conduit and wiremold).
F. Microprocessor control panels installed in ambient conditions shall be provided
in a nema 3r cabinet. Work shall be performed by supplier/installer.
G. Owner shall provide a workstation to meet the Supplier's specification (located
in server room, unless otherwise agreed upon) for installation of the User
Interface. Additional ancillaries shall be provided by the Owner.
3.3 SYSTEM PERFORMANCE
A. Supplier shall demonstrate system operability on a point -by -point basis to the
owner's representative prior to acceptance by the owner.
B. The temperature control system is to maintain space temperature settings, within
plus or minus 1-degree F. of space thermostat settings; inside air.
C. Where outside air capability is provided, set minimum position to be at 5 percent
when fan is ON.
D. Operation Instruction
1. Provide 16 hours of structured on -site instruction to review the operation of
the system and detail any common troubleshooting or maintenance
required to ensure normal operation.
2. Provide one complete set equipment operating, installation, and
programming manuals that will remain at the installed location.
3. Develop trending measures upon turnover of system by which the system
automatically archives on -going information of all characteristics of the
building operation.
4. Provide 80 hours of support for Owner's representative for modification of
operating strategies
END OF SECTION
CITY OF NEWPORT BEACH 23 0900 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3000
AIR DISTRIBUTION
PART 1 —GENERAL
1.01 SUMMARY
A. Section Includes: Ductwork and appurtenances required for a complete air
transmission and distribution system for the heating, ventilating, and air
conditioning systems indicated on Drawings and as specified.
B. Related Requirements:
1. Division 01: General Requirements.
2. Section 23 0500:
Common Work Results for HVAC.
3. Section 23 0700:
HVAC Insulation.
4. Section 23 0800:
HVAC Systems Commissioning.
5. Section 23 3000:
HVAC Equipment.
1.02 SUBMITTALS
A. Provide in accordance with Division 01 and Section 23 0500: Common
Work Results for HVAC.
1.03 QUALITY ASSURANCE
A. Installer's and Manufacturer's Qualifications: Comply with provisions stated
under Section 23 0500: Common Work Results for HVAC.
B. Sound power level measurements and Manufacturers' NC value
calculations shall be conducted in complete accordance with the latest
version of ANSI/ASHRAE Standards 70 and 130 and AHRI 880.
1.04 DELIVERY, STORAGE AND HANDLING
A. Comply with provisions stated in Section 23 0500: Common Work Results
for HVAC.
B. Ensure ducts are clean and free of dirt, dust, moisture, oils and other
contaminants that can lead to poor air quality. Cover openings of ductwork
with a self -adhering protective film. Film shall not leave a residue on metal
after removal, and shall be highly resistant to tears and punctures.
1.05 COORDINATION
A. Coordinate activities in accordance with provisions of Section 23 0500:
Common Work Results for HVAC.
CITY OF NEWPORT BEACH 26 3000 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3000
AIR DISTRIBUTION
PART 2 — PRODUCTS
2.01 GENERAL
A. Unless otherwise noted, provisions, including amendments thereto, of the
latest edition of the HVAC Duct Construction Standards of Sheet Metal and
Air Conditioning Contractor's National Association (SMACNA) and the
California Mechanical Code (CMC), are hereby made part of this Section.
B. Rectangular, round and flat oval ducts shall be manufactured and installed
in accordance with requirements of the latest edition of the HVAC Duct
Construction Standards — Metal and Flexible of SMACNA.
C. Sheet metal ducts shall be fabricated from galvanized steel, aluminum or
stainless steel.
D. Galvanized steel ducts shall be fabricated of galvanized steel sheet, lock
forming grade, conforming to ASTM A653 and A924.
E. Galvanized steel ducts gage thickness and permissible joints and seams of
ductwork shall conform to requirements of the latest edition of the HVAC
Duct Construction Standards — Metal and Flexible of SMACNA and the
CMC unless noted otherwise on the drawings. The more stringent
requirements shall prevail.
F. Button punch snap -lock seams, using Lockformer or equal, shall be
permitted only in concealed areas using 20 and 22 gage galvanized steel
ducts with screws added at the ends. Button punch snap -lock is not
permitted for aluminum or duct lighter than 22 gage.
G. Ducts shall be reinforced in accordance with the latest edition of the
SMACNA HVAC Duct Construction Standards: Cross -broken Duct: Duct
sizes 19 inches wide and larger which have more than 10 square feet of
unbraced panel shall be beaded or cross -broken. This requirement is
applicable to 20 gage or less thickness and 3 inches w.g. or less pressure.
For details, refer to SMACNA manual.
H. Round and Oval Galvanized Steel and Aluminum Ducts:
1. Round Spiral Ducts and Fittings: Fabricated from galvanized sheet
steel shall be machine -formed spiral pipe with sealed spiral locking
joints. Fittings shall be furnished with continuous corrosion -resistant
welds. Provide gages of ducts and fittings recommended by
manufacturer.
2. Details of seams and transverse joints for round duct and fittings
shall conform to SMACNA standards.
3. Flat oval ducts shall be provided as indicated on the Drawings.
Reference standard details in SMACNA manual.
CITY OF NEWPORT BEACH 26 3000 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3000
AIR DISTRIBUTION
4. Minimum duct wall thickness, and permissible joints and seams of
ductwork for flat oval duct construction shall conform to requirements
in the latest edition of the HVAC Duct Construction Standards —
Metal and Flexible of SMACNA and the CMC. The more stringent
requirements shall prevail.
5. These provisions apply for ducts furnished for indoor comfort
heating, ventilating and air conditioning service only.
I. Flexible Ducts
1. Flexible duct shall be non-metallic, insulated for conditioned air
supply and return. The flexible ducts shall be factory fabricated with
exterior reinforced laminated vapor barrier, 1 '/2-inch thick fiber glass
insulation (K = 0.25 at 75 degrees F), encapsulated zinc -coated
spring steel wire helix and impervious, smooth, non -perforated
interior vinyl liner and factory fabricated steel connection collars. For
the composite assembly, including insulation and vapor barrier,
comply with NFPA Standard 90A or 90B and tested in accordance
with UL Standard, UL 181. Non -insulated metallic ducts shall be
provided for exhaust only.
2. Methods of installations, standards for joining and attaching, and
supporting flexible duct shall conform to applicable provisions of
SMACNA manual.
3. Specifications herein shall not supersede installation requirements
by flexible duct manufacturer if those are more stringent.
J. Fittings and Other Construction Details: Details of fittings such as elbows,
turning vanes, branch take -off and connections, duct access doors,
connections for grilles, registers and ceiling diffusers, flexible connector at
fan, etcetera, shall conform to applicable provisions of this Section or
SMACNA manual.
K. Duct Seam and Joint Sealant: Provide sealant for metal ducts at duct
joints which are defined as transverse joints between duct sections
including girth joints, branch and sub -branch intersections, duct collar tap -
ins, fitting subsections, louver and air terminal connections, access doors
and frames, and abutments to building structure. Also provide the same at
duct seams which are defined as longitudinal joint between duct sections.
Spiral lock seams in factory fabricated round or oval ducts are excluded.
1. Sealant for low-pressure ducts shall be: Design Polymerics DP1010
or DP1020, Childers CP-145A/CP-146 Chil-Flex, Foster's 32-19
Duct-Fas, Miracle-Kingco Glenkote Seal -Flex, Ductmate Industries
PROseal or FIBERseal, or equal.
2. Provide sealing material for medium -pressure ducts as described in
the SMACNA manual for those pressures.
3. Sealant materials shall comply with the flame spread and smoke
developed rating of current CMC when tested in accordance with
ASTM E84.
CITY OF NEWPORT BEACH 26 3000 - 3 Drawing No. -
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4. Sealant for exposed to weather ducts shall pass the Weather
Resistance Test per ASTM G154 at 2000 hours QUV.
2.02 DAMPERS
A. Manually Operated Volume Control Dampers:
1. Rectangular: Multi -blade type, opposed blade operation, 16 gage
galvanized steel blades; center pivoted on 3/8-inch diameter steel
trunnions; interlocking edges; dampers shall be in own angle frame,
full duct size as indicated on Drawings; frame of minimum 16 gage
steel channel construction. Provide with damper operator and axles
positively locked to blade. Ruskin MD35, Pottorff MD-42, Greenheck
MBD-15 or equal.
2. Round: Frame shall be constructed of not less than 20 gage
galvanized steel, blades of not less than 20 gage galvanized steel
channel construction with factory neoprene seals, '/2 inch diameter
axle shafts and locking hand quadrant. Ruskin MDRS25, Greenheck
MBDR-50, or equal.
2.03 AIR DISTRIBUTION DEVICES
A. General:
1. Grilles, registers, diffusers and appurtenances shall conform to
requirements specified herein and shall be of type and sizes as
specified and indicated on Drawings. Performance shall be in
accordance with ANSI/ASHRAE Standard 70 including airflow
velocity, pressure, temperature, and sound measurements.
2. Sponge neoprene, rubber, vinyl or felt border gaskets shall be
provided for surface -mounted registers, grilles or diffusers.
3. The noise generating characteristics of all specified grilles, registers,
and diffusers shall be tested to, and comply with, all requirements of
this specification. Representative samples shall be subjected to
tests in accordance with applicable standards and procedures in
order to demonstrate such compliance. A special test for this project
is not required if the manufacturer has previous certified test results
that can be made applicable to this project. Maximum Sound Levels
of diffusers, grilles and registers shall be as follows:
All spaces
4. Provide suitable frame types to match the ceiling types as specified
or indicated on the Architectural Drawings.
5. Ceiling diffusers shall be provided with equalizing grids, or topside
boxes with turning xxxx
6. Ceiling mounted grilles, registers and diffusers shall be provided with
a factory applied, baked enamel, dull finish, bone white to match
acoustical ceiling tile.
CITY OF NEWPORT BEACH 26 3000 - 4 Drawing No. -
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7. Grilles or registers mounted on painted walls or other surfaces shall
be furnished with a baked prime coat and finish painted in
accordance with Section 09 9000: Painting and Coating.
8. Diffusers, registers and grilles indicated or scheduled on the
drawings to comply with special requirements shall take precedence
over the standard items specified.
B. Ceiling Diffusers — as scheduled:
C. Return Grilles, Transfer grilles — as scheduled:
PART 3 — EXECUTION
3.01 EXAMINATION
A. Examine areas and conditions under which Work of this Section will be
performed. Correct conditions detrimental to proper and timely completion
of Work. Do not proceed until unsatisfactory conditions have been
corrected.
3.02 DUCTWORK
A. Construct ductwork according to details of fabrication and methods of
support, as indicated in the SMACNA manuals and CMC, unless specified
or indicated otherwise in this Section or on Drawings. In event of conflict,
the most stringent requirement shall be provided.
B. Unless otherwise required, construct ducts to conform accurately to
dimensions indicated and to be straight and smooth on inside, with joints
neatly finished.
C. Duct dimensions indicated are net inside dimensions.
D. Where aluminum is welded, provide a minimum thickness of 16 gage, and
use gas inert tungsten process of welding.
E. Anchor ducts to building structural slab, framing and roof decking and detail
method of anchoring and fastening if not indicated on Drawings. Supports
shall be seismically constructed as required by the latest edition of the
SMACNA guidelines.
F. Construct and install ducts to be completely free from vibration under
operating conditions.
G. Indicate on layout drawing, required for suspended ductwork, location of
supports, loads imposed on each fastening or anchor, typical details for
CITY OF NEWPORT BEACH 26 3000 - 5 Drawing No. -
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anchorage, and details for special anchorage for supports attached to metal
roof decking.
H. Attach supports only to building structural framing members and concrete
slabs.
I. Where supports are required between structural framing members, detail
and install suitable intermediate metal framing.
J. Ducts transporting air-conditioned or heated supply air shall be insulated in
accordance with requirements of Section 23 0700: HVAC Insulation.
1. Ducts exposed to weather shall be prefabricated double wall type
from HVAC equipment through building envelope.
K. Ferrous angles and structural members and joining collars specified for
construction and support of ductwork and plenums shall be primed with one
heavy coat of required asphaltic aluminum paint before installation or
fabrication. Metal surfaces shall be thoroughly cleaned before installation of
paint. Galvanizing may be provided instead of painting. Installed duct
hanger rods concealed in furred ceilings and walls are not required to be
primed or painted.
L. Broken places in galvanized coating shall be acid washed and then
completely soldered over or painted with galvanizing paint.
3.03 DUCT CONSTRUCTION
A. Minimum ductwork gages, joints, reinforcing, and bracing of ductwork shall
conform to SMACNA and CMC. The most stringent standards shall prevail.
Additional bracing shall be provided to prevent objectionable panel
vibration.
B. Button punch snap -lock seams, using Lock -former or equal, shall be
permitted only in non -accessible areas using 20 and 22 gage galvanized
steel ducts with screws added at the ends. Button punch snap -lock is not
permitted for aluminum or duct lighter than 22 gage.
C. Provide longitudinal seams of the grooved snap lock, or Pittsburg and
standing, sealed spiral or continuously welded.
D. Ferrous angles and structural members and joining collars specified for the
construction and support of ductwork and plenums shall be primed with one
heavy coat of asphalt aluminum paint before installation or fabrication. The
metal surface shall be thoroughly cleaned before application of the paint.
Galvanizing may be provided instead of painting. Installed duct hanger rods
concealed in furred ceilings and walls is not required to be primed or
painted.
CITY OF NEWPORT BEACH 26 3000 - 6 Drawing No. -
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E. Broken places in galvanized coating shall be acid washed and then
completely soldered over or painted with galvanizing paint.
F. S-type or drive -slip type girths or longitudinal seams shall not be furnished
for ductwork installed outdoors or mounted on roofs.
G. Broken places in galvanized coating shall be acid washed and then
completely soldered over or painted with galvanizing paint.
3.04 DUCT ELBOWS AND TURNING VANES
A. Duct elbows, including supply, exhaust, and return, shall be provided with a
centerline radius of 1.5 times duct width parallel to radius whenever
possible; centerline radius shall not be less than width of duct parallel to
radius.
B. Where space does not permit above radius, or where square elbows are
indicated on Drawings, turning vanes shall be installed whether indicated on
Drawings or not.
C. Turning vanes shall conform to SMACNA and CMC.
3.05 DUCT JOINTS AND SEAMS
A. Conditioned air supply ducts shall be furnished with joints and seams
sealed, welded for air tightness, except spiral seam factory machine formed
duct components. Spiral seam is exempted. Joints between slip -fit
components may be assembled with all seams and joint connections
fastened with screws.
B. Other ducts shall be furnished with joints and seams sealed by using
sealant, taping, soldering, or welding. Ducts for grease hood exhaust shall
be furnished with grease -tight welding or brazing on external surface for
joints and seams. Fiberglass ducts shall be provided with a thermally
activated closure system, Johns Manville Fortifiber Therm -Lock with
Automatic Bond Indicator dots, or equal.
C. S-slip or drive -slip type girths or longitudinal seams are not permitted on
exterior or exposed rooftop mounted ductwork.
D. Caulking, taping, or other joint or seam treatment shall be provided in
accordance with recognized standards.
E. Seams around fan, coil housing and plenums shall be sealed with gaskets
or sealing compound to provide an airtight assembly.
F. Stainless steel ductwork connected to range hoods and fume hoods shall
be provided with grease -tight, gas tight welded seams, and shall be
CITY OF NEWPORT BEACH 26 3000 - 7 Drawing No. -
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constructed and installed so that grease or other material cannot become
pocketed in any portion thereof, and system shall slope downward toward
hood not less than 1/4 inch per lineal foot. Gasketed flanged joints with
sealing compound shall be used only at fan and fume hood connections.
G. Alternative duct connectors such as Ductmate Industries, Mez Industries, or
equal may be used if the following conditions are met-
1 . One of the specifically listed connectors is submitted and approved
by the ARCHITECT and OAR.
2. The correct size connector, application, and gage of material
conform to SMACNA Standards.
3. The connector is installed per manufacturer's specifications.
3.06 DUCT TRANSITION
A. Slopes in sides of transition pieces shall be no greater than 1 to 5. Abrupt
changes or offsets in duct system are not permitted, except when reviewed
by the ARCHITECT.
3.07 DUCT TEST HOLES
A. Holes in ducts and plenums shall be provided for pilot or static tubes for
obtaining air measurements to balance or check air systems. Holes shall be
covered with neoprene gasketed sheet metal cover or plugged with a fitted
neoprene plug chained to duct.
3.08 AIR TERMINAL DEVICES
A. General: Install supply devices after ducts, plenums, and casings have
been cleaned and blown free of small particles, as specified. Devices shall
be aligned to be parallel to ceiling construction or walls and ceiling surfaces,
and shall be pulled tightly to compress gaskets and to fit neatly against
surfaces.
B. Diffusers: Support surface mounted ceiling diffusers from angles or
channels resting on and fastened to ceiling construction. Do not support
from ducts. Install lay -in diffusers on T-bar ceilings with hanger wires from
each corner and not supported by ceiling structure. Provide sheet metal
adaptor box above each diffuser to allow space for volume controller with
round collars for connection to round ducts where indicated on Drawings.
Fasten duct -mounted diffusers to duct collars.
C. Registers and Grilles-
1. Support ceiling diffuser type inlets, registers, and grilles as required
above for ceiling diffusers.
2. Fasten wall mounted and duct mounted registers and grilles to
flanges of duct collars.
CITY OF NEWPORT BEACH 26 3000 - 8 Drawing No. -
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3.09 DAMPERS
A. Manually operated dampers, gravity dampers, fire dampers, and motor
operated dampers shall be furnished and installed as specified and
indicated. Upon completion of installation, dampers shall be checked,
lubricated, and adjusted so that they operate freely, without binding.
Dampers shall be of standard commercial manufacture, complete with
damper frame. Where painting is required, they shall be shop finished
unless otherwise noted.
1. Provide and install manual volume dampers per SMACNA standards
to allow balancing per AABC, NEBB or TABB Procedures and
Standards whether indicated on the drawings or not.
2. Balancing dampers shall be installed in main supply ducts from fan
discharge plenums, where two or more ducts are connected to each
plenum, although such balancing dampers may not be indicated.
Each zone shall be provided with a manual volume damper. Sheet
metal screws shall be installed through handles and into ducts to
lock damper in place after test and balance.
3. Each supply, return, and exhaust branch shall be provided with
manual volume dampers.
4. Do not provide opposed blade dampers at air inlets and outlets.
5. Each supply, return, and exhaust inlet or outlet shall be provided with
a manual volume damper. This damper shall be a minimum of 5 feet
upstream of the air outlet and inlets. An acoustic flexible duct should
be provided between the outlet and inlet and the damper for
concealed ducts.
6. Dampers installed in accessible locations shall be provided with
locking and indicating quadrants. Ventfabrics Ventlok, Duro Dyne,
Young Regulator Co., or equal.
7. Dampers installed in ductwork in furred ceiling spaces or in roof
spaces with less than 30 inches of clearance below beams, joists, or
other construction, and where access panels are not provided shall
be furnished with damper rods extended below ceiling and
terminated with a concealed damper regulation. Ventfabrics Ventlok,
Young Regulator Co., Duro Dyne, or equal.
8. Dampers not identified as splitter, extractor, or butterfly dampers
shall be of multi -louver type arranged for opposed blade operation.
Damper shall be same dimension as adjoining duct and be tight
closing. Blades shall not be greater than 9 inches. Dampers shall
be not less than 18 gage steel.
9. Motor operated dampers shall be furnished by temperature control
manufacturer as part of temperature control equipment and shall
conform to requirements of Section 23 0900: HVAC Instrumentation
and Controls.
10. Dampers shall be provided with accessible operating mechanisms.
Where operators are exposed in finished portions of building,
CITY OF NEWPORT BEACH 26 3000 - 9 Drawing No. -
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operators shall be chromium -plated with exposed edges rounded.
Splitter dampers are not permitted unless specified and reviewed by
the ARCHITECT.
11. Dampers shall not be installed in combustion air ducts.
12. Access panels shall be installed for access at each damper's
operating mechanism.
3.10 FLEXIBLE DUCT RUNOUTS
A. Runouts from branches, risers or mains to air terminal units and outlets may
be pre -insulated, factory fabricated flexible ducts complying with NFPA 90A.
Flexible ductwork shall not exceed 7 feet in length unless otherwise
identified on plans. When required to suspend flexible ducts, furnish
hangers of type recommended by manufacturers of pre -insulated flexible
duct and install at intervals recommended. Method of attachment to other
components of air distribution system for a vapor -tight joint shall be in
accordance with printed instructions of flexible duct manufacturer. Bend
radius shall be 1-1/2 times diameter of duct, measured from centerline.
Bends greater than 90-degree angle are not permitted. Non-metallic flexible
duct shall be permitted only in T-bar suspended ceilings.
3.11 DUCT HANGERS AND SUPPORTS
A. Exposed or easily accessible ductwork: All exposed ducts shall be
supported by all -thread Rod as a single hanger and or a trapeze support for
rectangular duct work in accordance with requirements of the latest edition
of the HVAC Duct Construction Standards — Metal and Flexible of
SMACNA.
B. Non -accessible ductwork: Non -exposed and hidden from sight during
regular school operations ductwork, rigid round, rectangular, and flat oval
metal ducts, shall be installed with support systems conforming to SMACNA
Standards.
C. Where ducts are installed one above the other, they shall be individually
supported on a trapeze of steel angles with 3/8 inch supporting steel rods
securely fastened to overhead construction. A minimum distance of 3
inches shall be maintained between ducts wherever possible, but in no
event shall distance be less than 2 inches. Minimum sizes of steel angles
shall be 1 '/2-inch by 1 '/2-inch by 1/8 inch for duct sizes through 60 inches in
greatest dimension, 2-inch by 2-inch by 1/8 inch for duct sizes 61 inches
through 84 inches, 2-inch by 2-inch by 3/16 inch for duct sizes 85 inches
through 96 inches, and 2-inch by 2-inch by 1/4 inch for duct sizes over 97
inches.
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D. Ducts six square feet area and greater and or minimum 28" round or
greater shall be seismically restrained. Refer to Division 23.
E. Hangers shall not be supported by, or fastened to,
including blocking. Toggle or Molly type bolts are
ducts shall be supported maximum at every 6'.
END OF SECTION
non-structural members
not permitted. Flexible
CITY OF NEWPORT BEACH 26 3000 -11 Drawing No. -
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HVAC DUCTS AND CASINGS
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Metal ductwork.
2. Air turning devices.
3. Flexible duct connections.
4. Volume control dampers.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found in
other Documents.
C. Related Sections-
1 . Section 23 0500 - Common Work Results for HVAC
2. Section 23 0593 - Testing, Adjusting and Balancing for HVAC
3. Section 23 0700 - HVAC Insulation
4. Section 23 3713 - Diffusers Registers and Grilles
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A 36 - Structural Steel.
2. ASTM A 90 - Weight of Coating on Zinc -Coated (Galvanized) Iron or Steel
Articles.
3. ASTM A 167 - Stainless and Heat -Resisting Chromium -Nickel Steel Plate,
Sheet and Strip.
4. ASTM A 480 - General Requirements for Flat -Rolled Stainless and Heat -
Resisting Steel Plate, Sheet and Strip.
5. ASTM A 653 - Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy
Coated (Galvannealed) by the Hot -Dip Process.
6. ASTM A 568 Steel, Sheet, Carbon, and High -Strength, Low -Alloy, Hot -
Rolled and Cold -Rolled.
B. American Welding Society (AWS):
1. AWS D9.1 - Welding of Sheet Metal.
C. National Fire Protection Association (NFPA):
1. NFPA 90A - Installation of Air Conditioning and Ventilating Systems.
2. NFPA 90B - Installation of Warm Air Heating and Air Conditioning Systems.
CITY OF NEWPORT BEACH 23 3100 -1 Drawing No. -
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HVAC DUCTS AND CASINGS
3. NFPA 91 - Installation of Blower and Exhaust Systems for Dust, Stock and
Vapor Removal or Conveying.
4. NFPA 96 - Installing of Equipment for the Removal of Smoke and Grease -
Laden Vapors from Commercial Cooking Equipment.
D. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
1. SMACNA - HVAC Air Duct Leakage Test Manual.
2. SMACNA - HVAC Duct Construction Standards - Metal and Flexible.
E. Underwriters Laboratories, Inc. (UL):
1. UL 181 - Factory -Made Air Ducts and Connectors.
1.3 SYSTEM DESCRIPTION
A. Performance Requirements: No variation of duct configuration or sizes permitted
except by written permission. Size round ducts installed in place of rectangular
ducts in accordance with ASHRAE table of equivalent rectangular and round
ducts.
1.4 SUBMITTALS
A. Division 1 - Submittal Procedures: Procedures for submittals.
1. Product Data:
a. Duct materials, duct liner, duct connectors, and flexible duct.
b. Factory or shop manufactured assemblies including volume control
dampers. Include electrical characteristics and connection
requirements.
2. Project Record Documents: Accurately record the following:
a. Actual locations of ducts and duct fittings.
b. Record changes in fitting location and type.
C. Show additional fittings used.
d. Actual locations of access doors, test holes, and fire dampers.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with SMACNA - HVAC Duct Construction Standards
- Metal and Flexible.
B. Qualifications-
1. Manufacturer: Company specializing in manufacturing Products specified
with minimum 5 years documented experience.
2. Installer: Company specializing in performing the Work of this Section with
minimum 5 years documented experience.
CITY OF NEWPORT BEACH 23 3100 - 2 Drawing No. -
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HVAC DUCTS AND CASINGS
C. Regulatory Requirements: Construct ductwork to NFPA 90A. NFPA 90B, and
NFPA 96 standards.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect
Products.
B. Protect dampers from damage to operating linkages and blades.
1.7 PROJECT CONDITIONS OR SITE CONDITIONS
A. Jobsite Requirements-
1. Do not install duct sealants when temperatures are less than those
recommended by sealant manufacturers.
2. Maintain temperatures during and after installation of duct sealants.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Environmental Impact:
1. Indoor Air Quality: Install insulation so that unfaced fiberglass and mineral
fiber insulation are not in the interior of the ductwork.
PART 2 - PRODUCTS
2.1 DUCTS
A. Galvanized Steel Ducts: ASTM A653 having zinc coating in conformance with
ASTM A90.
B. Steel Ducts: ASTM A569 and A568.
C. Flexible Ducts:
1. Manufacturers:
a. Anco Products Inc.
b. Hart & Cooley.
C. Tuttle & Bailey.
d. Or equal.
2. UL Labeled, black polymer film supported by helically wound spring steel
wire.
3. Pressure Rating: 4 inches WG positive and 0.5 inches WG negative.
CITY OF NEWPORT BEACH 23 3100 - 3 Drawing No. -
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HVAC DUCTS AND CASINGS
4. Maximum Velocity: 4000 fpm.
5. Temperature Range: -20 degrees F to 175 degrees.
D. Insulated Flexible Ducts:
1. Manufacturers:
a. Anco Products Inc.
b. Hart & Cooley.
C. Tuttle & Bailey
d. Or equal.
2. Black polymer film supported by helically wound spring steel wire; fiberglass
insulation; aluminized vapor barrier film.
3. Pressure Rating: 4 inches WG positive and 0.5 inches WG negative.
4. Maximum Velocity: 4000 fpm.
5. Temperature Range: -20 degrees F to 175 degrees F.
E. Stainless Steel Ducts: ASTM A 167, Type 304.
F. Fasteners: Rivets, bolts, or sheet metal screws.
G. Sealant:
1. Manufacturers:
a. Duro Dyne Corporation, Farmingdale, NY (800) 899-3876.
b. H.B. Fuller Co, St. Paul, MN (888) 423-8553.
C. Hardcast, Inc, Wylie, TX (800) 527-7092.
d. Or equal.
2. Non -hardening, water resistant, fire resistive, compatible with mating
materials; liquid used alone or with tape, or heavy mastic.
H. Hanger Rod: ASTM A36; steel threaded both ends, threaded one end, or
continuously threaded.
2.2 AIR TURNING DEVICES/EXTRACTORS
A. Manufacturers:
1. Semco, Inc, Columbia, MO (888) 473-6264.
2. Metal -Fab, Inc, Wichita, KS (800) 835-2830.
3. United McGill Corp, Groveport, OH (614) 836-9981.
4. Or equal.
B. Multi -blade device with blades aligned in short dimension; steel or aluminum
construction; with individually adjustable blades, mounting straps.
CITY OF NEWPORT BEACH 23 3100 - 4 Drawing No. -
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HVAC DUCTS AND CASINGS
2.3 FLEXIBLE DUCT CONNECTIONS
A. Manufacturers:
1. Ductmate Industries, Inc, East Monongahela, PA (800) 245-3188.
2. Ruskin Manufacturing, Kansas City, MO (816) 761-7476.
3. Semco Inc, Columbia, MO (888) 473-6264.
4. Or equal.
B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards -
Metal and Flexible, and as indicated.
C. Connector: Fabric crimped into metal edging strip.
1. Fabric: UL listed fire -retardant neoprene coated woven glass fiber fabric to
NFPA 90A, minimum density 30oz per sq. yd.
2. Net Fabric Width: Approximately 3 inches wide.
3. Metal: 3 inches wide, 24 gage thick galvanized steel.
2.4 VOLUME CONTROL DAMPERS.
A. Manufacturers-
1 . Louvers and Dampers, Inc, Florence, KY (606) 647-2299.
2. Prefco Products, Inc, Buckingham, PA (800) 437-6653.
3. Ruskin Manufacturing, Kansas City, MO (816) 761-7476.
4. Or equal.
B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards -
Metal and Flexible, and as indicated.
C. Splitter Dampers-
1. Material: Same gage as duct to 24 inches size in either direction, and two
gages heavier for sizes over 24 inches.
2. Blade: Fabricate of double thickness sheet metal to streamline shape,
secured with continuous hinge or rod.
3. Operator: Minimum 1/4-inch diameter rod in self aligning, universal joint
action, flanged bushing with set screw.
D. Single Blade Dampers: Fabricate for duct sizes up to 6 x 30 inch.
E. Multi -Blade Damper: Fabricate of opposed blade pattern with maximum blade
sizes 8 x 72 inch. Assemble center and edge crimped blades in prime coated or
galvanized channel frame with suitable hardware.
F. End Bearings: Except in round ductwork 12 inches and smaller, provide end
bearings. On multiple blade dampers, provide oil -impregnated nylon or sintered
bronze bearings.
CITY OF NEWPORT BEACH 23 3100 - 5 Drawing No. -
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HVAC DUCTS AND CASINGS
G. Quadrants:
1. Provide locking, indicating quadrant regulators on single and multi -blade
dampers.
2. On insulated ducts mount quadrant regulators on stand-off mounting
brackets, bases, or adapters.
3. Where rod lengths exceed 30 inches provide regulator at both ends.
2.5 DUCTWORK FABRICATION
A. Fabricate and support in accordance with SMACNA HVAC Duct Construction
Standards - Metal and Flexible, and as indicated. Provide duct material, gages,
reinforcing, and sealing for operating pressures indicated.
B. Construct T's, bends, and elbows with radius of not less than 1-1/2 times width
of duct on centerline. Where not possible and where rectangular elbows are
used, provide turning vanes.
C. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever
possible; maximum 30 degrees divergence upstream of equipment and 45
degrees convergence downstream.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
1. Verify that electric power is available and of the correct characteristics.
B. Report in writing to State Representative prevailing conditions that will adversely
affect satisfactory execution of the Work of this Section. Do not proceed with
Work until unsatisfactory conditions have been corrected.
C. By beginning Work, Contractor accepts conditions and assumes responsibility for
correcting unsuitable conditions encountered at no additional cost to the State.
3.2 INSTALLATION - DUCTWORK
A. Install in accordance with manufacturer's instructions.
B. Install and seal ducts in accordance with SMACNA HVAC Duct Construction
Standards - Metal and Flexible.
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HVAC DUCTS AND CASINGS
C. Duct Sizes are inside clear dimensions. For lined ducts, maintain sizes inside
lining.
D. Provide openings in ductwork where required to accommodate thermometers
and controllers. Provide pilot tube openings where required for testing of
systems, complete with metal can with spring device or screw to ensure against
air leakage. Where openings are provided in insulated ductwork, install insulation
material inside a metal ring.
E. Locate ducts with sufficient space around equipment to allow normal operating
and maintenance activities.
F. Use crimp joints with or without bead for joining round duct sizes 8 inch and
smaller with crimp in direction of air flow.
G. Use double nuts and lock washers on threaded rod supports.
H. Connect diffusers or light troffer boots to low pressure ducts directly or with 5 feet
maximum length of flexible duct held in place with strap or clamp and tape.
Connect flexible ducts to metal ducts with draw bands plus tape.
J. During construction provide temporary closures of metal or taped polyethylene
on open ductwork to prevent construction dust from entering ductwork system.
K. Install so that unfaced fiberglass and mineral fiber insulation are not in the interior
of the ductwork.
3.3 INSTALLATION - DUCTWORK ACCESSORIES
A. Install accessories in accordance with manufacturer's instructions, NFPA 90A,
and follow SMACNA HVAC Duct Construction Standards - Metal and Flexible.
B. Provide balancing dampers at points on supply, return, and exhaust systems
where branches are taken from larger ducts as required for air balancing. Install
minimum 2 duct widths from duct take -off.
C. Use splitter dampers only where indicated.
D. Provide balancing dampers on duct take -off to diffusers, grilles, and registers,
regardless of whether dampers are specified as part of the diffuser, grille, or
register assembly.
CITY OF NEWPORT BEACH 23 3100 - 7 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 31 00
HVAC DUCTS AND CASINGS
3.4 CLEANING
A. Clean duct system and force air at high velocity through duct to remove
accumulated dust. To obtain sufficient air, clean half the system at a time.
Protect equipment which may be harmed by excessive dirt with temporary filters,
or bypass during cleaning.
END OF SECTION
CITY OF NEWPORT BEACH 23 3100 - 8 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3713
DIFFUSERS, REGISTERS AND GRILLES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Diffusers.
2. Registers/grilles.
3. Residential range hoods.
B. Related Sections:
1. Section 09 9100 - Painting: Painting of ductwork visible behind outlets and
inlets.
1.2 REFERENCES
A. Air Diffusion Council (ADC):
1. ADC 1062 - Certification, Rating and Test Manual.
B. Air Movement and Control Association (AMCA):
1. AMCA 500 - Test Method for Louvers, Dampers and Shutters.
C. Air Conditioning and Refrigeration Institute (ARI):
1. ARI 650 - Air Outlets and Inlets.
D. American Society of Heating, Refrigerating and Air Conditioning Engineers
(ASHRAE):
1. ASHRAE 70 - Method of Testing for Rating the Air Flow Performance of
Outlets and Inlets.
E. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
1. SMACNA - HVAC Duct Construction Standard - Metal and Flexible.
F. National Fire Protection Association (NFPA)-
1 . NFPA 70 - National Electrical Code.
2. NFPA 90A - Installation of Air Conditioning and Ventilating Systems.
1.3 SUBMITTALS
A. Procedures for submittals.
1. Product Data: Provide data for equipment required for this project.
Review outlets and inlets as to size, finish, and type of mounting prior to
CITY OF NEWPORT BEACH 23 3713 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3713
DIFFUSERS, REGISTERS AND GRILLES
submission. Submit schedule of outlets and inlets showing type, size,
location, application, and noise level.
1.4 QUALITY ASSURANCE
A. Test and rate air outlet and inlet performance in accordance with ADC
Equipment Test Code 1062 and ASHRAE 70.
B. Test and rate louver performance in accordance with AMCA 500.
C. Qualifications
1. Manufacturer: Company specializing in manufacturing the Products
specified in this section with minimum three years documented
experience.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering
Products which may be incorporated in the Work include the following-
1 . Titus.
2. Ruskin.
3. Tuttle & Bailey
4. Or equal.
2.2 SQUARE CEILING DIFFUSERS (TITUS MCD)
A. Type: Square, fabricated assemblies, modular core diffuser to discharge air in
adjustable patterns.
B. Frame: Surface mount, Snap -in, Inverted T-bar, or Spline type as scheduled on
plans.
C. Fabrication: Steel or Aluminum with baked enamel, "off-white" finish.
D. Accessories: Opposed blade damper adjustable for removal of Core. Only if
specifically shown on drawings.
E. Insulation: Back plate covered with glass fiber insulation with an aluminum foil
vapor barrier to prevent harmful effects of condensation.
CITY OF NEWPORT BEACH 23 3713 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3713
DIFFUSERS, REGISTERS AND GRILLES
2.3 SUPPLY REGISTERS (TITUS 300L)
A. Type: Streamlined blades, 3/4-inch minimum depth, 3/4-inch maximum
spacing, with adjustable double deflection blades, with long blades front.
B. Frame: 1-1/4-inch margin with concealed mounting.
C. Fabrication: Steel with 20 gage minimum frames and 22 gage minimum blades,
steel and aluminum with 20 gage minimum frame, or aluminum extrusions, with
factory baked enamel, "off-white" finish.
D. Damper: Integral, gang -operated, parallel blade type with protruding tab
operator, operable from face.
E. Insulation: Back plate covered with glass fiber insulation with an aluminum foil
vapor barrier to prevent harmful effects of condensation.
2.4 CEILING EXHAUST REGISTERS/GRILLES (TITUS 300L)
A. Type: Streamlined blades, 3/4-inch minimum depth, 3/4-inch maximum
spacing, with blades set at 45 degrees, short side front.
B. Frame: 1-1/4-inch margin with concealed mounting.
C. Fabrication: Steel with 20 gage minimum frames and 22 gage minimum blades,
steel and aluminum with 20 gage minimum frame, or aluminum extrusions, with
factory baked enamel, "off-white" finish.
D. Damper: Integral, gang -operated, opposed blade type with removable key
operator, operable from face where not individually connected to exhaust fans.
E. Insulation: Back plate covered with glass fiber insulation with an aluminum foil
vapor barrier to prevent harmful effects of condensation.
2.5 CEILING GRID CORE RETURN GRILLES (TITUS 50NT)
A. Type: Fixed grilles of 1/2 x 1/2 x 1/2-inch louvers.
B. Fabrication: Steel grid with factory baked enamel, "off-white" finish.
C. Insulation: Back plate covered with glass fiber insulation with an aluminum foil
vapor barrier to prevent harmful effects of condensation.
CITY OF NEWPORT BEACH 23 3713 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 3713
DIFFUSERS, REGISTERS AND GRILLES
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Coordinate location of outlets and inlets with Architectural reflected ceiling plan
and make necessary adjustments in position to conform with architectural
features, symmetry, and electrical lighting arrangement.
C. Install diffusers to ductwork with air tight connection.
D. Provide balancing dampers on duct take -off to diffusers, and grilles and
registers, despite whether dampers are specified as part of the diffuser, or grille
and register assembly.
E. Paint ductwork visible behind air outlets and inlets matte black. Refer to Section
099100.
END OF SECTION
CITY OF NEWPORT BEACH 23 3713 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 5732
HVAC EQUIPMENT
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Packaged Rooftop Air Conditioning Unit (AC).
2. Split system Air Conditioning Unit (F / CC / CU).
3. Split system Heat Pump — ductless (FC / CU).
4. Roof Ventilator (EF)
5. Ceiling Cabinet Exhaust Fan (EF)
6. Filtered Supply Fan (SF).
7. Unit Heater (UH).
B. Related Documents: The Contract Documents, as defined in Section 01 10 00 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other Documents.
C. Related Sections:
1. Division 23 - Heating, Ventilation, and Air Conditioning
2. Division 26 - Electrical
1.2 REFERENCES
A. ARI 210 - Unitary Air Conditioning Equipment
B. NFPA 70 - National Electrical Code
C. NFPA 90A - Installation of Air Conditioning and Ventilation Systems.
D. UL 465 - Central Cooling Air Conditioners
1.3 DEFINITIONS
A. Packaged Rooftop Air Conditioning Unit (AC): Single -packaged, self-contained,
factory -assembled, pre -wired unit consisting of cabinet and frame, evaporator
fan, evaporator -coil, gas -fired furnace, condenser coil, condenser fan,
compressor, controls and filters in draw -through air flow configuration.
B. Split System Air Conditioner (F / CC / CU): Multi -component packaged, self-
contained, factory -assembled, pre -wired unit for field assembly consisting of
cabinets and frames, evaporator fan, evaporator -coil, fuel -fired furnace,
CITY OF NEWPORT BEACH 26 5732 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 5732
HVAC EQUIPMENT
condenser coil, condenser fan, compressor, controls and filters in draw -through
air flow configuration.
C. Ductless Split System Heat Pump (FC / CU): Multi -component packaged, self-
contained, factory -assembled, pre -wired unit for field assembly consisting of
cabinets and frames, evaporator fan, evaporator -coil, heat -pump, condenser
coil, condenser fan, compressor, controls and filters in draw -through air flow
configuration.
D. Roof Ventilator Exhaust Fan (EF): Spun aluminum shroud, curb -mounted unit,
consisting of motor and fan on mounts, wiring and terminations, for rooftop
installation.
E. Ceiling Cabinet Exhaust Fan (EF): Ceiling -mounted cabinet, consisting of motor
and fan on mounts, wiring and terminations, in -line installation.
F. Filtered Supply Fan (SF): Curb -mounted unit, consisting of motor and fan on
mounts, wiring and terminations, serviceable filter for rooftop installation.
G. Unit Heater: Self-contained, factory -assembled, pre -wired unit consisting of
cabinet and frame, gas -fired furnace, controls and filters in draw -through air
flow configuration.
1.4 SUBMITTALS
A. Section 01 6000 — Product Requirements, Product Data, and Samples:
Procedures for submittals.
1. Product Data: Provide product data for manufactured Units. Indicate
performance capacities, energy -efficiency ratings and electrical
characteristics.
2. Shop Drawings: Provide shop drawings for manufactured Units. Indicate
refrigerant pipe connections, ductwork connections, filter size and
quantity, condensate drain connection, thermostatic valves, temperature
controls connections and electrical rough -in connections with electrical
characteristics and connection requirements.
3. Assurance/Control Submittals:
a. Certificates: Manufacturer's certificate that Products meet
or exceed specified requirements.
b. Qualification Documentation: Submit documentation of
experience indicating compliance with specified
qualification requirements.
B. Section 01 7704 — Closeout Procedures and Training: Procedures for closeout
submittals.
1. Project Record Documents: Accurately record the following:
a. Plan view of installed location of Units
b. Elevation or section view of installed Units.
2. Warranty: Submit written minimum five (5) years warranty to include
coverage for refrigeration compressors condenser and evaporator with
CITY OF NEWPORT BEACH 26 5732 - 2 Drawing No. -
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OFFICE RENOVATION
SECTION 23 5732
HVAC EQUIPMENT
forms completed in Owner name and registered with manufacturer as
specified in this Section.
3. Extra Products: Submit extra products as specified in this Section.
4. Operating instruction: Document training by furnishing a sign -in sheet with
a description of the training provided instructors name and organization,
and those who received training. Refer to 01780 1.3, 1.4, and 1.5 for more
specific training
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products specified
with minimum five (5) years documented experience.
2. Installer: Company specializing in performing the Work of this Section
with minimum five (5) years documented experience.
B. Regulatory Requirements:
1. Products Requiring Electrical Connection: Listed and classified by
Underwriters' Laboratories, Inc., as suitable for the purpose specified and
indicated.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 — Product Requirements: Transport, handle, store, and protect
Products.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with protect requirements, manufacturers offering
Products which may be incorporated in the Work include the following:
1. Split system Air Conditioning Unit (F / CC / CU).
a. Carrier.
b. York.
C. Approved equal.
2. Split system Heat Pump — ductless (FC / CU).
a. Mitsubishi.
b. Fujitsu.
C. Daikin
d. Approved equal.
CITY OF NEWPORT BEACH 26 5732 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 5732
HVAC EQUIPMENT
3. Roof Ventilator (EF).
a. Cook.
b. Greenheck.
C. Approved equal.
4. Ceiling Cabinet Exhaust Fan (EF)
a. Cook.
b. Greenheck.
C. Approved equal.
5. Filtered Supply Fan (SF).
a. Cook.
b. Greenheck.
C. Approved equal.
6. Unit Heater (UH).
a. Reznor.
b. Greenheck.
C. Approved equal.
B. Section 01 6000 — Product Requirements: Product options and substitutions.
Substitutions: Permitted providing equal quality and performance, and as
agreed to by Engineer.
2.2 MATERIALS
A. Grade of equipment as manufactured by respective manufacturer's, for
products as identified herein and on drawings, and for performances and
capacities and efficiencies as scheduled, and with accessories, options,
ancillaries, and trim as noted.
B. Provide additional hardware as required for complete operating system as
identified on plan.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that roof is ready to receive work and opening dimensions are as
indicated on shop drawings.
B. Verify that proper power supply is available.
C. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
D. Report in writing to Owner prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
CITY OF NEWPORT BEACH 26 5732 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 23 5732
HVAC EQUIPMENT
until unsatisfactory conditions have been corrected. By beginning Work,
Contractor accepts conditions and assumes responsibility for correcting
unsuitable conditions encountered at no additional cost to the Owner.
3.2 INSTALLATION
A. Mount equipment and hardware with exterior components to provide water -tight
installations.
B. Install equipment level and square and plumb and in accordance with
manufacturer's instructions.
C. Provide ancillaries and trim as required for complete system operation, to
include refrigerant piping, control wiring and cable, et al.
3.3 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field testing and inspection.
B. Operating Instruction
1. Provide on -site instruction to review the operation of the system and detail
any common troubleshooting or maintenance that is required to ensure
normal operation.
2. Provide one complete set of equipment operating, installation, and
programming manuals that will remain at the installed location.
END OF SECTION
CITY OF NEWPORT BEACH 26 5732 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0500
ELECTRICAL
PART 1 - GENERAL
1.1 SCOPE
A. Provide all electrical work for a complete and operable system as shown
on the drawings and as specified in this section including, but not limited
to the following-
1. Branch circuit -wiring system including wiring devices, wiring,
conduit, pull boxes and equipment connections.
2. Lighting system including light fixtures, lamps, ballasts, required
mounting hardware, and occupancy sensors.
3. Adjustment and test of the electrical work.
4. Guarantee.
1.2 QUALITY ASSURANCE
A. All products and equipment herein specified or indicated on the drawings
shall be new with UL label and in compliance with the California Electrical
Code, state and local codes. Materials for similar use shall be of the
same type and manufacture.
B. All work and materials shall be installed per the governing authorities.
Nothing in the plans or specifications shall be deemed as permission to
violate these codes or authorities and the Contractor shall be held
responsible for any work, which is not accepted. Violations shown on the
plans are to be brought to the attention of the Electrical Engineer before
work is done.
1.3 SITE VISITATIONS: Prior to the submission of the bid, the Contractor shall visit
the site and make a thorough examination of the existing conditions and thereby
include allowances for this work in this bid.
1.4 PERMITS AND LICENSES: Contractor shall pay for and obtain all necessary
permits, inspections, insurance and licenses required for the Electrical work.
Deliver certificates for all permits and inspections to the Architect.
1.5 COORDINATION: Contractor to coordinate the Electrical work with other
trades. Review drawings and specifications of all equipment requiring electrical
connections prior to installation of the electrical system. Verify space,
ventilation and clearances required to install electrical equipment. Exact
locations of lights and wiring devices are shown on architectural drawings.
1.6 SUBMITTALS: Within thirty (30) days after award of contract, submit to the
Architect six (6) sets of shop drawings consisting of product data sheets for light
fixtures, receptacles, switches, plates, wiring devices, and material list.
CITY OF NEWPORT BEACH 26 0500 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0500
ELECTRICAL
Submittals not to include substitutions or deviations from the materials or
methods specified unless prior approval has been given in writing. Make all
submittals at one time in booklet form.
1.7 SUBSTITUTIONS: Where manufacturer's name and catalog number are called
out, the phrase "or approved equal" can be assumed except the burden of
proving equality is on the bidder.
1.8 DRAWINGS: During progress of work maintain a record of changes made on
plans and "as -built" locations of buried conduits and ducts. On completion,
present a professionally done reproducible drawing to the Architect.
1.9 VERIFICATION OF DIMENSIONS: All scaled and figured dimensions are
approximate and are given for estimating purposes only. Where apparatus and
equipment have been taken from typical equipment of the class indicated and
before proceeding with the work, the Contractor shall carefully check and verify
all dimensions and sizes and shall assume all responsibility for the fitting of his
materials and equipment to other parts of the equipment and to the structure.
1.10 LOCATION: Prior to rough -in, minor adjustments to outlet locations may be
made without additional compensation.
1.11 PROTECTION OF FINISH: Fully protect all finished parts during the progress
of the work and until final completion.
1.12 GUARANTEE: All electrical work and equipment (except lamps) shall be
guaranteed for one year from the date of acceptance on Contractor's letterhead
and turned over to the Owner at the completion and final acceptance of the job.
PART 2 - PRODUCTS
2.1 CIRCUIT BREAKERS: Circuit breakers shall be bolt -on molded -case type with
thermal magnetic trips. Provide with rated voltage, frame size, number of poles
and trip setting as shown. NEMA interrupting capacity shall be 10,000 AIC at
120/208 volts or series rated 65,000 AIC at 277/480 volts, unless otherwise
noted. Match existing.
2.2 CONDUIT: Conduit shall be rigid steel galvanized IMC for underground,
exposed up to +5'-0" or in damp locations. No running threads will be permitted.
Galvanized EMT shall be used in dry concealed locations and exposed above
+5'-0". EMT connectors shall be watertight compression type. Galvanized
flexible conduit shall be used only for motor and fixture connections in lengths
not to exceed 6'. Conduits penetrating the roof are to be flashed and counter
flashed. PVC schedule 40 may be used under floor slabs or underground with
ground wire. PVC underground to have 24-inch cover. Install fittings, special
CITY OF NEWPORT BEACH 26 0500 - 2 Drawing No. -
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SECTION 26 0500
ELECTRICAL
devices and material, which may be required for the proper installation of the
conduit system.
2.3 CONDUCTORS: Conductors shall be 600-volt insulation type THHN/THWN
copper. Conductors AWG #10 and smaller shall be solid, AWG #8 and larger to
be stranded.
2.4 SPLICES: Splices on conductors #8 or smaller shall be Scotchlock spring
connectors and for larger size cables use solderless connectors.
2.5 RECEPTACLES: Receptacles, 120-volt duplex grounding type, shall be
specification grade 15-amp Leviton #5261-I. Where indicated WP install
weatherproof gasket cover, mounted on FS box. Provide ground fault circuit
interrupters where required by code. Dedicated receptacles shall be 20 amp,
Leviton #5362-I.
2.6 LIGHT SWITCHES: Switches shall be toggle type specification grade 120/277
volts AC Leviton #1201-21 and #1203-21 for 3-way.
2.7 LIGHTING FIXTURES: Furnish and install complete with lamps, ballasts and
required mounting hardware is specified on plans. Prior to ordering fixtures,
verify mounting methods and finishes.
2.8 LAMPS: Lamps shall be as shown on the fixture schedule. Provide lamps
suitable for the use intended.
2.9 GROUND FAULT CIRCUIT INTERRUPTER (GFCI): Provide GFCI circuit
breakers or outlets according to the National Electrical Code Section 210 (2)
and (3), 210-8, and such ground fault circuit interrupter protection may be
provided for other circuits, locations and occupancies, and where used, will
provide additional protection against line -to -ground shock hazards.
PART 3 - EXECUTION
3.1 GENERAL:
A. The Electrical Drawings, which constitute an integral part of this contract,
serve as the working drawings and indicate the general layout of the
electrical systems. Field verifications of locations on plans are directed
by field conditions. Check the Architectural, Structural and Mechanical
Plans to avert possible installation conflicts and include all resulting cost
in the bid.
B. Discrepancies between different plans, between plans and actual field
conditions, or between plans and specifications shall be promptly brought
to the attention of the Electrical Engineer for clarification or decision.
CITY OF NEWPORT BEACH 26 0500 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0500
ELECTRICAL
Appurtenances and wiring not specifically indicated or referred to, but
which are common to complete and operable electrical systems, shall be
included in the bid.
C. Each empty conduit shall include a pull cord. All pull cords shall have a
minimum diameter of 1/4" and a minimum average tensile strength of
1100 pounds. It shall be yellow in color. A contrasting tracer color may
be included to identify the manufacturer. Flat braid is not acceptable.
3.2 INSTALLATION: Installation of materials and equipment shall be in strict
accordance with manufacturer's recommendations, instructions, and industry
standards, as indicated on the drawings and as specified herein. Provide all
mounting facilities for securing or hanging fixtures, equipment and outlets to the
satisfaction of the Engineer. Details shown on the plans are for the purpose of
establishing the extent and general methods required. Provide all sleeves,
inserts, expansion joints, vibration fitting, etc. Provide storage facilities and
protect all work, materials and equipment from damage during process of work.
Materials and equipment shall not be stored exposed to weather. Replace all
damaged or defective work, materials and equipment without additional cost to
the Owner.
3.3 CONDUIT AND WIRING: All conduit and wiring shall be installed concealed in
walls, above ceilings and below floor slabs or exposed in accordance with
applicable regulations and the Electrical Drawings. All penetrations of fire -rated
walls or ceilings to be coordinated with Owner. Conduit runs are shown
diagrammatically. Exact routing and location of the equipment to be determined
in the field.
3.4 MOISTURE PROTECTION: Where required by regulations, all electrical
devices in the spray radius of sprinklers shall be installed with weatherproof
enclosures in compliance with these regulations.
3.5 GROUNDING: All metallic conduits, supports and enclosures shall be
grounded in compliance with the National Electrical Code. Grounding
bushings shall be used wherever conduits are required to be grounded.
3.6 TESTING: All new circuits shall be tested for short and open circuit to ground
with a megger. Resistance to ground shall be in compliance with the
requirements of the National Electrical Code. Furnish all necessary labor,
instruments and equipment required for making tests to demonstrate that the
operation of the system is in accordance with the intent of the contract
documents. Also perform a complete "in service" operation of the entire
electrical system to the full satisfaction of the Owner.
END OF SECTION
CITY OF NEWPORT BEACH 26 0500 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0503
EQUIPMENT WIRING CONNECTIONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes electrical connections to equipment.
B. Related Sections: 26 0500 Common Work Results for Electrical
1.2 REFERENCES
A. National Electrical Manufacturers Association:
1. NEMA WD 1 - General Requirements for Wiring Devices.
2. NEMA WD 6 - Wiring Devices -Dimensional Requirements.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit wiring device manufacturer's catalog information showing
dimensions, configurations, and construction.
C. Manufacturer's installation instructions.
1.4 CLOSEOUT SUBMITTALS
A. Section 01 7704 - Closeout procedures and Training.
B. Project Record Documents: Record actual locations, sizes, and configurations of
equipment connections.
1.5 COORDINATION
A. Division 1 - Alteration Project Procedures.
B. Obtain and review shop drawings, product data, manufacturer's wiring diagrams,
and manufacturer's instructions for equipment furnished under other sections.
C. Determine connection locations and requirements.
D. Sequence rough -in of electrical connections to coordinate with installation of
equipment.
CITY OF NEWPORT BEACH 26 0503 -1 Drawing No. -
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SECTION 26 0503
EQUIPMENT WIRING CONNECTIONS
E. Sequence electrical connections to coordinate with start-up of equipment.
PART 2 - PRODUCTS
2.1 CORD AND PLUGS
A. Manufacturers:
1. Carol.
2. Hubbell.
3. Substitutions: Division 1 - Product Requirements. Not Permitted.
B. Attachment Plug Construction: Conform to NEMA WD 1.
C. Configuration: NEMA WD 6; match receptacle configuration at outlet furnished
for equipment.
D. Cord Construction: Type SO multi -conductor flexible cord with identified
equipment grounding conductor, suitable for use in damp locations.
E. Size: Suitable for connected load of equipment, length of cord, and rating of
branch circuit overcurrent protection.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Division 1 - Administrative Requirements: Coordination and project conditions.
B. Verify equipment is ready for electrical connection, for wiring, and to be
energized.
3.2 EXISTING WORK
A. Remove exposed abandoned equipment wiring connections, including
abandoned connections above accessible ceiling finishes.
B. Disconnect abandoned utilization equipment and remove wiring connections.
Remove abandoned components when connected raceway is abandoned and
removed. Install blank cover for abandoned boxes and enclosures not removed.
CITY OF NEWPORT BEACH 26 0503 - 2 Drawing No. -
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SECTION 26 0503
EQUIPMENT WIRING CONNECTIONS
C. Extend existing equipment connections using materials and methods as
specified.
3.3 INSTALLATION
A. Make electrical connections.
B. Make conduit connections to equipment using flexible conduit. Use liquid tight
flexible conduit with watertight connectors in damp or wet locations.
C. Connect heat producing equipment using wire and cable with insulation suitable
for temperatures encountered.
D. Install receptacle outlet to accommodate connection with attachment plug.
E. Install cord and cap for field -supplied attachment plug.
F. Install suitable strain -relief clamps and fittings for cord connections at outlet boxes
and equipment connection boxes.
G. Install disconnect switches, controllers, control stations, and control devices to
complete equipment wiring requirements.
H. Install terminal block jumpers to complete equipment wiring requirements.
Install interconnecting conduit and wiring between devices and equipment to
complete equipment wiring requirements.
3.4 ADJUSTING
A. Section 01 7704 — Closeout Procedures and Training
B. Cooperate with utilization equipment installers and field service personnel during
checkout and starting of equipment to allow testing and balancing and other
startup operations. Provide personnel to operate electrical system and checkout
wiring connection components and configurations.
END OF SECTION
CITY OF NEWPORT BEACH 26 0503 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 05 13
BASIC ELECTRICAL MATERIALS AND METHODS
PART 1 GENERAL
SUMMARY: Furnish materials and perform labor required to execute this work
indicated on the drawings, as specified, and as necessary to complete
the Contract, including, but not limited to, these major items:
A. Examine all other sections for work related to those other sections and
required to be included as work under this section.
B. Make arrangements with the Power and Telephone Companies for
services of power and telephone systems, and pay all fees and charges
levied by them. Notify utility companies when work under this section
commences.
C. Telephone service, including conduits, backboards and grounding per
Telephone Co.'s requirements.
D. Cable Television service, including conduits, cabinets, cabling and
grounding as required by Cable Television Company.
E. Obtain all permits required from all agencies and make arrangements for
all inspections required.
F. Complete power and lighting branch circuit wiring including junction
boxes, pull boxes, outlet boxes, devices, cable supports, grounding
equipment, materials, and equipment for a complete installation.
G. Lighting fixtures and lamps in fixtures see lighting fixtures schedule on
drawings.
H. Complete line and low voltage wiring and connections of HVAC and
plumbing equipment. Provide gutters, disconnect switches, fuses,
relays, time switches, and all auxiliaries.
Power panelboards, transfer switches, feeders, conduit, pull boxes and
all auxiliaries.
Wiring and connections to all electrically operated equipment and
appliances as shown on the drawings.
K. Excavation, backfill, repaving and concrete work to complete the work
under this Section.
L. Special grounding system complete, including ground rods, ground bars,
cables and miscellaneous hardware.
M. Bakelite nameplates.
CITY OF NEWPORT BEACH 26 0513 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 05 13
BASIC ELECTRICAL MATERIALS AND METHODS
N.
Temporary electrical service as needed for all trades during construction
of project.
O.
Conduit, with cables, for the Cable TV system as indicated, including
boxes, cabinets, and miscellaneous hardware and finish plates.
P.
Power for Smoke and Fire Detection System complete, including conduit,
wiring, outlets, fittings and devices.
Q.
Fire Alarm system complete with control panel, annunciator and
including conduit, detectors, devices as indicated and required, wiring,
outlets, fittings.
R.
Construction permits.
S.
Record and "as -built" drawings.
T.
Certificates and warranties.
U.
Owner manuals.
V.
Perform all other work necessary for the complete installation of all
electrical work as herein specified. Refer to the approved electrical plan
set for details.
PART 2 - MATERIALS
2.1 CONDUIT AND RACEWAYS
A.
All shall be provided with fittings and accessories approved for purpose
and equal in all respects to raceway.
B.
Rigid steel conduit shall be hot -dipped galvanized and comply with U.S.
Standard UL6 and ANSI Standard C80.1.
C.
Intermediate steel conduit shall be hot -dipped galvanized and comply
with U.S. Standard 1242.
D.
Electrical metallic tubing (EMT) shall be galvanized on the outside and
coated on the inside with a hard -smooth lacquer finish. EMT fittings shall
be steel compression gland. EMT shall comply with U.L. 797 and ANSI
C80-3.
E. Flexible metallic conduit shall be galvanized steel with steel fittings.
Liquid and moisture tight conduit shall be American Brass with Appleton
"ST" connectors or acceptable equal. Flexible conduit shall be only used
in concealed areas in walls for connection to recessed light fixtures,
motors and transformers.
CITY OF NEWPORT BEACH 26 0513 - 2 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
F. Plastic conduit shall be polyvinyl chloride (PVC) Schedule 40 for direct
burial or Type I for concrete encased, for use with 90°C. Conduits as
manufactured by Carlon, Kraylon, Borg Wagner, Stauffer, Triangle or
acceptable equal.
G. Surface metal raceway shall be Wiremold or Walker -Parkersburg.
Raceways and fittings shall be of one manufacturer and designed for use
together.
H. Wireways shall be hinged cover or screw cover complete with all
necessary manufactured fittings which shall be of one manufacturer.
Wireway shall be Square D square duct or approved equal by G.E., ITE.
Plastic -coated conduit shall be rigid galvanized steel conduit having
a 0.030" minimum thick factory -bonded PVC jacket, using pre -
jacketed couplings as manufactured by Pittsburgh Robroy, Plastic
Applicator, Occidental or approved equal.
2.2 WIRE AND CABLES
A. All shall be new. All conductors #8 AWG and larger, shall be stranded.
Color code all conductors as specified and as prescribed by NEC unless
specified otherwise.
B. Secondary voltage (600 volt or below) cables and wires shall be copper,
unless otherwise indicated on drawings, single conductor rated 600 volts
conforming to or exceeding IPCEA Specifications and shall be as
follows:
In sizes #1/0 AWG to 4/0: Cross -linked polyethylene insulation
type XHHW (75 - 900) or THWN.
2. In sizes 250 MCM and larger: Type RHW/USE or THWN.
3. In sizes #1 AWG and smaller: All conductors shall have
heat/moisture resistant thermoplastic insulation type THW or
THWN (750C), except as follows:
a. Where conduit temperature will exceed 100°F, use type
THHN (900C). Type XHHW (90°C) permissible in dry
locations.
b. In 120-volt incandescent fixtures, type AF (1500C).
C. In wireways of fluorescent lighting fixtures types THW-MTW
(90°C).
d. Handling cord drops and cord connections: Type "SO" cord.
CITY OF NEWPORT BEACH 26 0513 - 3 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
4. Grounding Conductors: Copper Type TW with green integrally -
colored insulation of bare -medium -hard -drawn copper.
5. General Electric, Okonite, Rome or General Cable products are
acceptable.
6. Low Voltage Conductors: Jacketed, approved type, with low smoke
producing characteristics.
2.3 WIRING DEVICES
A. Wall (Local) Switches: Totally enclosed, AC rated, silent type ivory finish
or other finishes on dark colored walls as selected by the Owner.
Switches on emergency circuits shall be red. All switch mounting straps
shall be metal and offer self -grounding or be equipped with a green, hex -
head ground screw. Numbers used below are those of Hubbell.
Equivalent Leviton, Arrow -Hart, Bryant, P & S, Sierra or G.E. are
acceptable.
(1) Single -Pole Switches #RSD1151 15 amps 120 volts
(2) Single -Pole Combination #RCD1011 15amps 120 volts
(3) Single -Pole Combination #RCD1111 15amps 120 volts
Three -Way Switches #RSD3151 15 amps 120 volts
B. Occupancy sensor switch shall be Hubbell RMS1401 passive infrared
sensor or equal by Leviton or Arrow Hart.
C. Receptacles:
Duplex receptacles shall be specification grade, Tamper resistance,
NEMA 5-20R configuration. They shall be capable of being side or
back wired, with clamp type terminals for back wiring and have a
metal mounting strap with self -grounding and a green, hex -head
grounding termination screw. The grounding blades shall be
aligned in such a manner that they are parallel to the longitudinal
plane of the receptacle. Numbers used below are those of Hubbell.
Equivalent Leviton, Arrow -Hart, Bryant, P&S, Sierra, or GE are
acceptable.
Duplex 20A Ivory color #BR201TR
GFI Duplex 20A Ivory color #GF201L
Single Receptacle: # RR2011
2. All receptacles shall have ivory finish.
3. Receptacles on emergency circuits shall be red, except for isolated
CITY OF NEWPORT BEACH 26 0513 - 4 Drawing No. -
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OFFICE RENOVATION
SECTION 26 05 13
BASIC ELECTRICAL MATERIALS AND METHODS
ground receptacles on emergency circuits, which shall be orange
with red cover plates.
D. Device Cover Plates: matching device cover plates by Hubbell, Smooth
nylon with Ivory finish unless otherwise selected by the Owner. Outlets in
mechanical/electrical/utility rooms, and garage shall have stamped steel
cover plates. Color of device plates shall be coordinated with the Owner.
Red plates for receptacles on emergency circuits. Weatherproof cover:
Hubbell # HBL5221
E. Telephone or Data Jacks: shall be RJ45 jacks with Hubbell frame and
multimedia ivory face plate.
F. Television outlet jacks shall be recessed gold "F" connector Hubbell
SFGRFEI with Hubbell frame and multimedia ivory face plate.
G. Special Purpose Receptacles: Provide where shown on drawings.
Specification grade, standard color, and of the appropriate code and
NEMA configuration to match the supply circuit and load involved.
Provide proper grounding through receptacle for equipment.
2.4 OUTLET BOXES, JUNCTION BOXES AND PULL BOXES
A. Outlet Boxes: Hot -dipped galvanized or sherardized of required size, 4"
sq. minimum or octagonal and of depth required for flush mounted
devices and lighting fixtures. Cast -type with gasketed covers for surface -
mounted devices. All outlets for exterior application shall be cast,
weatherproof type with gasket and cast cover plate.
B. Junction and Pull Boxes: Use outlet boxes as junction boxes wherever
possible. Larger junction and pull boxes over 12" in any dimension shall
be fabricated from sheet steel, sized according to code, and have screw -
on covers. All junction boxes shall be accessible.
2.5 WIRE CONNECTORS
A. For wires size #10 AWG and smaller, use Scotchlok or Ideal insulated
pressure type (with live spring) rated 105°C, 600 volts, for building wiring
and 1000 volt in signs or fixtures.
B. For wires size #8 AWG and larger, T & B or equivalent compression type
with 3M #33 tape insulation.
2.6 CONDUIT HANGERS
A. Galvanized steel with special accessories for purpose and adequate to
support load imposed. Support individual conduit 1-1/2" and larger and
all multiple conduit runs with hangers. Clamp conduits individually to
CITY OF NEWPORT BEACH 26 0513 - 5 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
each support.
2.7 SUPPORTS AND HANGERS
A. Wall brackets and ceiling trapeze hangers shall be Binkley, Elcen,
Kindorf, Multi -Frame, Power Strut, or Unistrut.
B. All lighting fixtures and conduits shall be fully braced as required by State
of California Seismic Regulation. Contractor shall be responsible for
bracing design. Provide State of California Registered Structural
Engineer's approval as part of this contract for all electrical equipment
installation.
2.8 FUSES AND CABINET
A. Fuses: Shall be Class K-1 and K-5 of rejection type for 600 amperes
and below and Class L for over 600 amperes. Fuses shall be Bussman
"Limitron" and "Fusetron."
B. Fuse Cabinet -
Surface -mounted steel fuse cabinets shall have a hinged front door
and a flush catch with lock (panelboard type). Each cabinet shall
contain 3 spare fuses of each size and type used in associated
switchgear and safety switches. On front of hinged door, provide
an engraved nameplate with black -white phenolic material screwed
in place reading: "SPARE FUSES".
2. On inside of door provide the following information typewritten and
covered with clear plastic: "Use these spare current -limiting fuses
to replace any fuses of the current -limiting type that have blown.
Replace fuses with ones of similar rating --DO NOT INCREASE
FUSE RATING.
3. In a separate paragraph state name, address and telephone
number of at least 2 distributors located within 80 miles of project
who stock current -limiting fuses. Indicate date (month and year) in
bottom right-hand corner.
2.9 CONDUIT SEALS
A. Conduit passing through concrete walls shall be sealed with Chase -
Foam CTC PR-855. Match fire rating of walls.
PART 3 - EXECUTION
3.01 GENERAL
CITY OF NEWPORT BEACH 26 0513 - 6 Drawing No. -
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OFFICE RENOVATION
SECTION 26 05 13
BASIC ELECTRICAL MATERIALS AND METHODS
A. Electrical system layouts indicated on drawings are generally
diagrammatic, but shall be followed as closely as actual construction and
work of other trades will permit. Govern exact routing of raceways and
locations of outlets by structure and equipment served. Take all
dimensions from architectural drawings.
B. Consult all other drawings. Verify all scales and report any dimensional
discrepancies or other conflicts to the Architect and Engineer before
submitting bid.
C. All home runs to panelboards are indicated as starting from outlet
nearest panel and continuing in general direction of that panel. Continue
such circuits to panel as though routes were completely indicated.
D. Avoid cutting and boring holes through or structural members wherever
possible. Obtain prior approval of the Architect and Engineer, and
conform to all structural requirements when cutting or boring structure is
necessary and permitted.
E. Furnish and install all necessary hardware, hangers, blocking, brackets,
bracing, runners, etc. required for equipment specified under this
Section.
3.02 SLEEVES
A. Where raceways pass through concrete construction, install sleeves
accurately set in place.
B. Have a man present during the pouring of concrete to make sure the
location of sleeves is not disturbed during the pour.
C. Cut all openings for which sleeves are omitted with rotary type drill, or
other method as approved by the Architect and Engineer. Holes cut with
pneumatic hammer will not be accepted.
D. All sleeves through concrete floors shall be pipe sleeves with the top of
sleeves a minimum of 1/2" above finished floor surfaces. Do not utilize
more than one sleeve per pipe. Blockouts for multiple pipes or individual
pipes will not be allowed.
3.03 RACEWAY INSTALLATION
A. Above grade - defined as areas above finished grade for a building
exterior and above top surface of any slabs (or other concrete work on
grade) for a building interior. Provide for waterproofing of all raceways,
outlets, fittings, etc. which penetrate the roof to preserve the
weatherproof integrity of the building. Installation of and materials for
above -grade raceways shall conform with the following:
CITY OF NEWPORT BEACH 26 0513 - 7 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
General - Install all raceways concealed except at surface cabinets,
for motor and equipment connections, in mechanical equipment
rooms, and elsewhere as noted on the drawings. Install a minimum
of 6" from flues, steam pipes or other heated pockets for water -
flashing and counter -flashing or pitch pockets for waterproofing of
all raceways, outlets, fittings, etc. which penetrate roof. Route
exposed raceways parallel or perpendicular to building lines with
right angle turns and symmetrical bends. Raceways in concrete
shall be run in a direct line, and where possible, with long sweep
bends and offsets. Provide sleeves in forms for new concrete
walls, floor slabs and partitions for passage of raceways.
Waterproof all sleeved raceways. Minimum conduit size shall be
1 /2".
a. Provide 5 empty 3/4-inch conduits for each flush -mounted
panelboard into the accessible overhead ceiling space.
b. Provide raceway expansion joints with necessary bonding
conductor at building expansion joints and where required to
compensate for raceway or building thermal expansion and
contraction. Terminate raceways 1-1 /4" and larger with
insulated bushing or rain -tight connections with insulated
throats. Expansion/deflection fittings shall be OZ Gedney type
AXDX or equal.
2. Rigid conduit or intermediate metallic steel conduit shall be installed
in the following above -grade areas:
a. Embedded in above -grade concrete walls and floor slabs.
b. Where exposed to mechanical injury.
C. Where specifically required by the California Electrical Code.
3. Electrical Metallic Tubing (EMT): May be installed in dry areas only
in:
a. Concealed locations in furred or masonry walls or ceilings.
b. Embedded in poured insulating fills.
C. Exposed areas at least 8 feet above floor.
EMT fittings shall be compression type (no die cast fittings
allowed), except provide gland -nut type where embedded.
4. Flexible sealtite metal conduit shall be only used for the following:
a. Makeup of motor, transformer or equipment, and/or raceway
connections where isolation of sound and vibration
transmission is required. For connections in locations
exposed to weather, or in interior locations subject to
moisture, watertight flexible conduit shall be used.
b. Connections to recessed lighting fixtures shall not exceed 6
feet in length.
CITY OF NEWPORT BEACH 26 0513 - 8 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
Lengths of flexible metal conduit shall contain a separate
grounding conductor as outlined under "Grounding" Section of
this Specification. All conduit and fittings shall be steel.
5. Surface raceways, where indicated on drawings, shall be metal and
a size approved for number and size of wires to be installed and
shall be installed in a neat, workmanlike manner, with runs parallel
or perpendicular to walls and partitions. Raceways, elbows, fittings,
outlets and devices shall be of same manufacturer, and designed
for use together.
6. Wireways, where indicated, complete with elbows, tees,
connectors, adapters, etc., with all parts factory fabricated and of
same manufacturer. Communication cable wireway shall be
approved for use in return plenum space.
a. Install communication cables in communication cable
wireway.
B. Below -Grade: Defined as area below finished grade for a building
exterior and below bottom floor slab for a building interior.
1. General: All service and feeders below -grade shall be concrete
encased. Below -grade raceways shall project 2" minimum above
floor or equipment foundation. Install exterior underground
conduits 36" minimum below finished grade. Do not penetrate
waterproof membranes unless proper seals are provided. Conduits
below building slab shall be 12" minimum below bottom of concrete.
Make all penetrations through concrete with rigid plastic -coated
conduit.
2. Non -encased Raceways: Unless specifically noted on drawings for
concrete encasement, provide either of the following raceway
systems for installation below slabs on grade or in earth or gravel.
a. Rigid, heavy -wall, Schedule 40, polyvinyl chloride PVC plastic
conduit, suitable for direct burial. All offsets and 900 ells shall
be rigid plastic -coated conduit.
b. Rigid, galvanized steel conduit having a 0.30" minimum
thickness, factory bonded (PVC Jacket), using pre -jacketed
couplings to provide substantially watertight jacketing system.
3.04 OUTLETS
A. Exact location of outlets and equipment shall be governed by structural
conditions and obstructions or other equipment items. When necessary,
relocate outlets so that when fixtures or equipment are installed, they will
be symmetrically located according to room layout and will not interfere
with other work or equipment. Verify final location of all panels,
CITY OF NEWPORT BEACH 26 0513 - 9 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
equipment, etc. with the Architect. If dimensions are not given, locate
outlets within +6" of location as scaled from drawings.
B. Provide zinc -coated or cadmium -plated sheet steel outlet boxes not less
than 4" octagonal or square, unless otherwise noted. Equip fixture outlet
boxes with 3/8" no -bolt fixture studs. Where fixtures are mounted on or
in an accessible type ceiling, provide a junction box and extend flexible
conduit to each fixture. Outlet boxes in finished ceilings or walls shall be
fitted with appropriate covers, set to come flush with the finished surface.
Where more than one switch or device is located at one point, use gang
boxes and covers unless otherwise indicated. Sectional switch boxes or
utility boxes will not be permitted. Provide tile box or a 4" square box
with tile ring in masonry walls which will not be plastered or furred, or
where "drywall' type materials are applied.
C. Back-to-back outlets in the same wall, or thru-wall type boxes not
permitted. Provide 8" (minimum) long nipple to offset for all outlets
shown on opposite sides of a common wall to minimize sound
transmission.
D. Surface -mounted devices are to be mounted in cast -type boxes with
gasketed covers.
E. Except as otherwise noted, locate outlets and panelboards as follows:
Dimensions given are from finished floor to center line of outlets except
panels. Adjust heights of outlets in masonry walls to correspond with
consistent brick or block course. Outlets in block walls shall be installed
in core of block.
1. Wall switches 48"
2. Convenience outlets, long axis vertical with grounding pole on
bottom 15"
3.
Phone outlets
15"
4.
Panelboards (to top of trim)
6'-6"
5.
Wall -mounted shelf -type pay phone outlet
314"
6.
Fire alarm horns
T-6"
7.
Fire alarm stations
3'-8"
8.
Clock outlets
84"
9.
Data outlets
15"
10.
Wall phone outlets
54"
F. Over counters, benches, special equipment, baseboards, fin tube
radiators, etc. or at wainscoting, outlets shall be at a height (6") to
prevent interferences to service equipment, or as noted on drawings.
3.05 JUNCTION AND PULL BOXES AND CABINETS
CITY OF NEWPORT BEACH 26 0513 -10 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
A. Construct junction or pull boxes not over 150 cubic inches in size as
standard outlet boxes, and those over 150 cubic inches the same as
"Cabinets", with screw covers of same gauge metal. Removable covers
must be accessible at all times. Mount per "Outlets" Section.
B. Provide a standard access panel having a hinged metal door neatly fitted
into a flush metal trim, where a junction box or equipment is located
above non -accessible ceilings or behind finished walls. Coordinate
location and type with the Architect and Engineer.
C. All cabinets shall be set rigidly in place with fronts straight and plumb,
center panelboard interiors in door openings.
D. For ease of identification during maintenance and remodeling, junction
box covers shall be color coded according to the following schedule:
1.
Fire Alarm - Red
2.
Emergency Circuitry - Yellow
3.
Telephone - Green
4.
Televisions - Violet
5.
Computer Data - Blue
6.
277/480V Systems — Orange
3.06 INSTALLATION OF WIRES
A. All wiring shall be routed through an acceptable raceway regardless of
voltage application, unless specified otherwise under other Sections of
these Specifications.
B. Pull no wire into any portion of conduit system until all construction work
which might damage the wire has been completed. Conductors for all
voltages shall be color coded as follows:
1. Wire No. 10 and smaller be factory color coded.
2. Wire No. 8 and larger may be color coded by field color taping of
the entire length of exposed end or 12" of exposed end, whichever
is less.
3. 120/240 volts: Phases: a -black, b-red, c-blue, neutral -white,
ground -green
4. Isolated ground: Green with a white stripe.
C. Change branch circuit wire from #12 AWG to #10 where more than 3
current -carrying conductors are in one conduit.
D. Sizes of conduits, unless specifically shown otherwise, shall be
determined from the National Electrical Code.
E. Install all wire continuous from outlet to outlet or terminal to terminal.
Splices in cables when required shall be made in handholes, pull boxes,
or junction boxes and shall be in strict accordance with cable
CITY OF NEWPORT BEACH 26 0513 -11 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
manufacturer's recommendations utilizing solderless connectors UL
approved for the use.
F. Make up splices in outlet boxes with 8" of correctly color -coded tails left
in box. Splices in wires size #8 AWG and smaller shall be made with
insulated spring type wire connectors, "Scotchlok". Splices in larger wire
and cables shall be made with indent connectors approved for the
purpose. All insulating tape used on circuits of 600 volts and less shall
be 3-M #33 or Plymouth Slipknot Grey.
G. All cables and wires passing through manholes and handholes shall be
full looped inside manhole and handhole and supported on galvanized
steel racks with insulators.
H. Make all ground, neutral and line connections to receptacle and wiring
device terminals as recommended by Manufacturer. Provide ground
jumper from outlet box to ground terminal of receptacle.
Unless otherwise indicated, all wiring for branch circuits shall be #12
AWG protected by 20 ampere circuit breakers. If distance from panel to
first outlet is 75 feet or greater (for 120-volt circuits) or 150 feet or greater
(for 277-volt circuits) No. 10 shall be installed.
J. When two or three fluorescent lighting circuits share a common neutral,
the neutral conductor shall be increased to the next larger wire size.
3.07 SUPPORTS AND HANGERS
A. Support and align all raceways, cabinets, boxes, fixtures, etc. in an
accepted manner and as herein specified. Support raceways on
accepted types of wall brackets, specialty steel clips or hangers, ceiling
trapeze hangers or malleable iron straps. Plumbers perforated straps
not permitted. Do not suspend raceways or equipment from steam,
water or other piping, or ductwork, except use of common supports such
as Unistrut at roof level installed by General Contractor for this purpose.
Provide toggle bolts or expansion (spider type) anchors in hollow
masonry units, lead expansion shields in solid masonry or concrete (or
preferably use pre-set concrete inserts in concrete), machine screws,
bolts or welding on metal surfaces, and wood screws on wood
construction. Note: Malleable nails of proper type may be used to
anchor in wood construction in lieu of screws only where rigid support
will be provided by their use. Use of power -driven studs is prohibited
without express permission.
B. Where suspended ceilings are 24" or less below structure (bar joints,
concrete, etc.), provide independent support from structure for all
raceways. Where a space of over 24" to suspended ceiling occurs,
hangers may be utilized to support conduits of one inch or less trade
CITY OF NEWPORT BEACH 26 0513 -12 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
size.
1. Mount all conduits a minimum of 7" above any accessible type
ceiling, or with spacing as required to permit relocation of recessed
fixtures to any location.
C. Structural and post tensioned concrete members shall not be drilled or
pierced without prior approval.
D. Where outlets are installed in steel stud type systems, provide additional
cross bracing, bridging and/or straps as required to make outlet
completely rigid prior to application of wall facing material.
E. Design hangers and wall brackets so that maximum deflection will be no
greater than 1/8".
3.08 EXCAVATION AND BACKFILL
A. All excavation and backfill required because of this work shall be
included. Excavation of trenches shall be sequenced to minimize "open
time" and inconvenience.
B. Trenches shall be cut straight and true and shall be shored and braced
where required. See other applicable divisions of the specifications - for
specific methods and requirements.
3.09 WIRING DEVICES
A. Install devices of type indicated on drawings. All connections shall be
made up tight and device set plumb. Use care in installing device in
order to prevent damage to device and wire in outlet box.
B. Provide a device plate for each outlet to suit device installed and install
blank plates or covers for conjunction boxes and empty outlets.
3.10 OVERCURRENT PROTECTIVE DEVICES
A. Install fuses where required as a protective device and in conformance
with equipment manufacturer's specified requirements.
3.11 CONCRETE AND CONCRETE WORK
A. Concrete shall conform to requirements of Division 3 Section 03 30 00 in
these Specifications.
3.12 MECHANICAL WIRING AND CONNECTIONS
A. Work by Mechanical Contractor: Provide all motors and heating
equipment included under Divisions 22 and 23. Furnish all control
CITY OF NEWPORT BEACH 26 0513 - 13 Drawing No. -
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BASIC ELECTRICAL MATERIALS AND METHODS
devices which directly handle the full load current of the motor or heating
equipment. Provide all control wiring which does not directly control the
full load motor or heating equipment current. Furnish identification signs
for electrical components of mechanical system.
B. Work by Electrical Contractor: Provide all power feeders and final
connect to all motors and electric heating equipment furnished under
Divisions 22 and 23. Install and wire through all control devices which
directly handle full load motor or electric heating equipment current, such
a magnetic starters, line voltage thermostats, P.E. switches, etc., which
are furnished by mechanical contractor. Locate where shown on the
mechanical drawings. Install identification signs furnished under
Divisions 22 and 23. Provide 120V outlet and dedicated circuit for
control voltage; locate in each mechanical equipment room or area.
Provide disconnects for all mechanical equipment.
3.13 EQUIPMENT CONNECTIONS
A. Provide all final connections for items of equipment including power
feeders and disconnects or receptacles as required. All equipment items
will be furnished and set by others. Confirm with suppliers all rough -in
data such as electrical characteristics, dimensions, locations, type of
connection, etc., prior to installation.
END OF SECTION
CITY OF NEWPORT BEACH 26 0513 -14 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
PART 1 - GENERAL
1.1 SUMMARY
A. Provisions of Division 01 apply to this section.
B. Section Includes: Low -voltage wire, splices, terminations and installation.
1.2 SUBMITTALS
A. Provide in accordance with Division 01.
PART 2-PRODUCTS
2.1 WIRES
A. Wires shall be single conductor type THHN or THWN insulated with
polyvinyl chloride and covered with a protective sheath of nylon, rated at
600 volts. Wires may be operated at 90 degrees C. maximum continuous
conductor temperature in dry locations, and 75 degrees C. in wet locations
and shall be listed by UL Standard 83 for thermoplastic insulated wires,
listed by Underwriter's Laboratories (UL) for installation in accordance with
Article 310 of the California Electrical Code (CEC). Conductors shall be
solid copper for 12 AWG and smaller conductors, and stranded copper for
10 AWG and larger conductors. Conductors shall be insulated with PVC
and sheathed with nylon. Wires shall be identified by surface markings
indicating manufacturer's identification, conductor size and metal, voltage
rating, UL symbol, type designations and optional rating. Indentations for
lettering are not permitted. Wires shall be tested in accordance with the
requirements of UL standard for types THWN, or THHN.
B. Conductors shall be solid Class B or stranded Class C, annealed uncoated
copper in accordance with UL standards, or another Nationally Recognized
Testing Laboratory (NRTL).
2.2 STANDARDS
A. THWN/THHN wires shall comply with the following standards:
1. UL 83 for thermoplastic insulated wires.
2. UL 1063 for machine tool wires and cables.
CITY OF NEWPORT BEACH 26 0519 - 1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
PART 3 - EXECUTION
3.1 INSTALLATION
A. Wires shall not be installed until debris and moisture is removed from
conduits, boxes, and cabinets. Wires stored at site shall be protected from
physical damage until they are installed and walls are completed.
B. Wire -pulling compounds furnished as lubricants for installation of
conductors in raceways shall be compounds approved and listed by UL,
NRTL, or equal. Oil, grease, graphite, or similar substances are not
permitted. Pulling of 2 AWG or larger conductors shall be performed with a
cable pull machine. Any runs shorter than 50 feet are exempt. When pulling
conductors, do not exceed manufacturer's recommended values
C. The Project Inspector will observe installation of feeder cables. Notify the
Project Inspector not less than two working days in advance of the
proposed time of feeder installation.
D. At outlets for light, power, and signal equipment, pigtail splices with 8-inch
circuit conductor leads for connection to fixtures, equipment, and devices.
E. Pressure cable connectors, pre -insulated 3M Scotchlok, Hubbell Power, O-
Z/Gedney or equal, Y, R or B spring -loaded twist -on type, may be furnished
in splicing number 8 AWG or smaller wires for wiring systems; except public
address and telephone systems.
F. Joints, splices, taps, and connections to switchboard neutral, bonding or
grounding conductors, conductors to ground busses, and transformer
connections for wires 6 gage and larger shall be performed with high-
pressure cable connectors approved for installation with copper conductors.
Connectors shall be insulated with heavy wall heat shrink WCSM, or cold -
applied roll-on sleeve RVS. Insulation level shall be a minimum of 600V
and joints, splices, and taps shall be qualified to ANSI C 119.1, UL, NRTL,
or equal listed mechanical pressure connections.
G. Connections to any bussing and high -press cable connectors shall be
securely bolted together with corrosion -resistant plated carbon steel,
minimum grade five machine screws secured with constant pressure -type
locking devices.
H. Connection of any bonding or grounding conductors shall be securely
bolted together with corrosion -resistant plated carbon steel, minimum grade
five machine screws secured with constant pressure -type locking devices.
Wire switchboards, panel cabinets, pull boxes, and other cabinets except
public address, shall be neatly grouped and tied in bundles with nylon ties
CITY OF NEWPORT BEACH 26 0519 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
at 10-inch intervals. In switchboards, panels and terminal blocks, wires
shall be fanned out to terminals. If bundles are longer than 24 inches, a
maximum of nine current carrying conductors may be bundled together.
J. Install conductor lengths with a minimum length within the wiring space.
Conductors must be long enough to reach the terminal location in a manner
that avoids strain on the connecting lug.
K. Maintain the conductor required bending radius.
L. Neutral conductors larger than 6 gage, which are not color identified
throughout their entire length, shall be taped, painted white or natural gray,
or taped white where they appear in switchboards, cabinet, gutters or pull
boxes. Neutral conductors 6 gage and smaller shall be white color identified
throughout their entire length.
M. Fire alarm and clock wiring shall be continuous from terminal cabinets or
from equipment to each device. Splices are not permitted between devices
and/or terminal cabinets at junction and pull boxes. Wiring shall be
terminated at terminal blocks or devices only.
N. Wiring systems shall be free from short circuits and grounds, other than
required grounds. The contractor shall be responsible for the testing of
feeder and branch circuit conductor's insulation resistance. The insulation
of the conductors shall be tested prior to connections to any panelboards,
switchboards, variable frequency drives, lighting control systems, ballasts,
and wiring devices such as but not limited to GFI receptacles, TVSS
receptacles, or equipment. Insulation testing of panelboards and
switchboards shall be independently performed from the insulation testing
of any conductors as specified in other sections of this specification.
1. Utilize the services of an approved independent testing laboratory to
perform megger time -resistance insulation testing of feeder
conductors. Tests must be conducted with wires disconnected at
both ends.
a. Provide calibration program records to assure the testing
instrument to be within rated accuracy. The test equipment
accuracy shall be in accord with the requirements stated by
the National Institute of Standards and Technology (NIST).
b. Test equipment shall be provided with a label stating the date
of last calibration. As a minimum the equipment shall have
been calibrated within the past 12 months.
C. Test reports shall include the following:
1) Identification of the testing organization.
CITY OF NEWPORT BEACH 26 0519 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
3.2
U
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
2) Equipment identification.
3) Ambient conditions.
4) Identification of the testing technician.
5) Summary of project.
6) Description of equipment being tested.
7) Description of tests.
8) Test results.
9) Analysis, interpretation and recommendations.
2. Utilize the services of an approved independent testing laboratory or
a qualified contractor's employee (Technician certified in accordance
with ANSI/NETA ETT-2000 Standard for Certification of Electrical
Testing Personnel) to perform megger time -resistance insulation
testing of branch circuit conductors. Tests must be conducted with
wires disconnected at both ends.
a. Test equipment and report requirements stipulated under
paragraph 3.01.N.1 apply to branch circuit testing.
3. Tests shall be performed in the presence of the Project Inspector.
4. Insulation resistance shall not be less than 100 mega -ohms.
COLOR CODES
General Wiring:
1. Color code conductor insulation as follows:
.SYSTEM VOLTAGE
Conductor
208Y/120
480Y/277
Phase A
Black
Brown
Phase B
Red
Orange
Phase C
Blue
Yellow
Neutral
White
Natural Gray
Neutrals shall be colored -distinguished if circuits of two voltage
systems are used in the same raceway.
2. For phase and neutral conductors 6 gage or larger, permanent
plastic -colored tape may be furnished to mark conductor end instead
of coded insulation. Tape shall cover not less than 2 inches of
conductor insulation within enclosure.
CITY OF NEWPORT BEACH 26 0519 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
3.3
3.4
3.5
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
B. Signal Systems: Wires for signal systems shall be color -coded and installed
under observation of the Project Inspector. Except where otherwise
specified, color -coding shall be as follows:
SYSTEM
COLOR CODE
Clocks
Pink, Gray and Orange
Initiating Devices (Non-
Addressable)
Red (+) and Black (-)
Fire Alarm Strobes
Orange (+) and Blue (-)
Interruptible 24 Volt
Power (4 wire smoke
detectors, duct detectors)
Brown (+) and White (-)
Note: A single white wire may be common to
both
FEEDER IDENTIFICATION
A. Feeder wires and cables shall be identified at each point the conduit run is
broken by a cabinet, box, gutter, etc. Where terminal ends are available,
identification shall be by means of heat shrink wire markers, which provide
terminal strain relief. Markers shall be by Tyco Electronics, Panduit, Brady
Perma-Sleeve, or equal. Identification in other areas shall be by means of
wrap -around tape markers from Tyco Electronics, Panduit, Brady Perma-
Code or equal. Markers shall include feeder designation, size, and
description.
TAPE AND SPLICE KITS
A. Splices, joints, and connectors joining conductors in dry and wet locations
shall be covered with insulation equivalent to that provided on conductors.
Free ends of conductors connected to energized sources shall be taped.
Voids in irregular connectors shall be filled with insulating compound before
taping. Thermoplastic insulating tape approved by UL, NRTL, or equal for
installation as sole insulation of splices shall be furnished and shall be
installed according to manufacturer's printed specifications.
PROTECTION
A. Protect the Work of this section until Substantial Completion.
3.6 CLEANUP
A. Remove rubbish, debris and waste materials and legally dispose of off the
Project site.
END OF SECTION
CITY OF NEWPORT BEACH 26 0519 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 2726
WIRING DEVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Wall switches.
2. Receptacles.
3. Device plates and box covers.
B. Related Documents: The Contract Documents, as defined in Section 011000 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other documents.
C. Related Sections-
1 . As specified in Section 26 0500 - Electrical.
1.2 REFERENCES
A. As specified in Section 26 0500 - Electrical.
B. National Electrical Manufacturers Association (NEMA):
1. NEMA WD 1 - General Requirements for Wiring Devices.
2. NEMA WD 6 - Wiring Device -- Dimensional Requirements.
1.3 SUBMITTALS
A. As specified in Section 26 0500 - Electrical.
1.4 QUALITY ASSURANCE
A. As specified in Section 26 0500 - Electrical.
B. Qualifications:
1. Manufacturer: Company specializing in manufacturing the Products
specified in this section with minimum 5 years documented experience.
CITY OF NEWPORT BEACH 26 2726 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 2726
WIRING DEVICES
PART 2 - PRODUCTS
2.1 WALL SWITCHES
A. Manufacturers: Subject to compliance with project requirements,
manufacturers offering specified items which may be incorporated in the Work
include the following:
1. Hubbell, Inc.
2. Leviton Manufacturing, Company, Inc.
3. Pass & Seymour.
4. Section 016000 - Product Requirements: Product options and
substitutions. Substitutions: Permitted.
B. Provide 20 Amp, 120/277V, specification grade, flush, single pole toggle
switches with side and back wired screw terminals. All switches shall be
equipped with grounding screws.
C. Single Pole Switch:
1. Leviton Cat. No.1221-2.
2. P&S Cat. No. PS20AC1 I.
3. Hubbell Cat. No. HBL1221.
D. Color: White unless indicated otherwise.
2.2 RECEPTACLES
A. Manufacturers: Subject to compliance with project requirements,
manufacturers offering specified items which may be incorporated in the Work
include the following:
1. Leviton Manufacturing, Company, Inc.
2. Pass & Seymour.
3. Hubbell, Inc.
4. Section 01 60 00 - Product Requirements: Product options and
substitutions. Substitutions: Permitted.
B. Provide duplex, specification grade, 20 Amp, 120 Volt, 2 pole, 3 wire
receptacles with grounding screw.
C. Duplex Convenience Receptacle:
1. Leviton Cat. No. 5362.
2. P&S Cat. No. 5362.
3. Hubbell Cat. No. HBL5352.
D. GFCI Receptacle (Side Wired Feed-Thru):
1. Leviton Cat. No. 6599.
CITY OF NEWPORT BEACH 26 2726 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 2726
WIRING DEVICES
2. P&S Cat. No. 2091-SHG.
3. Hubbell Cat. No. HBLGF5362.
E. Color: White unless indicated otherwise.
2.3 WALL PLATES
A. Manufacturers: Subject to compliance with project requirements,
manufacturers offering specified items which may be incorporated in the Work
include the following:
1. P&S Sierra.
2. Hubbell.
3. Leviton.
4. Section 01 60 00 - Product Requirements: Product options and
substitutions. Substitutions: Permitted.
B. Cover Plate: White smooth thermoplastic.
1. Sierra TP8-W.
C. Weatherproof Cover Plate: Gasketed cast metal with hinged gasketed device,
listed as weather proof while in use.
1. Red Dot cast aluminum.
PART 3 - EXECUTION
3.1 EXAMINATION
A. As specified in Section 26 05 00 - Electrical.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to receive Work.
1. Verify that outlet boxes are installed at proper height for accessibility
compliance.
2. Verify that wall openings are neatly cut and will be completely covered by
wall plates.
3. Verify that branch circuit wiring installation is completed, tested, and ready
for connection to wiring devices.
3.2 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.
B. Clean debris from outlet boxes.
CITY OF NEWPORT BEACH 26 2726 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 2726
WIRING DEVICES
3.3 INSTALLATION
A. Install in accordance with NECA "Standard of Installation."
B. Install devices plumb and level.
C. Install switches with OFF position down.
D. Install receptacles with grounding pole on bottom.
E. Connect wiring device grounding terminal to branch circuit equipment
grounding conductor.
F. Connect wiring devices by wrapping conductor 2/3 of screw diameter in
clockwise direction around screw terminal. Tighten screw to 12 pound -inches.
Do not use spring pressure devices for wire connections.
G. Install cover plates on switch, receptacle, and blank outlets.
3.4 CONSTRUCTION
A. Interface with other work:
1. Coordinate locations of outlet boxes provided under Section 260533 to
obtain mounting heights indicated on Drawings.
3.5 FIELD QUALITY CONTROL
A. As specified in Section 26 0500 —Electrical.
B. Inspect each wiring device for defects.
C. Operate each wall switch with circuit energized and verify proper operation.
D. Verify that each receptacle device is energized.
E. Test each receptacle device for proper polarity.
F. Test each GFCI receptacle device for proper operation.
3.6 ADJUSTING
A. Adjust devices and wall plates to be flush, level and plumb with wall.
CITY OF NEWPORT BEACH 26 2726 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 2726
WIRING DEVICES
3.7 CLEANING
A. Section 01 73 00 Execution: Cleaning installed work.
B. Clean exposed surfaces to remove splatters and restore finish.
END OF SECTION
CITY OF NEWPORT BEACH 26 2726 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 5100
INTERIOR LIGHTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Interior luminaires and accessories.
2. Ballasts.
3. Lamps.
B. Substitutions:
1. Or approved equal if permitted in Division 1 - Product Requirements:
Product options and substitutions.
C. Related Documents: The Contract Documents, as defined in Summary of Work,
apply to the work of this section. Additional requirements and information
necessary to complete the work of this section may be found in other documents.
D. Related Sections-
1 . Section 26 0500 — Electrical.
1.2 REFERENCES
A. As specified in Section 26 0500 - Electrical.
B. American National Standards Institute (ANSI):
1. ANSI C78.379 - Electric Lamps - Incandescent and High -Intensity
Discharge Reflector Lamps - Classification of Beam Patterns.
2. ANSI C82.1 - Ballasts for Fluorescent Lamps - Specifications.
C. National Electrical Manufacturers Association (NEMA):
1. NEMA WD 6 - Wiring Devices -Dimensional Requirements.
D. Federal Communications Commission Parts 18.305, 18.307 (EMI RFI)
1.3 SUBMITTALS
A. Division 1 — Submittal Procedures: Procedures for submittals.
B. As specified in Section 26 0500 — Electrical.
1. Product Data: Provide dimensions, ratings, and performance data for each
fixture specified.
2. Assurance/Control Submittals:
a. Manufacturer's Instructions: Indicate application conditions and
limitations of use stipulated by product testing agency. Include
CITY OF NEWPORT BEACH 26 5100 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 5100
INTERIOR LIGHTING
instructions for storage, handling, protection, examination,
preparation, and installation of Product.
C. Division 1 - Closeout Procedures and Training: Procedures for closeout
submittals:
1. Operation and Maintenance Data: Submit manufacturer's operation and
maintenance instructions for each type of fixture.
1.4 QUALITY ASSURANCE
A. As specified in Section 26 0500 - Electrical.
1.5 WARRANTY
A. Comply with Division 1 requirements.
B. General Warranty: Special warranty specified in this Section shall not deprive
the University of other Rights the University may have under other provisions of
the Contract Documents and shall be in addition to, and run concurrent with,
other warranties made by this Contractor under requirements of the Contract
Documents.
C. Special Warranty for LEDs' and Drivers: Manufacturers standard form in which
manufacturer of LED's and drivers agrees to replace components that fails in
materials or workmanship within specified warranty period.
1. LED arrays: 10 years from date of Beneficial Occupancy.
2. Drivers: 10 years from date of Beneficial Occupancy.
1.6 MAINTENANCE
B. Extra Products: At completion of installation, deliver to Engineer.
1. Two of each luminaire lens type.
PART 2 - PRODUCTS
2.1 LUMINARIES — See Drawings
2.2 LAMPS
A. LED Lamp Manufacturers:
1. Deco Digital,
2. LA Lighting,
3. Philips Lighting Company,
4. Lithonia Lighting
CITY OF NEWPORT BEACH 26 5100 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 5100
INTERIOR LIGHTING
5. Or approved equal
B. Lamp Types: As specified for luminaire. Refer to Section 01 6000 for
substitutions and product options.
2.2 LED LUMINAIRES
A. General: Except as otherwise indicated, provide LED luminaries, of types and
sizes indicated on fixture schedules.
B. Material and specifications for each luminaire are as follows:
1. Each luminaire shall consist of an assembly that utilizes LEDs as the light
source. In addition, a complete luminaire shall consist of a housing, LED
array, and electronic driver (power supply).
2. Each luminaire shall be rated for a minimum operational life of 50,000
hours at an average operating time of 12.0 hours per day. This life rating
must be conducted 40C ambient temperature.
3. The rated operating temperature range shall be -300C to +40°C.
4. Each luminaire is capable of operating above 100°F [37°C], but not
expected to comply with photometric requirements at elevated
temperatures.
5. Photometry must be compliant with IESNA LM-79 and shall be conducted
at 250C ambient temperature.
6. The individual LEDs shall be constructed such that a catastrophic loss or
the failure of one LED will not result in the loss of the entire luminaire.
7. Luminaire shall be constructed such that LED modules may be replaced or
repaired without replacement of whole luminaire.
8. Each luminaire shall be listed with Underwriters Laboratory, Inc. under
UL1598 for luminaires, or an equivalent standard from a nationally
recognized testing laboratory.
PART 3 - EXECUTION
3.1 EXAMINATION
A. As specified in Section 26 0500 - Electrical.
3.2 INSTALLATION
A. Locate recessed ceiling luminaires as indicated on reflected ceiling plan.
B. Install surface mounted luminaires and exit luminaire signs plumb and adjust to
align with building lines and with each other. Secure to prevent movement.
CITY OF NEWPORT BEACH 26 5100 - 3 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 5100
INTERIOR LIGHTING
Mount exit signs to outlet box mounted flush in wall or ceilings. Outlet box for
ceiling mounted exit signs: Connect to rigid conduit system.
C. Install recessed luminaires to permit removal from below.
D. Install recessed luminaires using accessories and firestopping materials to meet
regulatory requirements for fire rating. In fire rated ceilings recessed luminaires
must carry 1-hour UL fire rating classification.
E. Install earthquake clips to secure recessed grid -supported luminaires in place.
F. Install wall mounted luminaires, emergency lighting units and exit luminaire signs
at height as scheduled.
G. Install accessories furnished with each luminaire.
H. Bond products and metal accessories to branch circuit equipment grounding
conductor.
I. Install specified lamps in each emergency lighting unit, exit luminaire sign, and
luminaire.
3.3 FIELD QUALITY CONTROL
A. As specified in Section 26 0500 - Electrical.
B. Operate each luminaire after installation and connection. Inspect for proper
connection and operation.
3.4 ADJUSTING
C. Aim and adjust luminaires as directed by the Engineer.
D. Position exit luminaire sign directional arrows as indicated.
3.5 CLEANING
A. Conform to Division 1 - Execution: Cleaning installed work.
B. Clean electrical parts to remove conductive and deleterious materials.
C. Remove dirt and debris from enclosures.
D. Clean photometric control surfaces as recommended by manufacturer.
CITY OF NEWPORT BEACH 26 5100 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 26 5100
INTERIOR LIGHTING
E. Clean finishes and touch up damage.
F. Re -lamp any fixtures with defective or burned out lamps, just prior to Final
Acceptance.
Payment for items of work identified in Division 26 as identified in the plans and these
specifications shall be based on the unit bid pricing for items of work identified as
Electrical on the Bid Schedule.
END OF SECTION
CITY OF NEWPORT BEACH 26 5100 - 5 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 32 1313
CONCRETE PAVING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Concrete Pavement
2. Concrete curbs.
B. Related Documents: The Contract Documents, as defined in Section 01 0100 -
Summary of Work, apply to the Work of this Section. Additional requirements
and information necessary to complete the Work of this Section may be found
in other documents.
1.2 REFERENCES
A. American Concrete Institute (ACI):
1. ACI 301 - Specifications for Structural Concrete.
2. ACI 308 - Standard Practice for Curing Concrete.
B. American society for Testing and Materials (ASTM):
1. ASTM A 185 - Specification for Steel Welded Wire, Fabric, Plain, for
Concrete Reinforcement.
2. ASTM A 615 - Specification for Deformed and Plain Billet -Steel Bars for
Concrete Reinforcement.
3. ASTM C 494 - Standard Specification for Chemical Admixtures for
Concrete.
4. ASTM C 618 - Standard Specification for Coal Fly Ash and Raw or
Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete.
5. ASTM D 1751 - Specification for Preformed Expansion Joint Fillers for
Concrete Paving and Structural Construction (Nonextruding and Resilient
Bituminous Types).
C. California Building Code.
1. Finish Surface shall maintain a minimum coefficient of friction of at least
0.6 per CBC 1124B.1/ADA Standard 4.5.1
1.3 SUBMITTALS
A. Procedures for submittals-
1. Product Data: Submit product data for the following:
a. Joint filler.
b. Joint sealant.
C. Concrete admixtures.
d. Concrete curing compounds.
CITY OF NEWPORT BEACH 32 1313 -1 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 32 1313
CONCRETE PAVING
2. Assurance/Control Submittals:
a. Concrete Mix Design: Submit three copies of each proposed mix
design for each class of concrete in accordance with ACI 301,
Sections 3.9 "Proportioning on the basis of previous field experience
or trial mixture", or 3.10 "Proportioning based on empirical data".
Submit separate mix design for concrete to be placed by pumping, in
addition to the mix design for concrete to be placed directly from the
truck chute.
b. Include the following information in concrete mix design:
1) Proportions of cement, fine and coarse aggregate, and water.
2) Water -cement ratio, 28-day compressive design strength,
slump, and air content.
3) Type of cement and aggregate.
4) Aggregate gradation.
5) Type and dosage of admixtures.
6) Special requirements for pumping.
7) Range of ambient temperature and humidity for which design is
valid.
8) Special characteristics of mix that require precautions in
mixing, placing, or finishing techniques to achieve finished
product specified.
1.4 QUALITY ASSURANCE
A. Perform work in accordance with ACI 301.
B. Conform to ACI 305R when mixing and placing concrete during hot weather.
C. Conform to ACI 306R when mixing and placing concrete during cold weather.
D. Regulatory Requirements:
1. Conform to applicable requirements for paving work on public property.
2. Contractor shall maintain access for vehicular and pedestrian traffic as
required for other construction activities. Utilize temporary striping,
flagmen, barricades, warning signs, and warning lights as required.
PART 2-PRODUCTS
2.1 FORM AND REINFORCING MATERIAL
A. Forms: Steel, wood, or other suitable material of size and strength to resist
movement during concrete placement and to retain horizontal and vertical
alignment until removal. Use straight forms, free of distortion and defects. Use
flexible spring steel forms or laminated boards to form radius bends as
required.
CITY OF NEWPORT BEACH 32 1313 - 2 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 32 1313
CONCRETE PAVING
1. APA Exterior Plyform BB or approved equal with a medium density,
smooth, hard, fused resin fiber overlay, or metal forms.
2. Form Oil: Coat forms with nonstaining type coating that will not discolor or
deface surface of concrete. Subject to compliance with requirements,
manufacturers offering specified items which may be incorporated in the
work include the following.
a. "Eucoslip" - Euclid Chemical Co.,
b. "Form Coating" - Nox-Crete Chemicals,
C. Or approved equal as permitted in Section 01 6000 - Product
Requirements.
B. Curb Forms: Use flexible spring -steel forms or laminated boards to form radius
bends. Tolerance: Not to deviate more than 1/4 inch in 10 feet in grade and
alignment.
C. Reinforcing:
1. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 60.
D. Reinforcing Accessories:
1. Reinforcing Accessories: Subject to compliance with requirements,
manufacturers offering specified items which may be incorporated in the
work include the following.
a. Dayton Superior Corp.,
b. Heckmann Building Products, Inc.,
C. Hohmann & Barnard, Inc.,
d. Richmond Screw Anchor Co., Inc.,
e. Or approved equal as permitted in Section 01 6000 — Product
Requirements.
2. Conform to Concrete Reinforcing Steel Institute Manual of Standard
Practice. Include spacers and chairs with plastic tipped legs, ties and
other devices necessary for properly assembling, placing, spacing and
supporting forms and reinforcement in place.
2.2 CONCRETE MATERIALS
A. Cement:
1. Portland Cement: ASTM C150 Type 1.
2. High -early Strength Portland Cement: ASTM C150, Type III.
B. Aggregates: ASTM C33.
1. Fine aggregate shall be natural sand, or sand prepared from stone or
gravel. Grains shall be clean, hard, durable, uncoated and free from silt,
loam and clay.
CITY OF NEWPORT BEACH 32 1313 - 3 Drawing No. -
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SECTION 32 1313
CONCRETE PAVING
2. Coarse Aggregates: Crushed stone, gravel, or other approved inert
materials of similar characteristics, or combinations thereof, having hard,
strong, durable pieces free from adherent coatings. Maximum size of
pieces shall be 3/4" to #4 except for footings, which may be 1-1/2". The
maximum size of aggregate may also be not larger than one fifth of the
narrowest dimension between forms, nor larger than three fourths of the
minimum clear spacing between reinforcing bars.
C. Water: Clean and free from injurious amounts of oil, acids, salts, organic or
other deleterious matter.
D. Air Entrainment: ASTM C260.
1. Use air -entrained concrete for exterior exposed concrete including walls,
walks, paving, etc. where minimum daily temperatures are expected
below 38 degrees F during pouring or subsequent 38-day curing period.
2. Proportion air -entraining concrete to attain minimum 28-day compressive
strength specified.
3. Total Air Entrainment in Concrete: Not less than four percent nor more
than six percent volume of concrete.
E. Admixtures-
1. May be used at contractor's option to provide workability at low slumps,
increased compressive strength, retardation or acceleration of the
concrete.
2. Chemical Admixtures: ASTM C494. Mineral Admixtures: ASTM C618.
3. The cement factor shall not be reduced and changes shall be made in the
other mix proportions to ensure the minimum strength requirements.
4. Use of admixtures approved in writing by Architect. No additional
expense to the Owner will be allowed.
5. No calcium chloride shall be used.
6. Before any admixture is accepted for use, the Contractor shall submit
certified laboratory reports on each additive material to the Engineer. The
report shall show the following:
a. Confirmation of compliance with the applicable ASTM Standard.
b. Evaluation of the effects of the admixture on the properties of the
concrete to be made on the job, including consideration of the
anticipated ambient conditions on the job, and proposed
construction procedures.
C. Determination of within -lot uniformity of product proposed for use.
CITY OF NEWPORT BEACH 32 1313 - 4 Drawing No. -
UTILITY YARD
OFFICE RENOVATION
SECTION 32 1313
CONCRETE PAVING
2.3 CONCRETE MIXES
A. Concrete Proportions-
1. Concrete shall be homogenous, and when hardened, shall have the
required strength, resistance to deterioration, durability, water tightness
and the properties as specified.
2. Minimum concrete strength at 28 days shall be;
a. 2,500 psi for walks.
b. 3,000 psi for concrete pavement and pads, no Deputy Inspector
required.
3. Slump of concrete:
a. Pavement: 2 1/2 inch minimum to 4 inch maximum.
B. Ready -Mix Concrete:
1. Ready -mix concrete shall conform to ASTM C94. The mixing agitation
shall begin within 30 minutes, and the concrete shall be discharged from
the truck within one hour after the water has been added to the concrete
m ix.
2. Delivery tickets are to accompany each concrete truck and shall be kept in
the job superintendent's file. Delivery tickets must indicate the following
information or be subject to rejection:
a. Name of project.
b. Supplier of concrete.
C. Truck identity and ticket serial number.
d. Date of delivery.
e. Brand of cement.
f. Cement content.
g. Strength classification.
h. Batching time.
i. Point of deposit.
j. Total amount of water.
k. Weight of aggregate.
I. Daily temperature.
m. Number of cubic yards in load.
n. Admixture content.
o. Name of Contractor.
p. Name of driver.
q. Time loaded and first mixing of concrete.
r. Reading of revolution counter.
3. Quantity of water used for each batch shall be accurately measured.
2.4 JOINT MATERIALS
A. Sealed expansion and contraction joints: Filler of nonbituminous rubber or cork
conforming to ASTM D1752.
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B. Non -sealed joints
1. Non -sealed Joints: Subject to compliance with requirements,
manufacturers offering specified items which may be incorporated in the
work include the following.
a. "Flexcell" - Celotex Corp.
b. "Seal Tight Fiber Expansion Joint" - W.R. Meadows, Inc.
C. Or approved equal as permitted in Section 01 6000 — Product
Requirements.
2. Filler premolded bituminous type conforming to ASTM D1751.
C. Noncompressive Filler
1. Noncompressive Filler: Subject to compliance with requirements,
manufacturers offering specified items which may be incorporated in the
work include the following.
a. "Styrofoam SM" - Dow Chemical Co.
b. "Foamular" - Owens Corning.
C. Or approved equal as permitted in Section 01 6000 — Product
Requirements.
2. 2 inch or 1-inch thick sheets.
D. Compressive Filler
1. Compressive Filler: Subject to compliance with requirements,
manufacturers offering specified items which may be incorporated in the
work include the following.
a. "Ethafoam" - Dow Chemical Co.
b. "Rodofoam No. 423" - Sternson Group.
C. Or approved equal as permitted in Section 01 6000 — Product
Requirements.
2. 2 inch or 1-inch thick sheets, compression modulus within the range of 15
to 25 pounds per square inch per inch.
E. Filler Adhesive for Noncompressive Filler and Compressive Filler:
1. Filler Adhesive: Subject to compliance with requirements, manufacturers
offering specified items which may be incorporated in the work include the
following.
a. "General Purpose Mastic No. 11" - Dow Chemical Co.
b. "Rodofast" - Sternson Group.
C. Or approved equal as provided in Section 01 6000 - Product
Requirements.
F. Slab -on -grade Construction Joints: Provide a full slab depth 24-gauge metal
pre -shaped key, approximate depth of key to be 1/4 slab thickness and a key
width of about 1/10 slab thickness.
G. Joint Sealants: ASTM C920. Non -priming, pourable, self -leveling
polyurethane. Subject to compliance with project requirements manufacturers
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offering joint sealants which may be incorporated in the Work include, but are
not limited to the following:
1. Sonolastic Paving Joint Sealant, by Sonneborn.
2. Sonomeric CT 1 Sealant, by Sonneborn.
3. Sonomeric CT 2 Sealant, by Sonneborn.
4. Vulkem 45, by Mameco.
5. Chem -Caulk, by Bostik.
6. "THC-900" — Tremco.
7. Or approved equal as provided in Section 01 6000 - Product
Requirements.
2.5 CURING MATERIALS
A. Sealers:
1. Sealers: Subject to compliance with requirements, manufacturers offering
specified items which may be incorporated in the work include the
following.
a. "Polyseal" - W.R. Meadows, Inc.
b. "Kure-N-Seal" — Sonneborn.
C. "Cure -Hard" - W.R. Meadows, Inc.
d. Or approved equal as provided in Section 01 6000 - Product
Requirements.
2. ASTM C156 and ASTM C309, Type I. Material shall become integral part
of concrete and leave slab free of residue or film.
B. Membrane: Opaque -white polyethylene sheet, 0.006-inch-thick, meeting
requirements of ASTM C171.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates
and conditions are as required, and ready to for earthwork operations to begin.
1. Verify gradients and elevations of base are correct, and base is dry.
B. Report in writing to the City any prevailing conditions that will adversely affect
satisfactory execution of the Work of this Section. Do not proceed with Work
until unsatisfactory conditions have been corrected and approved by the
Engineer.
C. By beginning Work, Contractor accepts conditions and assumes responsibility
for correcting unsuitable conditions encountered at no additional cost to the
City.
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3.2 SUBGRADE PREPARATION
A. Thoroughly wet subgrade and then compact with two passes of a 500-pound
roller.
B. Pumping: Where concrete paving or sidewalks, and curbs are to be placed,
yielding material deflecting more than 1/2 inch under a 500 lb. roller shall be
removed to a depth of not less than 4 inches below subgrade elevation and
replaced with an approved granular material which shall then be compacted as
described above.
C. The subgrade shall be in a moist condition when the concrete is placed. In cold
weather, the subgrade shall be prepared and protected so as to provide a
subgrade free from frost when the concrete is deposited.
3.3 FORM CONSTRUCTION
A. Check complete formwork for grade and alignment to the following tolerances:
1. Top of form: Not more than 1 /8 inch in 10 feet.
2. Vertical face: Longitudinal axis not more than 1 /4 inch in 10 feet.
3.4 PLACING REINFORCEMENT
A. Support reinforcing and wire securely together to prevent displacement by
construction loads and traffic, or the placing of concrete. For slabs on grade,
supporting pieces of concrete blocks or bricks may be used.
B. Reinforcement shall be kept clean from oil, dirt and loose mill scale or other
coatings which might destroy the concrete bond. Remove tags and markings
prior to concrete placement.
C. Do not place concrete until reinforcement has been inspected and approved by
the City Inspector and Engineer.
3.5 CONCRETE PLACEMENT AND FINISHING
A. Tamp and consolidate concrete with a suitable wood or metal tamping bar and
the surface shall be finished to grade with a wood float.
B. Finished surfaces shall not vary more than 3/16 inch from the testing edge of a
10-foot straightedge.
C. Curb Expansion Joints: Fill joints with 1/2-inch-thick joint filler strips conforming
to ASTM D1751 or ASTM D1752.
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D. Contraction Joints: Divide the surface of paving, walks and terraces into
rectangular areas not to exceed 5 feet 0 inches each way.
1. Cut a groove in the top portion of the slab to a depth of at least one-fourth
of the slab thickness using a jointer or by sawing a groove in the hardened
concrete with a power -driven saw.
2. Membrane -cured surface damaged during the sawing operations shall be
resprayed as soon as the surface becomes dry.
E. Slab Finishes: ACI 301, paragraph 11.7 and as follows:
1. Broom Finish: On stair treads with abrasive nosings and on walks, unless
other finishes have been indicated or specified.
2. Broom or Belt Finish: On level walks. Broom in direction perpendicular to
travel and approved sample panel. Submit joint pattern layout prior to
starting work.
3.6 TOLERANCES
A. Horizontal slabs: Finished surfaces true with no deviation in excess of 1/8 inch
when tested with a 10-foot straightedge, non -accumulative. No coarse
aggregate showing.
3.7 EXPANSION JOINTS
A. Install transverse expansion joints at returns and 15 feet maximum on center.
See Drawings.
B. Install longitudinal expansion joints where curbs and paved areas abut each
other, buildings, other concrete slabs and pads or vertical restraints.
C. Place joint filler with top edge 1/4 inch below the surface and shall be held in
place with steel pins or other devices to prevent warping of the filler during
floating and finishing.
D. Immediately after finishing operations are completed, round joint edges with
edging tool having a radius of 1/8 inch. Remove concrete over the joint filler.
E. At the end of the curing period, clean and fill expansion joints with joint sealer.
Fill joints flush with concrete surface. Dummy groove joints shall not be sealed.
3.8 CURING
A. Immediately after the finishing operations, the exposed concrete surface shall
be cured for 7 days by the mat, impervious sheet, or membrane -curing method.
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3.9 BACKFILLING
A. After curing, remove debris and backfill the adjoining areas, grade and compact
to conform to the surrounding area in accordance with the lines and grades
indicated.
3.10 PROTECTION
A. Protect the completed work from damage. Repair damaged concrete and clean
concrete discolored during construction. Remove work that is damaged and
reconstruct to entire length between regularly scheduled joints. Refinishing
damaged portion is not acceptable.
B. Prevent vehicles and heavy equipment from driving on new pavement for a
minimum of 14 days.
END OF SECTION
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r-