HomeMy WebLinkAboutC-3902 - Police Department Front Lobby Rehabilitation_. ;T"-% 1 • 0
CITY OF NEWPORT BEACH
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November 13, 2008
Houalla Enterprises, LTD dba
Metro Builders & Engineers Group
2610 Avon Street Unit A
Newport Beach, CA 92663
OFFICE OF THE CITY CLERK
LaVonne M. Harkless, MMC
Subject: Police Facility Lobby Renovation (C -3902)
To Whom It May Concern:
On September 23, 2008, the City Council of Newport Beach accepted the work of
the subject project and authorized the City Clerk to file a Notice of Completion,
to release the Labor & Materials Bond 35 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
September 30, 2008, Reference No. 2008000455633. The Surety for the contract is
Western Surety Company and the bond number is 58647883. Enclosed is the
Labor & Materials Payment Bond.
Since ly,
LaVonne M/ Harkless, MMC
City Clerk
encl.
3300 Newport Boulevard - Post Office Box 1768 • Newport Beach, California 92658 -8915
Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
BOND NO. 58647883
Premium is Included In the Performance
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion
adopted, has awarded to Metro Builders & Engineers Group,
LTD, hereinafter designated as the °Principal," a contract for construction of POLICE FACILITY
LOBBY RENOVATON, Contract No. 3902 in the City of Newport Beach, in strict conformity with
the plans, drawings, specifications and other Contract Documents in the office of the Public
Works Department of the City of Newport Beach, all of which are incorporated herein by this
reference.
WHEREAS, Principal has executed or is about to execute Contract No. 3902 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,
Western Surety Comoanv duly authorized to transact
business under the laws of the State of California, as Surety, (referred to herein as "Surety') are
held firmly bound unto the City of Newport Beach, in the sum of Two Hundred Forty-Nine
Thousand, Four Hundred and 001100 Dollars 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 obligations of this Bond, a reasonable attorney's fee, to be fixed by the Court as required by
the provisions of Section 3250 of the Civil Code of the State of California.
l•
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The Bond shall inure to the benefit of any and all persons, companies, and corporations
entitled to file claims under Section 3181 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 3247 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 terns of the Contract or to the work to be performed
thereunder or the specifications accompanying the same 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 riot exonerate the Surety from its obligations
under this Bond.
IN WITNESS WHEREOF, this instrument has been duly
Principal and Surety, on the 2nd day of
Metro Builders & Engineers Group Ltd.
(Principal)
Western Surety Company
Name of Surety
2355 E. Camelback Road Suite 500 Phoenix AZ 85016
Address of Surety
602- 212 -3216
Telephone
Fouad Ho %alla. President
by the above named
Leslie Hahn, Attorney -In -Fact
Print Name and Title
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
27
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
a. �?
State of California 1
County of
On before me, Iza- y9w-jo0r. _Ad&t
safe Here IMSn Name awl T d the Officer
personally appeared m2ew �
Nana(a) M Signer(S)
who proved to me on the basis of satisfactory evidence to
be the person(s) whose nams(s) is/are subscribed to the
within instrument and acknowledged to me that
he/she/they executed the same in hWher/their authorized
capacity(ies), and that by hisfier/their signature(s) on the
instrument the person(s), or the entity upon behalf of
LEONARDO F. BONAHORA which the person(s) acted, executed the instrument.
Commission # 1522544
Notary ��� I certify under PENALTY OF PERJURY under the laws
My Comm.FxpUesOct28,2088 of the State of California that the foregoing paragraph is
true and correct.
WITNESS m nd nd Me ��
Ple Nry Seal Abm Signatt ~
azure 1Notary PlAlic
OPTIONAL
Though the information below is not required by law, It may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document: IA" 41110 6� rQ,ifi1�P A9d.Lwr'. d-
Document Date: y Z.QS Number of Pages: Z Cfa•
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
• Partner —❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
Signer's Name:
• Individual
• Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHTTHUFIBPRINT
OF SIGNER
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CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
County of San Diego
On April 2, 2008 before me, J. E. Theodore, Notary Public
Date era Invert Name and Tilla of the Officer
personally appeared Leslie Hahn
J. E. THEODORE
iV T ANORRYPUBLIC-CALIFORNIA 0
V SAN DIEGO COU�NpTY O
NO MB CommWWn E
4 2011
Place Notary Seal Above
who proved to me on the basis of satisfactory evidence to
be the person(6) whose name(6) is/it'b subscribed to the
within instrument and acknowledged to me thatpte /she/00y
executed the same in ft/s /herIffid authorized capacityVW),
and that by f !her /ftir signature(Is) on the instrument the
person(la), or the entity upon behalf of which the person(8)
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 a �.� officia s 1.
Signature
ature of Notary Pudic
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document
Signer(s) Other Than Named Above:
Capacity('tes) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer— Title(s):
❑ Partner — ❑ Limited ❑ General
Attorney in Fact • -
❑ Trustee
El Guardian or Conservator Top of thumb here
❑ Other:
Signer Is Representing:
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee -
❑ Guardian or Conservator Top of thumb here
❑ Other:
Signer Is Representing:
0 200'! Natiomi Notary Association -9350 So Soto Ava.,P.O. Sox 2402 • ChtaswoM. CA91313-2402• r .Natbrelllotaryor9 hem016907 Reorder. Cell Tol6Fn:a 1.9009708927
This Document WA electronically recorded by
Iert Mail C
l� /� c ad in Official Records, Orange County
RECE
RECORDING REQUESTED BY AND Tom Daly, clerk- Recorder
WHEN RECORDED RETUMIn —g AM (, 11101111 ®11®11 NO FEE
City Clerk C: =, iGE 0
200800046563310:1Sam 09/30/08
City of Newport Beach V. CITY CLE7i(213 8 N12 t
3300 Newport Boulevard CITY OF : "l:': =iT 4FQ�Q o.00 o.00 o.00 o.00 o.ao o.00 o.00
Newport Beach, CA 92663
"Exempt from recording fees
pursuant to Government Code Section 27383"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard,
Newport Beach, California, 92663, as Owner, and Houalla Enterprises, LTD., dba Metro
Builders & Engineers Group, LTD, of Newport Beach, California, as Contractor, entered
into a Contract on April 8, 2008. Said Contract set forth certain improvements, as follows:
Police Facility Lobby Renovation (C -3902)
Work on said Contract was completed, and was found to be acceptable on
September 23. 2008, by the City Council. Title to said property is vested in the Owner,
and the Surety for said Contract is Western Surety Company.
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 ray, at Newport Beach, California.
-A
CITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
SEP 2 3 2008
Agenda Item No. 11
September 23, 2008
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
Fong Tse
949 - 644 -3321 or ftse(a)citv.newport- beach.ca.us
SUBJECT: POLICE FACILITY LOBBY RENOVATION - COMPLETION AND
ACCEPTANCE OF CONTRACT NO. 3902
RECOMMENDATIONS:
1. Accept the completed work.
2. Authorize the City Clerk to file a Notice of Completion.
3. Authorize the City Clerk to release the Labor and Materials bond 35 days after
the Notice of Completion has been recorded in accordance with applicable
portions of the Civil Code.
4. Release the Faithful Performance Bond 1 year after Council acceptance.
DISCUSSION:
On April 8, 2008, the City Council authorized the award of this project to Metro Builders
& Engineers Group LTD. The work consisted of replacing and upgrading the aluminum
storefront, flooring, wall coverings, acoustical ceiling tiles, lighting, air diffusers,
reception desk, and construct two display cases for NBPD memorabilia. Minor
alternations within the lobby and public restrooms areas were constructed to comply
with ADA requirements.
The contract has now been completed to the satisfaction of the Public Works
Department and the Police Department. A summary of the contract cost is as follows:
Original bid amount: $249,400.00
Actual amount of bid items constructed: $249,400.00
Total amount of change orders: $8,142.35
Final contract cost: $257,542.35
The increase in the amount of actual work constructed over the original bid amount
resulted from sixteen change orders totalling $8,142.35 as described on the attached.
Police Facility Lobby Renovation
Completion and Acceptance of contract No. 3902
September 23, 2008
Page 2
The final overall construction cost was 3.26 percent over the original bid amount.
All work was completed by August 21, 2008, approximately two months past the
scheduled completion date of June 25, 2008. Extra time was needed to complete the
project due to the changes requested by staff. Although the work was delayed, Metro
Builders was successful in working nights and weekends at its own cost to ready the
lobby for July 4"' department operations. The following is a summary of the project
schedule:
Schedule Summary
Estimated Completion date per June "07 Schedule: July 8, 2008
Project award for construction: April 8, 2007
Estimated completion date at award: June 25, 2008,
Actual completion date: August 21, 2008
Environmental Review:
A Notice of Exemption has been filed with the County Clerk.
Funding Availability:
In addition to the primary construction contract, this project involved other project
expenses. Total project expenses are summarized as follows:
Construction $257,542.35
Design $ 6,500.00
Incidentals $ 977.88
Total Project Cost $265,020.23
Funds for the construction contract were expended from the following accounts:
Account laescriation Ac.cam ,l ter Amount
Police Facility Lobby Renovation - General Fund 7011- C1$20808 $213,658.89
Police Facility Lobby Renovation — Contribution 7251- C1820808 43,883.46
Total: $257,542.35
Civil Engineer
Attachment: Change Orders Summary
Stephen G. Badum
Public Works Director
CHANGE ORDERS SUMMARY
POLICE FACILITY LOBBY RENOVATION — COMPLETION AND ACCEPTANCE OF
CONTRACT NO. 3902
Change
Order
Description
Amount
1
Additional work area safety protection tunnel
$5,954.61
2
Storefront hardware material change to aluminum
$3,200.00
3
Credit for displaying shelving and fixtures allowance
$10,000.00
4
Repair and re- finish wall behind existing water fountain
$909.00
5
Additional electrical access panels
$3,192.49
6
Drywall repairs to work done by City
$1,578.68
7
Correct restroom drywalls to meet 1 -hour fire rating
$5,944.66
8
Counter work station dimensions and scope changes
$861.03
9
Add 4 lex outlets above Fingerprinting Room
$862.19
10
Floor the layout change
$652.43
11
Counter top material change to "Staron Starfire F -198"
$2,120.19
12
Additional counter angle brackets at 16" centers vs 32"
$842.54
13
Credit for two fire /smoke detectors deletion
$629.23
14
Additional contract days
$0
15
Credit for detectable warning surface deletion
$2,020.00
16
Additional railings and make building permit corrections
$1,073.76
Total Project Change Orders
$8,142.35
0
September 24, 2008
Orange County Recorder
P. O. Box 238
Santa Ana, CA 92702
0
CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
LaVonne M. Harkless, MMC
RE: Newport Theater Arts Center Lobby Addition (C -3742)
Police Facility Lobby Renovation (C -3902)
Buffalo Hills, Bonita Creek & San Miguel Park Lighting
Improvements (C -3964)
San Joaquin Hills Road Median Trees (C -4008)
Please record the enclosed documents and return them to the City Clerk's
Office. Thank you.
Sincerely,
LaVonne M. Harkless, MMC
City Clerk
Encl.
3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915
Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us
• •
RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
City Clerk
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
"Exempt from recording fees
pursuant to Government Code Section 27383"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard,
Newport Beach, California, 92663, as Owner, and Big West Construction Corporation, of
Irvine, California, as Contractor, entered into a Contract on May 22, 2007. Said Contract
set forth certain improvements, as follows:
Newport Theater Arts Center Lobby Addition (C -3742)
Work on said Contract was completed, and was found to be acceptable on
September 23. 2008, by the City Council. Title to said property is vested in the Owner,
and the Surety for said Contract is North American Specialty Insurance Company.
rNorks Director
Newport Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge. �'" / d
Executed on irr uC.+� �`1 , oZ00 , at Newport Beach, California.
BY ,tot:7
City Clerk
10 CITY CLERK
CITY OF NEWPORT BEACH
NOTICE INVITING BIDS
Sealed bids may be received at the office of the City Clerk,
3300 Newport Boulevard, Newport Beach, CA 92663
until 11:00 AM on the 19th day of March, 2008,
at which time such bids shall be opened and read for
POLICE FACILITY LOBBY RENOVATION
Title of Project
Contract No. 3902
$260,000
Engineer's Estimate
PLAN HOLDER LIST AVAILABLE
ON CITY WEBSITE
http7/Avvvw.ci1y.neWDort-
beach.ca.us
CLICK:
• Online Services
• Public Works Contracts Bidding
$ffikll. Badum
c Works Director
Prospective bidders may obtain one set of bid documents for $30
at the office of the Public Works Department, 3300 Newport Boulevard Newport
Beach, CA 92663; telephone (949) 644 -3311
Contractor License Classification required for this project: "B"
Questions concerning the plans and specs? Contact Fong Tse, Project Manager, at (949) 644.3321.
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
TABLE OF CONTENTS
NOTICE INVITING BIDS .......................................................... ............................... Cover
INSTRUCTIONS TO BIDDERS ........................................................ ..............................3
BIDDER'S BOND .............................................................................. ..............................5
DESIGNATION OF SUBCONTRACTOR(S) ..................................... ..............................6
TECHNICAL ABILITY AND EXPERIENCE REFERENCES .............. ..............................7
NON - COLLUSION AFFIDAVIT ........................................................ .............................11
DESIGNATION OF SURETIES ........................................................ .............................12
CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL.. 13
ACKNOWLEDGEMENT OF ADDENDA .......................................... .............................15
INFORMATON REQUIRED OF BIDDER ......................................... .............................16
NOTICE TO SUCCESSFUL BIDDER ............................................. .............................19
CONTRACT..................................................................................... .............................20
LABOR AND MATERIALS BOND .................................................... .............................26
FAITHFUL PERFORMANCE BOND ................................................ .............................28
PROPOSAL................................................................................ ............................... PR -1
SPECIAL PROVISIONS ............................................................. ............................... SP -1
2
0 0
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CITY OF NEWPORT BEACH 10'40110 S2133NION318
PUBLIC WORKS DEPARTMENT waiins ON13W
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
INSTRUCTIONS TO BIDDERS
The following documents shall be completed, executed and received by the City Clerk in
accordance with NOTICE INVITING BIDS: METRO BUILDERS
INSTRUCTIONS TO BIDDERS
BIDDER'S BOND
DESIGNATION OF SUBCONTRACTORS
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
INFORMATION REQUIRED OF BIDDER
ALL ADDENDA TO PLANS AND SPECIFICATIONS AS
BID OPENING DATE (if any)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
NON - COLLUSION AFFIDAVIT
DESIGNATION OF SURETIES
PROPOSAL
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
ISSUED BY AGENCY PRIOR TO
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 on the outside of the envelope containing the documents.
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.
4. 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.
5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to
allow the comparison of total bid prices.
6. 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.
7. 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.
8. 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 relating to prevailing wage rates (Sections 1770 -7981 inclusive).
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. 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.
The signature below represents that the above has been reviewed.
5q-FD'6 CI 40�
Contractor's License No. & Classification
Date
br-00P ,Ltd. METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
^!ewport Beach, CA 92663
El
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
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 City of
Newport Beach, a charter city, in the principal sum of Ten Percent of the Bid Amount
Dollars ($ 10 °6----------- - - - - -- I, to be paid and forfeited to the City
of Newport Beach if the bid proposal of the undersigned Principal for the construction of
POLICE FACILITY LOBBY RENOVATON, Contract No. 3902 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 12th day of
Metro Builders & Engineers Group, Inc.
Name of Contractor (Principal)
Western Surety Company
Name of Surety
2355 E. Camelback Road, Suite 500
Phoenix, AZ 85016
Address of Surety
602- 212 -3216
Telephone
Leslie Hahn, Attorney -In -Fact
Print Name and Title
(Notary acknowledgment of Principal & Surety must be attached)
0
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
County of otard`
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On N - I H `off before me, Atf0fA F MInAty w G
Date ow Insert Name antl T nqw me o oer
personally appeared 691111 f114
Names) of si ner(s)
Place Notary Seal Above
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/herRheir authorized
rapacity(ies), and that by his/her/iheir signature(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 al se I.
Signature `
Slg re M tary POW
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document: 4-;1r VVIC" 4;)VNJP
Document Date: �I I s M Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
Cl Corporate Officer —Title(s): —
❑ Partner — ❑ Limited ❑ General
• Attorney in Fact
• Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHTTHU4BPRINT
OF SIGNER
Signer's Nat
Cl Individual
❑ Corporate Officer — Title(s): _
❑ Partner —❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHT THUNI SPRI NT
OF SIGNER o
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Western Surety CorNpany
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
Leslie Hahn, Jeffrey W Cavignac, James P Schabarum II, M Wager, Janis Theodore,
Individually
of San Diego, CA, its true and lawful Attomey(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf
bonds, undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation.
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 20th day of February, 2008.
WESTERN SURETY COMPANY
k?�oaaogy�.°
Asj i
z �~nr'owr ^ aul T. Brunat, Senior Vice President
State of South Dakota
County of Minnehaha as
On this 20th day of February, 2008, before me personally came Paul T. Brutlat, to me known, who, being by me duly swom, did depose and say: that
he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and
which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was
so affixed pursuant to authority given by the Board of Directors or said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires ......gg4qqqq4qq4+
D. KRELL i
November 30, 2012 + NOTARY PUBLIC +
JQSOUTH DAKOTA SeAL i
t•g4gqq4qq4q4qqbqqqqqqqqb+
D. Krell, Notary Public
CERTIFICATE
I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this 1 2 F h_ day of Ma r r h , 9 () () R
ate ?a�P- WESTERN SURETY COMPANY
OA�
L. Nelson, Assistant Secretary
Form F4280 -9 -2006
0
Authorizing By -Law
ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders
of the Company.
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other
officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
Best's Rating Center - Comply Information for Western Surety *pany Page 1 of 1
Max, Ratings: FliuSlal Stremn tae arCmeg Saaprric AAv Ossd SSareh Omer with crnlera Fii
Western Surety Company
(e—... a cN4.m,v,— Cvrt[ames)
Thu wGng ug n bew,
A.N.8w1 e: 0004 NAmI rha FEIN 6 c8stefe0
w_ vn wb ncloambsNbe mNwn l
Mar
.1i rckar Naw vork INcil EYSMige WSE $UP
w6u ^a [biipvims to pFCyhdOers.
Address: P.D. Box 5077
Phone: 605-336 -flaw
Sioux Falls, SD 57117-5077
Fax: 605330 -7416
Web: www.cnaswely.com
Best's Ratings
Financial Strength Ratings Vlew Definitions
Issuer Credit Ratings View Definitions
Rating: A(Excellent)
Lang- Term:a
Affiliation Code: g (Group)
Outlook: Stable
Financial Size Category: IX (8250 Million to $500 Millen)
Action: Affirmed
Oullook: stable
Dote: December 18, 2007
Action: Affirmed
Effaceve Date: December 18, 2007
Denotes Under Review Best's Ratings
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•
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA +
County of San Diego J`
0
On March 12, 2008 before me, J. E. Theodore Notary Public
Date Here ns6rl ame and Tit�The er
personally appeared Leslie Hahn
Nam s) of Signerts)
J. E. THEODORE
COMM. #1776'730 0
NOTARY PUBLIC- CALIFORNIAw
SAN DIEGO COUNTY
N� EMBER Expires
who proved to me on the basis of satisfactory evidence to
be the person(6) whose name(6) is1912 subscribed to the
within instrument and acknowledgged to me thatM /she /My
executed the same in ➢lislherft Yr authorized capacity(fe6),
and that by Y1Y& har /ftir signature(/s) on the instrument the
person(b), or the entity upon behalf of which the person(6)
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 ha ry' officr a I.
Signature
Place Notary Seal Above u Diary
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
n Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Top
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer—Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact • -
❑ Trustee • • -
❑ Guardian or Conservator Top of thumb here
[I Other:
Signer Is Representing:
0207 Natmnal Notary Association, MO De Sate Ave,RO. Box 2902•Chatswanh, CA91313- 29021WWw.NauunalNetaryorg Item45907 Reader: Ca97oILFree 1 a00- 8]66827
Oe GAO o e
& *AGO PVO�tac� G
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
METRO BUILDERS
POLICE FACILITY LOBBY RENOVATOU ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
CONTRACT NO. 3902 Newport Beach, CA 92663
DESIGNATION OF SUBCONTRACTOR(S)
State law requires the listing of all subcontractors 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 /or the Standard Specifications for Public Works Construction, as applicable.
Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted
for any monies to be withheld to ensure performance under the Contract.
The Bidder, by signing this designation, certifies that bids from the following
subcontractors have been used in formulating the bid for the project and that these subcontractors
will be used subject to the approval of the Engineer and in accordance with State law. No
changes may be made in these subcontractors except with prior approval of the City of Newport
Beach. (Use additional sheets if needed)
Subcontractor's Information
Bid Item
Description of Work
%of
Number
Total Bid
Name: oi0 s
Address: TLS-5 7Zt.%6_, Aw---
u
et µa�A c C-A
(
!3%
p
�.�,r�'T (, �'g0 J
Phone:
State License Number:
Name: 11114-
Address: (?o.. -.arc'
I cA
NJf-C-
7 ?o
Phone: V t{&} - 33i - NV7T
State License Number:
Name: CA'rz e?'
Address: t 5 IJ IzQ.d- &Ovv �
A,,,t�;„,, C'A
770
Phone:
State License Number:
(Ym ild�rs �` jtn_ Viers droop - k
Bidder Authori r Signa re/Title
0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
Contractor must use this formlll Please print or type.
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 2 years in excess of $15,000, provide the following information:
No. 1
Project Name /Number Pub \tc pa rt�rn < Corp ®crnf +� `��d
Project Description L•w
Approximate Construction Dates: From a To: A- lo?
Agency Name
Contact Person I.l a- 4P Ilip u ti Telephone M I(Q 7 - o3too
Original Contract Amount $ 5M Final Contract Amount $ q o #
If final amount is different from original, please explain (change orders, extra work, etc.)
0xkra -.)V'If
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.
• . METRO BUILDERS
& ENGINEERS GROUP, LTD,
2610 Avon Street, Suite A
No. 2 Newport Beach, CA 92663
Project Name /Number Ac
-J
Project Description LawL. Ale ram' tM
Approximate Construction Dates: From U ov To: (.o/ 0-1
Agency Name 05� 0re kkALW iea.l Wcd -f-r T-)iSETiC-
f
Contact Person Lorc.^ Svr6c f- Telephone ( 951 G -? q -3 ! yb
Original Contract Amount $ ! MFinal Contract Amount $
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.
No. 3
Project Name /Number {C.,tc 1 a Pmt- frpnlav_ tarotSCse4G
Project Description _Qor.,o R-� Peo(a.r-t NFe e. Std - - WOLA", 8PV'T rvcf
Approximate Construction Dates: From 3/ i IOto To: S
Agency Name; tz� eG ar,�.¢ r,. - obt:c
Contact Person ta-,(k I16r.{,ecy-y- Telephone (7l� ?(pS -s!7(o
Original Contract Amount $ Y• 71'tFinal Contract Amount $ V. 2 M
If final amount is different from original, please explain
__ LC.ln O nec � r� o JTY'i� 'te r` S e rc d ! 4 1 f S e explai n(change orders, extra work, etc.)
4 ur4rynStz LJ" vrt rou
C�a - 6-% '
� M16! (1�.
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.
Qn...rtrs -
Owner:
Department of Parks and Recreation
Completed And
Metro Builders and Engineers Group Ltd.
2610 Avon Street, suite A
In-Progress Projects
Newport Beach, CA 92663
FAX
J
(949) 5154350 Tel, (949) 5154351
Owner: City of Los Angeles - Bureau of Engineering
6300 Hetzler Road, Culver City, California 90232
Contact: Joe Hawkins
$6,974,274.04
Phone Number: (213) 485 -5919
Construction of approx. 8,000 sq It visitor center, hiking trails, parking area, and
Project: Air Treatment Facility at La Cienega and Jefferson
Location: 3410 S La Cienega Blvd, Los Angeles, CA
% Done By Metro:
Contract value: $13,385,862.06
Completion Date:
Description: Construction of Air Treatment Facility -- Odor Control equipment, 25' deep shoring
and concrete basement
Elsinore Valley Municipal Water District
% Done By Metro: 75 %
Greg Kowalski
Completion Date: 9/25/2009
(951) 674 -3146
Owner:
Department of Parks and Recreation
Contact:
Bill Johnson
Phone Number:
(916) 445 -8763
Project:
Kenneth Hahn State Recreational Area - Baldwin Hil
Location:
6300 Hetzler Road, Culver City, California 90232
Contract Value:
$6,974,274.04
Description:
Construction of approx. 8,000 sq It visitor center, hiking trails, parking area, and
scenic overlook point
% Done By Metro:
65 %
Completion Date:
6/1/2008
Owner:
Elsinore Valley Municipal Water District
Contact:
Greg Kowalski
Phone Number:
(951) 674 -3146
Project:
Back Basin Groudwater Treatment
Location:
601 Malaga Rd, Lake Elsinore, CA
Contract Value:
$8,211,711.00
Description:
Construction of Groundwater Treatment Plant and associated equipment, piping, etc.
% Done By Metro:
65 %
Completion Date:
5/15/2008
Owner:
Metropolitan Transportation Authority
Contact:
Raul Pedroza
Phone Number:
(213) 9224797
Project:
New Bus Washes at Div 5, 7, 10, & 18
Location:
Various Locations
Contract Value:
$4,577,040.25
Description:
Construction of 4 new bus washes, canopies, and miscellaneous improvements at bus
maintenance stations
% Done By Metro:
65 %
Completion Date:
4/1/2008
Completed and In- Progress Projects
Metro Builders And engineers Group Ltd.
Pagel of 4
3/19/2008
0
Owner:
City of San Buenaventura
Contact:
Lucho Rodriguez
Phone Number:
(858) 658 -4789
Project:
VWRF Odor Control Project
Location:
Ventura, CA
Contract Value:
$987,001.00
Description:
Odor Control improvements
% Done By Metro:
65 %
Completion Date:
12/31/2007
Owner:
City Of Laguna Beach
Contact:
Wade Brown
Phone Number:
(949) 497 -3311
Project:
Public Parking and Corporation Yard
Location:
1900 Laguna Canyon Rd. Laguna Beach, CA 92651
Contract Value:
$8,498,306.00
Description:
Design/Construction of approx 22,000 sq ft pre- manufactured steel building w/ CM
% Done By Metro:
exterior walls for the City Corporate Yard, and construction of public parking lot
% Done By Metro:
65 %
Completion Date:
12131/2007
Owner:
City of Los Angeles Board of Public Works
Contact:
Michael Henderson
Phone Number:
(213) 978 -1906
Project:
Watts Junior Art Center
Location:
10624 S Graham St., Los Angeles, CA
Contract Value:
$2,777,711.00
Description:
New Art Center Building, Concrete, Electrical
% Done By Metro:
65 %
Completion Date:
12/15/2007
Owner:
Elsinore Valley Municipal Water District (EVMVtD)
Contact:
Loren Sorber
Phone Number:
(951) 674 -3146
Project:
Lake Elsinore Phase II Aeration Project
Location:
1306 Lakeshore Drive, Lake Elsinore, CA 92530
Contract Value:
$2,171,711.00
Description:
Lake Aeration
% Done By Metro:
75 %
Completion Date:
6/1/2007
Owner:
Jurupa Community Services District
Contact:
Umesh Shah
Phone Number:
(951) 685 -7434
Project:
Roger D. Teagarden ion exchange water treatment pl
Location:
4150 Etiwanda Ave., Mira Loma, CA 91752
Contract Value:
$2,279,176.42
Description:
Water Treatment Plant
% Done By Metro:
85 %
Completion Date:
6/1/2007
.............°--.................... .................--- °.......... °---°..............__............................ --......_.......... °......-_...
Completed and In- Progress Projects Page 2 of 3/19/2008
Metro Builders And engineers Group Ltd.
.. ............................... °----°---°........................._............... ....................-- .........
Completed and In- Progress Projects Page 3 of 3/19/2008
Metro Builders And engineers Croup Ltd.
Owner:
City Of Ann eim- Public Works
Contact:
Carl Heimberger
Phone Number:
(714) 765 -5176
Project:
Convention Center Katella Ave. Frontage Landscape
Location:
800 W Katella Ave., Anaheim, CA 92802
Contract Value:
$4,723,552.19
Description:
Landscape &I rigation, Concrete, Pavers, Fountain Design
% Done By Metro:
Completion Date:
5/1/2007
Owner:
City of San Diego
Contact:
Harry Nguyen, P.E.
Phone Number:
(858) 627 -3299
Project:
Mid City Transit Facilities: University Ave.
Location:
San Diego, Ca
Contract Value:
$1,556,390.00
Description:
Construction of Public Trans Bus Stop including sewer, water, electrical service
through streets
% Done By Metro:
65 %
Completion Date:
1/9/2007
Owner:
City of San Diego
Contact:
Harry Nguyen, P.E.
Phone Number:
(858) 627 -3299
Project:
Mid City Transit Facilities: El Cajon Blvd.
Location:
San Diego, Ca
Contract Value:
$1,637,202.00
Description:
Construction of Public Trans Bus Stop including sewer, water, electrical service
through streets
% Done By Metro:
65 %
Completion Date:
1/9/2007
Owner:
County of Orange Resources&Development Management
Contact:
Dave Gaffaney
Phone Number:
(714) 567 -7387
Project:
James&Rosemary Nix Nature Center at Laguna Coast W
Location:
18751 Laguna Canyon Road, Laguna Beach, CA 92651
Contract Value:
$3,053,252.00
Description:
New Nature Center Building, Concrete, Rammed Earth Wall, Electraical,
% Done By Metro:
65 %
Completion Date:
12/1/2006
Owner:
Los Angeles County Metropolitan Transportation Ant
Contact:
David Walker
Phone Number:
(213) 922 -7453
Project:
MTA - Long Beach Station Platform Extension
Location:
128 W. 1st. St., Long Beach, Ca
Contract Value:
$498,697.50
Description:
Concrete, Electrical, Platform Extension
% Done By Metro:
65 %
Completion Date:
10/1/2006
.. ............................... °----°---°........................._............... ....................-- .........
Completed and In- Progress Projects Page 3 of 3/19/2008
Metro Builders And engineers Croup Ltd.
0
0
Owner:
Los Angeles County Metropolitan Transportation Ant
Contact:
Ajith Peiris
Phone Number:
(213) 9224771
Project:
MTA L.A. County/USC Medical Center Busway Enhancem
Location:
Between downtown L.A. and El Monte.
Contract Value:
$1,375,239.00
Description:
Bridge Improvements, Painting, SS cages, Landscaping
% Done By Metro:
65 %
Completion Date:
7/15/2006
Owner:
Pacific Islandia California - Sheraton Hotels
Contact:
Ross Crowder
Phone Number:
(714) 234 -2418
Project:
Anaheim Sheraton
Location:
900 S Disneyland Dr., Anaheim, CA 92802
Contract Value:
$75,622.00
Description:
Lighting Improvements
ross @crgjpn.com. We do not have a fax on file.
% Done By Metro:
65 %
Completion Date:
2/15/2006
Owner:
United States Postal Service Pacific Facilities Se
Contact:
Irwin Blather
Phone Number:
(626) 400 -4001
Project:
L.A. Bulk Mail Center Fire Alarm/Fire Sprinkler Up
Location:
5555 Bandini Blvd., Bell, Ca 90201 -9997
Contract Value:
$1,052,700.00
Description:
Fire Alatm(Fire Sprinkler Upgrades
% Done By Metro:
65 %
Completion Date:
1/9/2006
Owner:
City of Anaheim Department of Public Works
Contact:
Chuck Smith
Phone Number:
(714) 239 -3344
Project:
Anaheim Convention Center Katella Ave. Frontage Li
Location:
800 W. Katella Blvd., Anaheim, CA 92802
Contract Value:
$1,207,087.80
Description:
Lighitng & Landscaping
% Done By Metro:
65 %
Completion Date:
1/1/2006
......................................................
Completed and In- Progress Projects
Metro Builders And engineers Group Ltd.
Page 4 of 4
3/19/2008
0 0
1345 S. PARTON ST. • SANTA ANA, CA 92707 • PHONE (714) 801 -7604
JULIO VELASCO
CATIONS
• Over 28 years of experience in all aspects of construction.
• Ability to complete projects on time and budget.
• Complete familiarity with public works management procedures
PROFESSIONAL EXPERIENCE
1996 -Present Metro Builders & Engineers Group, Ltd. Newport Beach, CA
Supenntendent
• Hanjin Project, Port of Long Beach
• City of Newport Beach, Utilities Project
• Roosevelt Park Senior Citizens Project
• East Rancho Community Project
• Upper Newport Bay Project
1990-1996 Rivera Construction Santa Ana, CA
Supenniendent
Supervised numerous projects involving remodeling industrial buildings.
1992-1990 V.0.2 Construction Co. Santa Ana, CA
President
■ Managed numerous construction projects involving residential improvements,
seismic retrofits, and commercial tenant improvements
1972-1982 Painters Union Local 646 Southern CA
Journeyman Drywall Taper
■ Worked on many construction projects as drywall taper.
SUMMARY OF QUALIFICATIONS
Overall experience in specific tasks are as follows:
■ 18 Years, Supervision
10 Years, Drywall Taper
■ 5 Years, Metal Stud Framer
■ 5 Years, Suspended Ceiling
2 Years, Painting
LANGUAGES
Spanish, English
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
NON - COLLUSION AFFIDAVIT
METRO BUILDERS
& ENGINEERS GROUP, LTD,
2610 Avon Street, Suite A
Newport Beach, CA 92663
State of California )
) ss.
County of(xchoq )
[)Jv 7 being first duly sworn deposes and says that he or she is
yti of�1 f0 )�I ' ncineeKlrravW -the party making the
foregoing bid; that the bid is not made in the interest of, or on behalrof, any undisclosed person, partnership,
company, association, organization, or corporation; that the bid is genuine and 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, or to any member or agent thereof to
effectuate a collusive or sham bid.
i declare under penalty of perjury of the laws of the State of Cal' fnia that the foregoing is true and correct.
mrn'(o�lldt�i a �f,G¢,he �lfUm�.,i(.i• �r
Bidder t Authoriz d Signatur !Title
Subscribed and swom to (or affirmed) before me onXhis _aday of iii fn _, 2008
by Th" R.4 OpAk aldjs � or proved to me on
the basis of satisfact ry evidence to be the person(s) who appeared before me.
I certify under PENALTY OF PERJURY under the laws of the S of California that the
foregoing paragraph is true and correct.
rl
N Pubic
[SEAL) tEONAM F. BoMMORA
Comrnmion # 1522544 p p
aowry P„bnc • Cautom� ' My Commission Expires:
• MV�m�py soct2B,20a8
11
Bidders
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
DESIGNATION OF SURETIES
d
C
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
Provide the names, addresses, and phone numbers for all brokers and sureties from
whom Bidder intends to procure insurance and bonds (list by insurance /bond type):
bOL-2�2-32t10 �va^2
We4e4-v. Sure+ r Co - S,.i�li -7"Jli $ Gaw(�ba.k Rct�k 11�hoer�,ue�42
- Aa c.ri f -
12
l o i GA
- 7qy -06-to 1 rjw �.
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
TO ACCOMPANY PROPOSAL
Record Last Five (5) Full Years
Current Year of Record
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.
13
Current
Record
Record
Record
Record
Record
Year of
for
for
for
for
for
Record
2007
2006
2005
2004
2003
Total
2008
No. of contracts
2
Lt
14
24
Total dollar
Amount of
Contracts (in
Thousands of $ )
117
2SNt
1 30 M
Z.oM
Zo M
IS M
(23 eA
No. of fatalities
No. of lost
Workday Cases
No. of lost
workday cases
involving
permanent
transfer to
another job or
termination of
em to ment
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.
13
Legal Business Name of BidderuGf��uUl� �Lt1i DR�A etrD�0i�tirt" Ehgi rYers
Business Address.'Z ( ) %lr' ft, i4 t afL1(p)JA61 &3 0r0Jp,
Business Tel. No.: qy 61 IS - LA !1
State Contractor's License No. and
Classification: 511-755!5 pv'o�
Title ✓
The above information was compiled from the records that are available to me at this
time and I declare under penalty of perjury that the information is true and accurate
within the limitations of those reeords.
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
If bidder is an individual, name and signature of individual must be provided, and, if he
is doing business under a fictitious name, the fictitious name must be set forth. If
bidder is a partnership or joint venture, legal name of partnership /joint venture must be
provided, followed by signatures of all of the partners /joint ventures or of fewer than all
of the partners /joint ventures if submitted 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 notarized signatures of the corporation President or Vice
President or President and Secretary or Assistant Secretary, and the corporate seal.
Signatures of partners, join venturers, or corporation officers must be acknowledged
before a Notary Public, who must certify that such partners /joint venturers, or officers
are known to him or her to be such, and, in the case of a corporation, that such
corporation executed the instrument pursuant to its bylaws or a resolution of its Board
of Directors.
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
14
Ll
0
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
a��v�vacavavxa. �J.c�,c..T� �t nt..a.,.T.,.� >.as;�'.a .7�..a of �>.ai aC.� �a av�.�?... •,. • 3vFacsx2<�. T. ...�7ti�� �is:4<.vit.TS.a>C�a, a.m
State of California 1
County of De"06 1}
On 5-119-01B
Date
personally appeared
G
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) isfare 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 signature(s) on the
LECttARUO F. BONAHORA instrument the person(s), or the entity upon behalf of
Commission # 1522544 which the person(s) acted, executed the instrument.
Notary Public - Calltamla
Orange County
MyCom ange:count28,2008 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 an icial deal.
Signature ZZ
Place Notary Seal Above I S e otp otm Publk
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document G -�/�
Title or Type of Document:: NOT -ANIa �! /Tf� L���
Document Date: 9— S $-A Number of Pages: i . 1
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
❑ Individual ❑ Individual
❑ Corporate Officer — Title(s):
Cl Partner — ❑ Limited ❑ General
❑ Attorney in Fact
• Trustee
• Guardian or Conservator
• Other:
Signer Is Representing:
RIGHTTW1411PRINT
OF SIGNER
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHTTHU SPRINT
OF SIGNER
0
OMNaftnINotary Association•gMDe Soto Aw..P.o.em12402•Chal OM,CA91313-2402,w .NatmalNoMy.org Itmn NSW Reorder:CaJ1T01Wn 1,80Pe] -GBV
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
ACKNOWLEDGEMENT OF ADDENDA
METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Beach, CA 92663
Bidders name (r?r0t1�erS " �a� V�fl C-ZI'blk;CQ_
The bidder shall signify receipt of all Addenda here, if any, and attach executed
copy of addenda to bid documents:
Addendum No. Date Received Signature
15
E
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
METRO BUILDERS
& ENGINEERS GROUP, LTD.
POLICE FACILITY LOBBY RENOVATON
2610 Avon Street, Suite A
Newport Beach, CA 92663
CONTRACT NO. 3902
INFORMATION REQUIRED OF BIDDER
Bidder certifies under penalty of perjury under the laws of the State of California that the
following information is true and correct:
Name of individual Contractor, Company or Corporation- M60 ?1ji\& iE IIAtfh9TA R(
Business Address: I0ICr) \PCv-) tcps G11(0(o3
Telephone and Fax Number:�q�
California State Contractor's License No. and Class:SCl -15(;�c1 �s
(REQUIRED AT TIME OF AWARD)
Original Date Issued: fl ?)00 Expiration Date: `l - 1— 0 cc �
List the name and title /position of the person(s) who inspected for your firm the site of
the work proposed in these contract documents:
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
Corporation organized under the laws of the State of _C Akk(n (CA
16
0 •
The dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interest in this proposal are as follows:
All company, corporate, or fictitious business names used by any principal having
interest in this proposal are as follows:
For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been
involved in with public agencies in the past five years (Attach additional Sheets if
necessary) provide:
Provide the names, addresses and telephone numbers of the parties;
Briefly summarize the parties' claims and defenses;
N/A
Have you ever had a contraq erminated by the owner /agency? If so, explain.
you ever failed to complete a project? If so, explain.
For any projects you have been involved with in the last 5 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 /(F44
Are any claims or actions unresolved or outstanding? Yes METRO BUILDERS
& ENGINEERS GROUP, LTD.
2610 Avon Street, Suite A
Newport Bach, CA 92663
17
L
•
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
manner may be considered non - responsive.
(Print name of OyvJfer or President
of Cornoratio�moanvl
Bidder N'(3� (. Authorized
Date
On 10� -j �(J1�__ before me, F �Al� Notary Public,
personally appeared _U /
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 signature(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.
�/
►:. . R1 07, ealew
LEO WDO F. BONAHORA
Commission # 1522- a
My Commission Expires: Notary PubBc - CaBtomia 8
Orange County
61MVC0mM.ExpkwOct28,20088 —
18
• •
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
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) after the 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.
11441
PA
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
i
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
CONTRACT
THIS AGREEMENT, entered into this d?rtday of'; , 2008, by and between the CITY OF
NEWPORT BEACH, hereinafter "City," and Houalla Enterprises, LTD., dba Metro Builders
& Engineers Group, LTD, a California corporation, hereinafter "Contractor," is made with
reference to the following facts:
WHEREAS, City has advertised for bids for the following described public work:
POLICE FACILITY LOBBY RENOVATON
"The work necessary for the completion of this Contract consists of obtaining
building permits, removing certain interior portions of the Police Facility lobby at 870
Santa Barbara Drive, and constructing lobby and accessibility improvements at the
Police Facility."
WHEREAS, 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, City and Contractor agree as follows:
A. 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, Faithful Performance Bond, Labor and Materials Payment
Bond, Permits, General Conditions, Standard Special Provisions and Standard Drawings,
Plans and Special Provisions for Contract No. 3902, Standard Specifications for Public
Works Construction (current adopted edition and all supplements) and this Agreement,
and all modifications and amendments thereto (collectively the "Contract Documents ").
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.
B. 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.
20
0
C. COMPENSATION 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 Two Hundred Forty-Nine Thousand,
Four Hundred and 001100 Dollars.
This compensation includes:
(1) Any loss or damage arising from the nature of the work,
(2) Any loss or damage arising from any unforeseen difficulties or obstructions in the
performance of the work,
(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, and which loss or expense occurs prior to acceptance
of the work by City.
D. NOTICE OF CLAIMS 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.
E. WRITTEN NOTICE Any written notice required to be given under the Contract
Documents shall be performed by depositing the same in the U.S. Mail, postage prepaid,
directed to the address of Contractor and to City, addressed as follows:
CITY
City of Newport Beach
Public Works Department
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Fong Tse
(949) 644 -3321
CONTRACTOR
Houalla Enterprised, LTD
dba Metro Builders & Engrs'
Group, LTD
2610 Avon Street, Unit A
Newport Beach, CA 92663
949 - 515 -4350
949 - 515 -4351 Fax
F. LABOR CODE 3700 LIABILITY INSURANCE Contractor, by executing this Contract,
hereby certifies:
"I am aware of the provisions of Section 3700 of the Labor Code which requires every
employer to be insured against liability for Workers' Compensation or undertake self -
insurance in accordance with the provisions of the Code, and I will comply with such
provisions before commencing the performance of the work of this Contract."
G. INSURANCE Insurance is to be placed with insurers with a Best's rating of no less
than A:VII and insurers must be a California Admitted Insurance Company.
Contractor shall furnish City with original certificates of insurance and with origina
endorsements effecting coverage required by this Contract. The certificates anc
endorsements for each insurance policy are to be signed by a person authorized by that
21
• •
insurer to bind coverage on its behalf. All certificates and endorsements are to be
received and approved by City before work commences. City reserves the right to
require complete, certified copies of all required insurance policies, at any time.
Contractor shall procure and maintain for the duration of the contract insurance against
claims for injuries to persons or damages to property, which may arise from or in
connection with the performance of the work hereunder by Contractor, his agents,
representatives, employees or subcontractors. The cost of such insurance shall be
included in Contractor's bid.
1. Minimum Scope of Insurance
Coverage shall be at least as broad as:
a) Insurance Services Office Commercial General Liability coverage "occurrence'
form number CG 0002 (Edition 11/85) or Insurance Services Office form number
GL 0002 (Edition 1/73) covering Comprehensive General Liability and Insurance
Services Office form number GL 0404 covering Broad Form Comprehensive
General Liability.
b) Insurance Services Office Business Auto Coverage form number CA 0002 0287
covering Automobile Liability, code 1 "any auto' and endorsement CA 0029 1288
Changes in Business Auto and Truckers Coverage forms - Insured Contract.
c) Workers' Compensation insurance as required by the Labor Code of the State of
California and Employers Liability insurance.
2. Minimum Limits of Insurance
Coverage limits shall be no less than:
a) General Liability: $2,000,000.00 combined single limit per occurrence for bodily
injury, personal injury and property damage. If Commercial Liability Insurance or
other form with a general aggregate limit is used, either the general aggregate
limit shall apply separately to this project/location or the general aggregate limit
shall be twice the required occurrence limit.
b) Automobile Liability: $1,000,000.00 combined single limit per accident for bodily
injury and property damage.
c) Workers' Compensation and Employers Liability: Workers' compensation limits
as required by the Labor Code of the State of California and Employers Liability.
3. Deductibles and Self- Insured Retentions
Any deductibles or self- insured retentions must be declared to and approved by City.
At the option of City, either: the insurer shall reduce or eliminate such deductibles or
self- insured retentions as respects City, its officers, officials, employees and
volunteers; or Contractor shall procure a bond guaranteeing payment of losses and
related investigations, claim administration and defense expenses.
22
i •
4. Other Insurance Provisions
The policies are to contain, or be endorsed to contain,.the following provisions:
a) General Liability and Automobile Liability Coverages
City, its officers, agents, officials, employees and volunteers are to be
covered as additional insureds as respects: liability arising out of activities
performed by or on behalf of Contractor, including the insured's general
supervision of Contractor; products and completed operations of Contractor;
premises owned, occupied or used by Contractor; or automobiles owned,
leased, hired or borrowed by Contractor. The coverage shall contain no
special limitations on the scope of protection afforded to City, its officers,
officials, employees or volunteers.
ii. Contractor's insurance coverage shall be primary insurance and /or primary
source of recovery as respects City, its officers, officials, employees and
volunteers. Any insurance or self - insurance maintained by City, its officers,
officials, employees and volunteers shall be excess of the Contractor's
insurance and shall not contribute with it.
iii. Any failure to comply with reporting provisions of the policies shall not affect
coverage provided to City, its officers, agents, officials, employees and
volunteers.
iv. Contractor's insurance shall apply separately to each insured against whom
claim is made or suit is brought, except with respect to the limits of the
insurer's liability.
v. The insurance afforded by the policy for contractual liability shall include
liability assumed by contractor under the indemnification /hold harmless
provision contained in this Contract.
b) Workers' Compensation and Employers Liability Coverage
The insurer shall agree to waive all rights of subrogation against City, its officers,
agents, officials, employees and volunteers for losses arising from work
performed by Contractor for City.
c) All Coverages
Each insurance policy required by this clause shall be endorsed to state that
coverage shall not be suspended, voided, canceled, rescinded by either party,
reduced in coverage or in limits except after thirty (30) days' prior written notice
by certified mail, return receipt requested, has been given to City.
All of the executed documents referenced in this contract must be returned within
ten (10) working days after the date on the "Notification of Award," so that the City
may review and approve all insurance and bonds documentation.
5. Acts of God
Pursuant to Public Contract Code Section 7105, Contractor shall not be responsible for
the repairing and restoring damage to Work, when damage is determined to have
been proximately caused by an Act of God, in excess of 5 percent of the Contract
23
M •
amount provided that the Work damaged is built in accordance with the plans and
specifications.
6. Right to Stop Work for Non - Compliance
City shall have the right to direct the Contractor to stop work under this Agreement
and/or withhold any payment(s), which become due to Contractor hereunder until
Contractor demonstrates compliance with the requirements of this article.
H. RESPONSIBILITY FOR DAMAGES OR INJURY
City and all officers, employees and representatives thereof shall not be responsible in
any manner: for any loss or damages that may happen to the Work or any part
thereof; for any loss or damage to any of the materials or other things used or
employed in performing the Work, for injury to or death of any person either workers or
the public; or for damage to property from any cause arising from the construction of
the work by Contractor, or its subcontractors, or its workers, or anyone employed by it.
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 the Contractor.
3. Contractor shall indemnify, hold harmless, and defend City, its officers and employees
from and against (1) any and all loss, damages, liability, claims, allegations of liability,
suits, costs and expenses for damages of any nature whatsoever, including, but not
limited to, bodily injury, death, personal injury, property damages, or any other claims
arising from any and all acts or omissions of Contractor, its employees, agents or
subcontractors in the performance of services or work conducted or performed
pursuant to this Contract; (2) use of improper materials in construction of the Work; or,
(3) any and all claims asserted by Contractor's subcontractors or suppliers on the
project, and shall include reasonable attorneys' fees and all other costs incurred in
defending any such claim. Contractor shall not be required to indemnify City from the
active negligence or willful misconduct of City, its officers or employees.
4. 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.
5. Nothing in this article, nor 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 in H.3, above.
6. The rights and obligations set forth in this Article shall survive the termination of this
Contract.
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.
J. CONFLICT If there is a conflict between provisions of this Contract and any other
Contract Document, the provisions of this Contract shall prevail.
24
K. 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.
IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day
and year first written above.
APPROVED AS TO FORM:
C"" gc
RON C. HARP
Assistant City Attorney
25
CITY OF NE POT CH
A Munici Corp n"ti
By:
Mayor
HOUALLAI
METRO BU
By:
c
Title: -5K
Print Name:
RISES, LTD., DBA
& ENGRS' LTD
Title: VXAO- 6��
Print Name:
• •
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
BOND NO. 58647883
Premium is for Contract Term and is Subject to Adjustment Based on Final Contract Price
FAITHFUL PERFORMANCE BOND
The premium charges on this Bond is $ 3,591.00
being at the rate of $ 14.40 thousand of the Contract price.
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion
adopted, awarded to Metro Builders & Engineers Group, LTD,
hereinafter designated as the "Principai ", a contract for construction of POLICE FACILITY
LOBBY RENOVATON, Contract No. 3902 in the City of Newport Beach, in strict conformity with
the plans, drawings, specifications, and other Contract Documents maintained in the Public Works
Department of the City of Newport Beach, all of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute Contract No. 3902 and the
terms thereof require the furnishing of a Bond for the faithful performance of the Contract;
NOW, THEREFORE, we, the Principal, and western Surety 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 Two Hundred Forty -Nine Thousand, Four Hundred and 001100 Dollars
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.
i
0 0
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 the City, only in the event the 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 or
to the specifications accompanying the same 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 the 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 a cuted by the Principal and
Surety above named, on the 2nd day of April 20
Metro Builders & Enaineers Grouo. Ltd
Authori Signa�re/Title
Fouad ualla, President
(Principal)
Western Surety Company I Jlfb Z
Name of Surety o ' ed Agen ature
2355 E. Camelback Road Suite 500 Phoenix AZ 65016
Address of Surety
602 - 212 -3216
Telephone
Leslie Hahn, Attomev -In -Fact
Print Name and Title
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
K0
0 0
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
a�"+.:,^a., »>, »LaG.a..a�.:� a.......... a. _- .x,.. ........._a.,.� a n•.a> a> a.,..- aca:,.at!-wvsi ;.:,..3>savai,.nat as a pc��,.1 1j
State of California
County of aj *146F
On before me, Act
to Here Insert Name aM Tit of the °Ificer
personally appearedG�
Neme(s) of 5ignar(s)
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) Ware 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 signature(s) on the
instrument the person(s), or the entity upon behalf of
101 nI E gp 0RA which the person(s) acted, executed the instrument.
COinmisslon # 1522544
Nokuy ft ftc itomlo I certify under PENALTY OF PERJURY under the laws
�m °E�n� °�h of the State of California that the foregoing a �t2 g g paragraph is
s.�„�_9.2�g true and correct.
WITNESS my hand and o icial ;;I.
Place Nalary Seal Above Signat a Now Public
gn re o ry
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
• • •
Document Date: Number Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
• Corporate Officer— Title(s): _
❑ Partner —❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Conservator
• Other:
Signer Is Representing:
RIGHTTHl/Pila PRINT
OF SIGNER
Signer's Name:
• individual
• Corporate Officer — Title(s): _
• Partner —❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Conservator
• Other:
Signer Is Representing:
RIGHTTH U INT
OF SIGPde NER PR
Ll
_ Y�'G>'H VC\v6l.RCl/T ✓�✓6`✓:`v4-
11 LI • -� yld �I+ - :11�•:
)Western Surety Cortarry
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
Leslie Hahn, Jeffrey W Cavignac, James P Schabarum II, M Wager, Janis Theodore,
Individually
of San Diego, CA, its we and lawful Attomey(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf
bonds, undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney, pursuant to the authority hereby given, arc hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation.
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 2nd day of January, 2008.
TMe WESTERN SURETY COMPANY
oi .
e ppPDgq�
Corr' it
:Qn poP+6F /
Paul T.Bruflat, Senior Vice President
State of South Dakota 1
f SS
County of Minnehaha
On this 2nd day of January, 2008, before me personally came Paul T. Bmflat, to me known, who, being by me duly sworn, did depose and say: that he
resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the above instrument; that he knows the seat of said corporation; that the seat affixed to the said instrument is such corporate seal; that it was so
affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation
My commission expires 44444444M444444444444444+
i D. KRELL i
November 30, 2012 `LROUTH DAKOTA i k SOUTH DAKOTA SEAL f
f44444444444444444444444�
CERTIFICATE
A.'a "a
D. Krell, NoUry Public
1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney heminabove set forth is still in
force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this 2nc1 day of Ap ri 1 2008.
osp4 ^ice WESTERN SURETY COMPANY
SfPx'
L. Nelson, Assistant Secretary
Forth F4280 -09-06
Authorizing By -Law
0
ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders
of the Company.
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other
officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
E
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
County of San Diego
0
On April 2, 2008 before me, J. E. Theodore, Notary Public
Date Here Insert tams and Title at the Officer
personally appeared Leslie Hahn
Names) of Sgmr(s)
j E. mmTm m DORE
CCoo i� tAMM. #1716730 A
NUTARY PUBLIC- CALIFORNIA
SAN DIEGO COUNTY +
NOVEMBER 24 20i 111
Place Notary Seal Above
who proved to me on the basis of satisfactory evidence to
be the person(6) whose name(e) isl*Vb subscribed to the
within instrument and acknowledged to me thattyte /she /00y
executed the same in fliS /her /ftYk authorized capacity0a),
and that by 1715/her /ftir signature(ts) on the instrument the
person(b), or the entity upon behalf of which the person(b)
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.
WitnesPnaV1ureoiNotaryPubl[c
1 official se
Signatu
OPTIONAL
Though the information below is not required bylaw, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer— Title(s):
❑ Partner — ❑ Limited ❑ General
r] Attorney in Fact : -
❑ Trustee -
❑ Guardian or Conservator T thumb here
❑ Other:
Signer Is Representing:
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer— Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator Top of thumb here
❑ Other:
Signer Is Representing:
®2009 Naeonal Notary A5a00a1i00-9350 De Seto Am, R.O. Box 2402 • Cha[exprth. CA 91313.2402• w .NationalNetary.ory ttem66907 Reorder: Cell Toll.Freel.800.976.6827
Best's Rating Center - Company Information for Western Surety Company Page 1 of 1
0 •
Vs,RaOngSFinancial$trengy_i lyzeer Dredit Secur'eee Advanggdsearch Othm Wee Cenlare sale,
Western Surety Company
lamlmter of cNAla4mansWC.pmA41iW
This mdnq is mx,W 1,i _.Penme mm raw.
AM.."...1. NNC /:i]taa PEm %'IaN...P
in om opinim,aeuellmleLi4lyb TMl Ndr
9- 1110xi Now YorA $kck Enclurge NYSE $VR
wgnrrg oLlgoYOneb OclicyMkera
Address: P.O. Box 5077
Phone: 606-336 -0850
Sioux Falls, SO 57117 -5077
Fax: 605 -330 -7416
Web: wwwxnasurety.com
Best's Ratings
Financial Strength Ratings View Definitlons
Issuer Credit Ratings View Definitions
Rating: A (Excellent)'
Long -Term: a
Affiliation Code: g (Group)
Outlook: Stable
Financial Size Category: IX ($250 Million to $500 Million)
Action: Affirmed
Outlook: Stable
Date: December 18, 2007
Action: Affirmed
Effective Dale: December 18, 2007
* Denotes Under Review Best's Ratings
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ns._u
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Center
This license filed Contractor's Bond number WCL1210862 in the
amount of $12,500 with the bonding company
INTERNATIONAL BUSINESS AND MERCANTILE REASSURANi
COMPANY.
Effective Date: 0110112007
Contractors Banding History
BOND of QUALIFYING INDIVIDUAL
1. The Responsible Managing Officer (RMO) FOUAD RIAD
HOUALLA certified that he /she owns 10 percent or more of it
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License Number: 597589 Extract Date: 03/20 /2(
.......
• Check Application Status
............
Business HOUALLA ENTERPRISES LTD
• Search for a Surety Bond
Information: dba METRO BUILDERS & ENGRS' GRP LTD
Insurance Company
2610 AVON STREET UNIT A
• Search fora Workers'
NEWPORT BEACH, CA 92663
Compensation Company
Business Phone Number: (949) 515 -4350
How to Participate
Entity: Corporation
Issue Date: 07103/1990
Expire Date: 07/31/2008
License Status: This license is current and active. All information below should b.
reviewed.
Classifications: CLASS DESCRIPTION
B GEN..ERAL BUILDING CONTRACTOR
A GENERAL ENGINEERING CONTRACTOR
Bonding: CONTRACTOR'S BOND
This license filed Contractor's Bond number WCL1210862 in the
amount of $12,500 with the bonding company
INTERNATIONAL BUSINESS AND MERCANTILE REASSURANi
COMPANY.
Effective Date: 0110112007
Contractors Banding History
BOND of QUALIFYING INDIVIDUAL
1. The Responsible Managing Officer (RMO) FOUAD RIAD
HOUALLA certified that he /she owns 10 percent or more of it
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voting stock/equity of the corporation. A bond of qualifying
individual is not required.
Effective Date: 07103/1990
This license has workers compensation insurance with the
TRAVELERS INDEMNITY COMPANY OF CONNECTICUT
Policy Number: DTEUB76391-49107
Effective Date: 12/01/2007
Expire Date: 11/0112008
W. grkers' Compensation History
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weekly. It is not a complete or certified record of the Corporation.
Corporation
HOUALLA ENTERPRISES LTD.
Number: C1432479
Date Filed: 3/22/1988
Status: active
Jurisdiction: California
Address
2610 AVON ST UNIT A
NEWPORT BEACH, CA 92663
Agent for Service of Process
FOUAD HOUALLA
2610 AVON ST UNIT A
NEWPORT BEACH, CA 92663
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SEARCH CATEGORY: By BUSINESS NAME
CRITERIA: Like METRO BUILDERS
Business
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Date
Date
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Type
Registered
Name
METRO
FNO
BUILDERS
OVALLA
AND
1
20036934496
02/24/2003
02/24/2008
ENTERPRISES,
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GROUP,
LTD
LTD.
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'
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I
Phone #: N.Mei Address:
�— fifTRQ 611ty[7r �—
License #: BT98034959 R
Bus. ID: 0021519
3RS INC 1 3 SAN JOAQUTM PLZ #215- 1 949- 644 -7600 27 records
METRO BUILDERS &
Name:
RS INC 1 3 SAN SOQUIN PLAZA #215- 1 949- 644 -7600
- RS INC I 3601 JAMBOREE RD- I 949 -72S -9600
L)Medi:
ENGINEERS GRP
- RS INC 3501 JAMBOREE RD SUITE 20001 949- 725 -9600
MAX Owner
HOUALLA, FOUAD
_ METRO BUILI 2610 AVON ST- 1 (949) 515 -4350
1 (949) 515 -4350 `
49a1x7 Name:
METRO BUILI SHELLY IRVINE-
1 (949) 515 -4350
.
$i en Owner C
lb
METRO BUILI -
>. METRO HUILI 2610 AVON ST #A- l (949) 515 -4350
METRO BUILI - 1 (949) 515 -4350
4OBiOSF Exp. Date: 6/30/2008
476usin S Addy: 2610 AVON ST #A
i
40CA D S Addy 2:
status Code Key
49Califr Addr3: NEWPORT BEACH CA
ifiCaml Zip: 92663
OCAW B Addr1: 2610 AVON ST #A
WChecl B Addr2:
B Addr3: NEWPORT BEACH, CA
Class
B Zip: 92663
40CNB
Phone: 949-515-4350
�—
n�. - 111 {jilt, sag i
�1Cons11 FEIN: 330284748
. ,. ,� 111491 ,. ,:_��«,.. -_- e=
ilContr SEIN: 1432479
BUILDERS 2810 AVON ST "A' 261GAVONST 949-515 4350
COUfI FSTahhchnd 7111104R
gym..
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�Cralg! I E� NGINEIiE1R1 GRO UP (949)515- 47
,Credit Union .
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261CAVONST 4350
BUILDERS
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r-3771 EXPIRED
METRO BUILDERS 2610AVgNSTREET
49 Discount Cruis... $.} } (•
-:1 3325 EXPIRED
METRO BUILDERS & ENG. a
2610 AVON ST 0 fF,
OB Discount hotel...
GROUP
.�
�ifedeX.COm - r 3326 EXPIRED
ENGINEERS GROUP, 2610 AVON ST 4300515- g ¢e,
METRO BUILDERS 4350 s
Sfree fonts - x0181 EXPIRED
METRO BUILDERS AND, 2510 AVON ST 0 -
ENGINEERS GROUP ,
CITY OF NEWPORT BEAR METRO BUILDERS
PUBLIC WORKS DEPARTMENT & ENGINEERS GROUP, LTD,
2610 Avon Street, Suite A
PROPOSAL Newport Beach, CA 92663
POLICE FACILITY LOBBY RENOVATION
CONTRACT NO. 3902
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
Newport Beach, California 92663
Gentlemen:
The undersigned declares that he 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 by the City and shall perform all work required to complete Contract No. 3902 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:
ITEM QUANTITY ITEM DESCRIPTION AND UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE
1. Lump Sum Lobby Renovation
-rum FVIT
-rl �d Fir VV ollarS
and GO
Zerp Cents $ Aqql L(00.
Per Lump Sum
TOTAL PRICE (WORDS)
ervio y0t,1AreA �brltr -N ire .�,Sa �o,h. 11r,,.rl r•c.- Dollars
and —%2 cc Cents $ �-q, 400 • t
TOTAL PRICE (FIGURES)
RyM ref v Y's ,i P, Lid
Date Bidder
(�2LJ ) 6 4,3iS /NWi )Sk -�-,�S►. L ��Ce,�A
Bidder's Telephone and Fax Numbers Bidders Author' ed Sig ure an Title
5CTTD7 �m RI-E) 2 N+S4-Alu h(A G2(o3
Bidder's License No(s). Bidder's Address
and Classification(s)
Within twenty-four (24) hours after bids are opened, the low bidder shall submit to the Engineer a
"Schedule of Values" listing at least fifteen (15) items of work, Including a separate item for the display
cases. The Schedule will be used to calculate monthly progress payments during the term of
construction and to pay for actual units of completed work.
0
1
1
1
1
1
1
2
2
2
2
2
2
3
3
3
4
4
4
4
PUBLIC WORKS DEPARTMENT
INDEX
FOR
SPECIAL PROVISIONS
MASTER FORMAL CONTRACT
CONTRACT NO. 3902
INTRODUCTION
PART 1 - -- GENERAL PROVISIONS
SECTION 2
SCOPE AND CONTROL OF THE WORK
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 -1.3.4
Inspection and Testing
SECTION 6
PROSECUTION, PROGRESS AND ACCEPTANCE
OF THE WORK
6 -1
CONSTRUCTION SCHEDULE AND
COMMENCEMENT OF THE WORK
6 -7
TIME OF COMPLETION
6 -7.1
General
6 -7.2
Working Days
6 -7.4
Working Hours
6 -9
LIQUIDATED DAMAGES
SECTION 7
RESPONSIBILITIES OF THE CONTRACTOR
7 -7
COOPERATION AND COLLATERAL WORK
1
1
1
1
1
1
2
2
2
2
2
2
3
3
3
4
4
4
4
ARCHITECTS'S TECHNICAL SPECIFICATIONS
Last saved by mlocey0V0512008 4:05 PM
f: \users \pbw \shared \contracts\fy 07- 08\police facility lobby renovation c- 3902\specs index c- 3902.doc
r •
7 -8
PROJECT SITE MAINTENANCE 5
7 -8.5
Temporary Light, Power and Water 5
7 -8.6
Water Pollution Control 5
7 -8.8
Steel Plates 5
7 -15
CONTRACTOR LICENSES 6
7 -16
CONTRACTOR'S RECORDWAS BUILT DRAWINGS 6
SECTION 9
MEASUREMENT AND PAYMENT 6
9 -3
PAYMENT 6
9 -3.1
General 6
9 -3.2
Partial and Final Payment 6
ARCHITECTS'S TECHNICAL SPECIFICATIONS
Last saved by mlocey0V0512008 4:05 PM
f: \users \pbw \shared \contracts\fy 07- 08\police facility lobby renovation c- 3902\specs index c- 3902.doc
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
POLICE FACILITY LOBBY RENOVATION
CONTRACT NO. 3902
INTRODUCTION
SP 1 OF 6
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- 5199 -S); (3) the City's
Standard Special Provisions and Standard Drawings for Public Works Construction,
(2004 Edition), including Supplements; (4) the Standard Specifications for Public Works
Construction (2003 Edition), including supplements; (5) the California Building Code
(2001 Edition); and (6) the Building permits. Copies of the Standard Special Provisions
and Standard Drawings may be purchased at the Public Works Department. Copies of
the Standard Specifications for Public Works Construction may be purchased from
Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802; Tel. (714)
517 -0970.
The following Special Provisions supplement or modify the Standard
Specifications for Public Works Construction as referenced and stated
hereinafter:
PART 1
GENERAL PROVISIONS
SECTION 2-- -SCOPE AND CONTROL OF THE WORK
2-6 WORK TO BE DONE Add to this section, "The work necessary for the completion
of this Contract consists of obtaining building permits, removing certain interior portions
of the Police Facility lobby at 870 Santa Barbara Drive, and constructing lobby and
accessibility improvements at the Police Facility."
SECTION 3--- CHANGES IN WORK
3 -3 EXTRA WORK
3 -3.2 Payment
3-3.2.3 Markup. Replace this section with,
SP2OF6
"(a) Work by Contractor. The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor ............. ............................... 20
2) Materials ........ ............................... 15
3) Equipment Rental ........................... 15
4) Other Items and Expenditures ........... 15
To the sum of the costs and markups provided for in this subsection, 1 percent shall
be added for compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is
performed by a Subcontractor, the markup established in 3- 3.2.3(a) shall be applied
to the Subcontractor's actual cost of such work. A markup of 10 percent on the first
$5,000 of the subcontracted portion of the extra work and a markup of 5 percent on
work added in excess of $5,000 of the subcontracted portion of the extra work may
be added by the Contractor.
SECTION 4 - -- CONTROL OF MATERIALS
4 -1 MATERIALS AND WORKMANSHIP
4 -1.3 Inspection Requirements
4 -1.3.4 Inspection and Testing. All material and articles furnished by the
Contractor shall be subject to rigid inspection, and no material or article shall be used in
the work until it has been inspected and accepted by the Engineer. The Contractor
shall furnish the Engineer 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.
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 Standard
Drawings for Public Works Construction 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
CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add to this
section: "The Contractor shall submit a construction schedule to the Engineer for
approval a minimum of ten (10) working days prior to the pre - construction meeting.
Said schedule may be bar chart or CPM style. Construction shall not begin until a
Notice to Proceed has been issued, a pre- construction meeting has been conducted,
and the construction schedule has been approved by the Engineer.
SP3O1`6
The Engineer will review the schedule and may require the Contractor to modify it to
conform to the requirements of the contract documents. If work falls behind the approved
schedule, the Contractor shall be prohibited from starting additional work until he has
exerted extra effort to meet the approved schedule and has demonstrated that he will be
able to maintain his approved 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.
The term "work" as used herein shall include furnishing acceptable contract documents,
obtaining permits, and performing demolition, removals, construction, installation,
adjustment, cleanup, etc., as specified herein and on the Plans."
6 -7 TIME OF COMPLETION
6 -7.1 General. Add to this section: "The Contractor shall complete all construction
within 50 consecutive working days after the date on the Notice to Proceed.
The Contractor shall be granted a $500 early completion incentive for each work day
that the work is completed to the satisfaction of the Engineer prior to the 50 consecutive
work days completion deadline. The maximum early completion incentive is $5,000.
The Contractor shall ensure the availability of all construction materials prior to starting
work. Unavailability of materials will not be sufficient reason to grant the Contractor an
extension of time for 100 percent completion of work."
6 -7.2 Working Days. Revise 3) to read: "any City holiday, defined as January 1S`
the third Monday in January (Martin Luther King Day), the third Monday in February
(President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in
September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday
in November (Thanksgiving and Friday after), December 24`h, (Christmas Eve — half
day), December 25th (Christmas), and December 31St (New Year's Eve — half day). If
January 1st, July 4th, November 11th or December 25th falls on a Sunday, the
following Monday is a holiday."
6 -7.4 Working Hours. Normal working hours are limited to 7:00 AM to 6:00 PM,
Monday through Friday. The Contractor and his subcontractors, suppliers, etc., shall
not generate any noise at the work site, storage sites, staging areas, etc., before or
after these normal working hours.
Should the Contractor elect to work outside normal working hours or on Saturdays, the
Contractor shall first request approval from the Engineer. A separate approval shall be
requested for each work shift. The Engineer reserves the right to deny any or all such
requests. If the work is progressing on -time or ahead of schedule, the Engineer could
consider exempting the Contractor from paying the after -hour supplemental inspection
fees at the rate of $123.00 per hour when inspection is required for after -hour work.
SP4OF6
6-9 LIQUIDATED DAMAGES. Revise sentence three to read: "For each consecutive
calendar day after the time specified in Section 6 -7.1 for completion of work that work is
not completed, the Contractor shall pay to the City, or have withheld from moneys due
it, the daily sum of $1000."
Revise paragraph two, sentence one, to read: "Execution of the Contract shall
constitute agreement by the City of Newport Beach and the Contractor that $1000 per
day is the minimum value of the costs and actual damage caused by failure of the
Contractor to complete 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 the Police Department and the public as a result of the Contractor's
construction operations."
SECTION 7 - -- RESPONSIBILITIES OF THE CONTRACTOR
7-5 PERMITS. Replace this section with "The project is deemed 'permit- ready' by the
City's Building Department (Plan Check No. 2529 - 2007). The Contractor shall obtain
building permits for the renovation from the Building Department. City of Newport
Beach plan check, building permit and inspection fees will be waived."
7 -7 COOPERATION AND COLLATERAL WORK. Add to this section: "Police
personnel are on continuous duty at the Police Facility and will require continuous
access through the front of the Police Facility during construction. These operations
shall not be disturbed.
To minimize the impact of lobby construction, the Contractor shall:
1. Make every effort to conduct his work in a manner that will not interfere with
Police operations onsite or within the Police Facility.
2. Provide barriers to control construction dust and debris at all times.
3. Remove construction debris from the work site at the end of each workday.
4. Provide restrooms, telephone and trash service for construction personnel.
5. Schedule lobby restroom work such that the restrooms may be closed and the
continuous restroom work will be completed within a minimum number of
working days, but no more than two (2) consecutive weeks unless otherwise
approved by the Engineer.
6. Maintain Police Department business vehicle access to and from the Police
Facility and its parking lots at all times.
0
SP5OF6
7. Park construction and personal vehicles on Bombero Street, with vehicles
allowed onsite for loading, unloading and delivery as approved by the Engineer.
To assure the security of this essential facility during construction, the Contractor shall:
1. Provide lists of workers to the Police Department for criminal background
checks.
2. Instruct workers to check out and exhibit credentials provided by the Police
Department at all times and to return them daily to the front desk.
3. Access the work area through the front entrance of the Police Facility only.
4. Instruct workers to remain within the work area and not to enter other areas of
the Police Facility without prior approval of the Police Department Fiscal Services
Facilities Manager or his designee."
7-8 PROJECT SITE MAINTENANCE
7-8.5 Temporary Light, Power and Water. Add to this section: "The Contractor
will have gratis use of the City's water and power at the site."
7 -10 PUBLIC CONVENIENCE AND 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 and the Work Area Traffic
Control Handbook (WATCH), also published by Building News, Inc.
Ingress /egress through the lobby and within the limits of work shall be maintained at all
times. The Contractor shall furnish and install signage, barricades, delineators, yellow
safety ribbon, tunnels, and any other measures deemed necessary by the Engineer to
safely provide ingress /egress through the lobby. Doors from the lobby to the interior of
the building shall remain locked and controlled by Police personnel at all times."
7 -10.2 Storage of Equipment and Materials in Public Streets. Delete the first
paragraph and add the following: "Construction materials and equipment may be
stored within four parking stalls on the west side of the Police building and along
Bombero Street on the east side of the Fire building. The Contractor may also park a
construction trailer on the north side of the Police building or along Bombero Street.
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."
0 0
SP6O176
7 -15 CONTRACTOR'S LICENSES. At the time of the award and until completion of
work, the Contractor shall possess a General Building Contractor B License. At the
start of work and until completion of work, the Contractor and all subcontractors shall
each possess a Business License issued by the City of Newport Beach.
7 -16 CONTRACTOR'S RECORDS /AS BUILT DRAWINGS. A stamped set of
approved plans and specifications shall be on the job site at all times. In addition, 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 bill is submitted.
Upon completion of the project, the Contractor shall provide to the Engineer "As- Built"
corrections upon a copy of the plans. The "As- Built" plans shall be submitted and
approved by the Engineer prior to final payment or release of bonds.
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.
SECTION 9 - -- MEASUREMENT AND PAYMENT
9-3 PAYMENT
9 -3.1 General. Revise paragraph two to read: "The lump sum price bid shown on
the Proposal shall include full compensation for furnishing all labor, materials, tools, and
equipment and doing all the work, providing dust and debris control, including cleanup
and restoring existing improvements, to complete the item of work in place and no other
compensation will be allowed."
9-3.2 Partial and Final Payment. Add to this section: "Partial payments for
mobilization 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 which augment, but are not referenced to, sections of the
Standard Specifications for Public Works Construction.
0 0
ARCHITECT'S TECHNICAL SPECIFICATIONS
Prepared by
Williams E. Skinner & Associates, Inc.
1
4
0
Specifications
Newport Beach Police Department
Renovation of Foyer
DIVISION 1 - GENERAL REQUIREMENTS
01020 Allowances
01100 Alternatives
01300 Submittals and Substitutions
DIVISION 2 - SITE WORK
02050 Demolition and Removal
02500 Detectable Warning Surfaces
pIVISION 3 - CONCRETE
None this Project
DIVISION 9. - MASONRY
None this Project
DIVISION 5 - METALS
None this Project
,DDIVISION 6 - WOOD AND PLASTIC
06100 Rough Carpentry
06200 Finish Carpentry and Millwork
06651 Solid Surface Fabrication
None this Project
DIVISION 8 - DOORS AND WINDOWS
08110 Hollow Metal Frames
08130 Stainless Steel Door
08200 Wood Doors
00700 Finish Hardware
08800 Glass and Glazing
DIVISION 9 - FINISHES
Frames and Storefront
09110 Non -load bearing Wall Framing
09250 Gypsum Board
Table of Contents
Page 1
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Newport Beach Police Department
Renovation Of Foyer
09300 Tile
09450 Wall Covering
09510 Acoustical Tile Ceiling
09900 Painting
DIVISION 10 - SPECI_ALTIES
None this Project
JDIVISION 11 - EQUIPMENT
None this Project
DIVISION 12 - EURNISHINGS
12494 Roller Shades
DIVISION 13 - SPECIAL CONSTRUCTION
13065 Bullet Resistant Protection
DIVISION 14 - CONVEYING SYSTEMS
None this Project
DIVISION 15 - MECHANICAL
See Mechanical drawings
Division 16 �'Electrical
16010 Basic Electrical Requirements
16050 Basic Electrical Materials
16111 Conduit and wire
16500 General Lighting
END OF TABLE OF CONTENTS
Table of Contents
Page 2
9
PART 1 - GENERAL
1.1 The contractor
in the amount
fixtures, such
or specified.
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Newport Beach Police Department
Renovation of Foyer
SECTION 01020
ALLOWANCES
shall in his Base Bid include an Allowance
of $10,000 for display shelving and
shelving and fixtures are not yet selected
END OF SECTION
Allowances
Section 01020 -Page 1
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PART 1 - GENERAL
1.1 DESCRIPTION:
A. Work included
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Newport Beach Police Department
Renovation of Foyer
SECTION 01100
ALTERNATIVES
To allow the Owner to compare total costs where alterna-
tive materials and methods might be used, and to.enable
the owner's decision prior to awarding the contract,
certain alternatives have been established as described
in this section. The owner reserves the right to accept
or reject any and all alternates.
B. Related Work described elsewhere:
1. Pertinent sections of these specifications describe the
materials and methods required under the various alter-
natives.
2. The method for stating the proposed contract sum is
described in the Bid Form.
1.2 SUBMITTALS:
All alternatives described in this section are required to
be reflected in the bid submitted on the Bid Form for
the Work; however do not submit alternatives other than
those described in this section ekcept as provided for
under "Substitution" in Section 01300.
1.3 PRODUCT HANDLING:
If the owner elects to proceed on the basis of one or more
of the alternatives, make all modifications of the work
required in the furnishing and installation of the
Alternatives
Section 01100 -Page 1
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Newport Beach Police Department
Renovation of Foyer
selected alternative or alternatives to the approval of
the Architect and at no additional cost to the owner
other than as proposed on the bid form.
PART 2 - PRODUCTS:
2.1 ALTERNATIVE NO. 1:
A. General
1. The owner wishes to determine in advance possible
savings by substituting a stainless steel clad
door, frames and storefront system.
B. Base Bid:
For the Base Bid propose a contract sum for a stainless
steel door, frames and storefront system as shown on
the drawings and specified under Section 08130.
C. Alternate Bid:
:e
Under Alternate No. 1 on the Bid Form propose a
contract sum to furnish and install in lieu of the
stainless steel. door, frames and storefront a aluminum
door, frames and storefront system with a mill finish
and clad with a .040° stainless steel cladding, with
all sections, profiles and finishes to match the
stainless steel members shown on the drawings and
identified in the Base Bid.
PART 3 - EXECUTION:
3.1 ADVANCE COORDINATION:
Immediately after award of the contract and to the maximum
extent practicable, advice all personnel and suppliers as to
the nature and extent of alternatives selected by the owner
and of the changes affecting the work.
3.2 SURFACE CONDITIONS:
Prior to the installation of the alternative items, verify
Alternatives
Section 01100 -Page 2
Newport Beach Police Department
Renovation of Foyer
that all surfaces have been modified as necessary to accept
the installation and that the item or items may be installed
in complete accordance with their manufacturer's current
recommendations; in the event of discrepancies immediately
notify the Architect and proceed as he directs.
END OF SECTION
r
Alternatives
Section 01100 -Page 3
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Newport Beach Police Department
Renovation of Foyer
SECTION 01300
SUBMITTALS AND SUBSTITUTION
PART 1 - GENERAL
1.1 DESCRIPTION
A. Work Included
I. Wherever possible throughout the Contract Documents,
the Minimum acceptable quality of workmanship and
materials Has been defined eit er by manufacturer's
name and catalog number or by reference to recognized
industry Standards.
2. To ensure that the specified products are furnished
and installed in accordance with design intent, pro -
cedures have been established for.advance.submittal
of design data and for its review and approval ar-
rejection by the Owner and /or Architect.
B. Related work described elsewhere:
1. Contractual requirement
For submittal: General Conditions
1.2 PRODUCT HANDLING
Make all submittals of Shop Drawings, Samples, requests
for substitutions and other items in strict accordance with
the provisions of this Section of these Specifications.
PART 2 - PRODUCTS
2.1 SHOP DRAWINGS
A. Scale required:
Unless otherwise specifically directed by the Architect
Submittals and Substitutions
Section 01300 -Page 1
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Newport Beach Police Department
Renovation of Foyer
Make all shop drawings accurately to a scale sufficiently
large to show all pertinent features of the item and its
method of connection to the work.
B. Type of prints required:
Unless specifically directed by the Architect make all
shop drawing prints in black line on white background
and mylar transparencies as indicated.
C. Number of Prints required:
Submit five copies in blackline and one copy in trans -
parency " the Architect._
2.2 SAMPLES:
A. Accuracy of Sample:
Unless specifically directed by the Architect all samples
shall be of the precise article proposed to be furnished.
B. Number of Samples required:
Submit all samples in the
be returned plus two which
Architect and Ownef.
2.3 COLORS:
A. General:
quantity which is required to
will be retained by_the
Unless the precise color and pattern is specifically
described in the Contract Documents, whenever a choice
of color or pattern is available in a specified product
submit accurate color charts and pattern charts to the
Architect for his review and selection.
B. Comparative Analysis:
Unless all available colors and patterns have identical
-costs and identical wearing capabilities and are iden-
tically suited for the installation, completely describe
Submittals and Substitutions
Section 01300 -Page 2
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Newport Beach Police Department
Renovation of Foyer
the relative costs and capabilities of each.
2.4 SUBSTITUTIONS:
A. Owner's Approval required:
1. The contract is based on the materials, equipment and
methods described in the contract documents.
2. The owner will consider proposals for substitution
of materials, equipment and methods only when such
proposals are accompanied by full and complete tech-
nical data and all other information required by the
Architect to evaluate the proposed substitution.
3. Do not substitute materials, equipment or methods un-
less such substitution has specifically been approved
for this work by the Architect.
B. "Or Equal"
1. Where the phrase "or equal" or "or equal as approved
by the Architect" occurs in the contract documents,
do not assume that materials, equipment or methods
will be approved as equal by the Architect unless the
item has been specifically approved for this work by
the Architect.
2. The decision by the Architect shall be final.
C. Availability of specified items:
1. Verify prior to bidding that all specified items will
be available in time for installation during orderly
and timely progress of the work.
2. In the event specified items will not be so available
so notify the Architect prior to receipt of bids.
3. Costs of delays because of non - availability of
specified itexks, when such delays could have been
avoided by the contractor, will be back - charged as
necessary and shall not be borne by the owner.
Submittals and Substitutions
Section 01300 -Page 3
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Newport Beach Police Department
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D. Separate Substitute Bids:
Bidders may, if they wish, submit completely separate
bids using materials and method other than those des-
cribed in these contract documents, provided that all
substitutions are clearly described and identified and
that the bid is in all other respects in accordance with
the provisions of the contract documents.
2.5 MANUALS:
A. General:
Where manuals are required to be submitted covering
items included in this work, prepare all such manuals
in durable plastic binders., approximately 8 11 x 11 inch
in size and with at least the following:
I. Identification on, or readable through, the front
cover stating general nature of the manual.
2. Neatly typewritten index near the front of the
' manual , furnished immediate information as to
location in the manual of all emergency data
regarding the installation.
3. Complete instructions regarding operation and main-
tenance of all equipment involved.
4. Complete nomenclature of all replaceable parts, their
part numbers, current cost and name and address of
vendor of parts.
5. Copy of all warranties and guarantees issued.
6. Copy of the approved shop drawings with all data
concerning changes made dufing construction.
B. Extraneous Data:
Where contents of manuals include manufacturer's
catalog pages, clearly indicate the precise items in-
cluded in this installation and delete, or otherwise
clearly indicate all manufacturer's data with which
this installation is not concerned.
- -.... -- -- ........_._ ions
Section 01300 -Page 4
Newport Beach Police Station
Renovation of Foyer
C. Numbers of Copies Required:
Unless otherwise specifically directed by the Architect
deliver one copy of the manual to the Architect and
three copies to the owner.
PART 3 - EXECUTION:
3.1 IDENTIFICATION OF TRANSMITTALS:
Completely identify each submittal and resubmittal by
showing at least the following information:
A. Name and address of submitter plus name and the telephone
number of the individual who may be contacted for further
information.
B. Name of project as it appears on each page of these
Specifications.
C. Drawing number and specifications section number to which
the submittal applies.
i•
D. Whether this is an original submittal or resubmittal.
3.2 COORDINATION OF SUBMITTALS:
A. General:
Prior to submittal for Architect's review use all means
necessary to fully coordinate all material including the
following procedures:
1. Determine and verify all field dimensions and con-
ditions, materials, catalog numbers, and similar data.
2. Coordinate as required with all trades and with all
public agencies involved.
3. Secure all necessary approvals from public agencies
and others and signify by stamp, or other means, that
they have been secured.
-- - - s afis
Section 01300 -Page 5
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Newport Beach Police Station
Renovation of Foyer
4. Clearly indicate all deviations from the contract
documents.
B. Grouping of Submittals:
Unless specifically permitted by the Architect, make all
submittals in groups containing all associated items; the
Architect may reject partial submittals as not complying
with the provisions of the contract documents.
3.3 TIMING OF SUBMITTALS:
A. General:
it Make all submittals far enough in advance of scheduled
dates of installation to provide all required time for
reviews, for securing necessary approvals, for possible
revision and resubmittal and for placing orders and
securing delivery.
2. In'scheduling allow at least five full working days
for the Architect's review following his receipt of
the submittal.
B. Delays:
Costs of delays occasioned by tardiness of submittals may
be backcharged as necessary and shall not be borne by
the owner.
END OF SECTION
Submittals and Substitutions'
Section 01300 -Page 6
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PART 1 - GENERAL
1.1 SUBMITTALS
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Newport Beach Police Department
Renovation of Foyer
SECTION 02050
DEMOLITION AND REMOVAL
Submit proposed salvage, demolition and removal procedures
to the Architect before work is started. Procedure shall
provide for careful removal and disposition of materials
specified to be salvaged coordination of other work in
progress, a disconnection schedule of utility services, a
detailed description of methods and equipment to be used
for each operation and sequence of operations.
1.2 REQUIREMENTS:
The work includes demolition and removal of all
Construction indicated and as required for the
implementation of new work. Demolition shall not begin
until authorized by owner. All materials resU1 tang from
demolition work, unless otherwise indicated, shall become
the property of the contractor and shall be disposed of in
a legal manner. Remove rubbish and debris daily. Store
materials which cannot be removed daily in an area speci-
fied by owner.
1.3 DUST CONTROL:
Take appropriate action to ascertain that no dust is spread
to outside the work area and to avoid the creation of a
nuisance in the surrounding area.
1.4 PROTECTION:
A. Protect existing work that is to remain in place. Repair
items that are damaged during performance of this work or
replace with new.
Demolition and Removal
Section 02050 -Page 1
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Newport Beach Police Station
Renovation of Foyer
B. where pedestrian safety is endangered in the area of
work provide all means necessary to eliminate any
hazard that may be posed to the public or employees.
Notify owner in advance of any temporary covering or
barricades that may need to be provided.
PART 2 - EXECUTION:
2.1 EXISTING FEATURES TO BE REMOVED:
Verify with drawings the extent of demolition and removal
required. For removal of electrical or mechanical features
refer to electrical and mechanical drawings.
2.2 CLEAN -UP:
Remove and transport debris and rubbish in a manner that
will prevent spillage on streets or adjacent areas. In-
adverdant spillage should be cleaned immediately from all
areas.
2.3 REGULATIONS
t. Comply with Federal, State and local hauling and disposal
regulations.
END OF SECTION
Cl
Demolition and Removal
Section 02050 -Page 2
0
E
PART 1 GENERAL
1.1 DESCRIPTION
0
Newport Beach Police Department
Renovation of Foyer
SECTION 02500
DETECTABLE WARNING MATS
A.This Section specifies furnishing and installing surface
applied polyurethane detectable warning mat where indicated,
using.an exterior grade tactile warning surface described
herein.
1.2 RELATED WORK SPECIFIED ELSEWHERE
B. Drawings and general provisions of Contract
1.3 SUBMITTALS
C. Product Data: Submit manufacturer's literature describing
products, installation procedures and routine maintenance.
D. Samples for Verification Purposes: Submit three (3) samples
Of surface applied polyurethane tactile mat-of the kind
Proposed for use.
E. Shop drawings are required for products specified showing
fabrication.details; the surface profile; adhesives; plans
of mat placement including joints, and material to be used
as well as outlining installation materials and procedure.
D. Material Test Reports: Submit test reports from qualified
independent testing laboratory indicating that materials
proposed for use are in compliance with requirements and
meet the properties indicated.
1.4 QUALITY ASSURANCE
A. Provide surface applied tactile mat and accessories
produced - -- ... - - - -- ...
---- -- -- -- 1}y -a singt�- manufaZ`ture =.
Detectable Warning Mats
Section 02500 -Page 1
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Newport Beach Police Department
Renovation of Foyer
B.Installer's Qualifications: Engage an experienced
Installer qualified for installation, who has successfully
installations similar in material, design, and extent to
that indicated for this project.
C.Americans with Disabilities Act (ADA): Provide tactile
warning surfaces which comply with the detectable warnings
on walking surfaces section of the Americans with
Disabilities Act (Title 49 CFR TRANSPORTATION, Part 37.9
STANDARDS FOR ACCESSIBLE TRANSPORTATION FACILITIES, Appendix
A, Section 4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES.
In addition products must comply with CALIFORNIA TITLE 24
requirements regarding patterns, color and sound on cane
contact.
Polyurethane tactile mat incorporating truncated domes shall
conform to the following:
1. Water Absorption of mat when tested by ASTM -D 570 not
to exceed 0.36 %.
2. Slip Resistance of mat when tested by ASTM -C 1028 the
combined wet /dry static co- efficient of friction not to
be less than 0.90.
3. Tensile Strength of mat when tested by ASTM -D 412 not
to be less than 1,100 psi.
4. Tear Strength of Tile when tested by ASTM -D - 624 -91
not to be less than 200 psi.
5. Chemical Resistance of mat when tested by ASTM -D -1038:
No change
6. Stain Resistance of mat when tested by ASTM -2299: No
change
7. Smoke Density of mat when tested to ASTM E 662: 245 (@
4 minutes)
8. Flammability of mat when tested to ASTM E 648: 1.12
watts / cm. sq.
Detectable Warning Mats
Section 02500 -Page 2
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Newport Beach Police Department
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1.5 DELIVERY, STORAGE AND HANDLING
A. Mat and adhesive materials shall be suitably packaged or
crated to prevent damage in shipment or handling.
1.6 SITE CONDITIONS
A: Provide barricades or screens to protect passengers or
public.
1.7 Warranty
A.Surface applied detectable warning mat shall be warranted in•
writing for a period of five years from date of final
completion.
Part 2 PRODUCTS
2.1 MAT MANUFACTURER
A.The polyurethane detectable warning mat specified is based
on the Detectable Warning Mat manufactured by Detectable
Warning Systems, Inc. (866- 999 - 7452). Existing engineered
ADA and California Title 24 field tested products in service
for a minimum of 2 years which are subject to compliance
with requirements, may be incorporated in the work and shall
meet or exceed the specified test criteria and
characteristics.
1. Color: Yellow conforming to Federal Color No. 33538.
Color shall be homogenous throughout the mat.
2.2 INSTALLATION MATERIALS
A. DWS # 3549, heavy -duty elastomeric two -part polyurethane
ground adhesive.
B. DWS # ES10, cyanoacrylate edge sealer.
C. DWS.# SS10, cyanoacrylate seam sealer.
D. DWS #NA25100Y, low profile nylon expansion anchors 14 inch
diameter by 1 -inch long to be positioned in the molded
recess area at the rate of 6 anchors for each 2' x 4` mat
- -- ---- - -- - -- -end . 8- anchors -far each- -3' - - -x -- 4' mat __ . -. ..... --
Detectable Warning Mats
Section 02500 -Page 3
PART 3 - EXECUTION
3.1 INSTALLATION
LJ
Newport Beach Police Department
Renovation of Foyer
A.During all surface preparation and mat installation
Procedures ensure adequate safety guidelines are in place
and that they are in accordance with the applicable
industry and government standards.
B. The application of all adhesives, sealants and mechanical
fasteners shall be in strict accordance with the
guidelines set by their respective manufacturers.
C. Throughout the installation phases of surface preparation
and mat setting, ensure that care is taken to prevent
damage to any work.
D. Immediately prior to installing the surface applied
tactile mats, all surfaces must be inspected to ensure
that they are clean, dry, free of voids, curing compounds,
projections, loose material, dust, oils, grease, sealers
and determined to be structurally sound before the
application of the setting adhesive. If present, all
cracks or holes larger than 1/8" shall be patched. The
setting adhesive requires that the substrate and the
ambient temperature are 60 degree F minimum and rising,
and completely dry with no precipitation during 24 hours
Prior to installation. Assure that sprinklers or other
water sources will not be turned on during the
lhstallation'and adhesive curing process.
E. cut and pre- position the mats as shown on the drawings.
Inspect the mats and clean all dust and other contaminants
from the surfaces to be adhered. Install duct tape to mask
the substrate concrete paving, 1 /8" beyond the edge of the
Pre-positioned mats. Set the mats in place one at a time,
true and square, following the manufacturers written
instructions.
F. Mix the ground adhesive according to the manufacturer's
written instructions. Spread the adhesive to provide
complete 1008. coverage.. over .rhp cons � substrate - -- —
Detectable Warning Mats
Section 02500 -Page 4
Newport Beach Police Department
Renovation of Foyer
surface, using a clean, well- maintained 3132 -inch V notch
trowel. Place mats tight against each other in their pre -
laid positions. Press firmly from the center out to remove
all air bubbles. When butting mats together, use duct tape
to temporarily hold the seams tight. After the mats are in
installed, remove the perimeter tape from the concrete
substrate and firmly press down the corners of each mat.
Then cover the mats with plywood weighted down -with several
25# sand bags. Keep weighted plywood in place for several
hours to insure complete bonding of the adhesive.
After the mats have been installed and the ground adhesive
has set, nylon anchors shall be installed. Drill holes true
and straight to the depth required using the recommended bit
with holes located by the molded recesses area in the mats.
Clean dust from the holes to provide clear passage for the
anchor. Mechanically fasten tiles to the floor surface
using a hammer to set the impact anchors provided. Ensure
the fastener has been set to full depth, straight and true.
Care should be taken when setting the fastener to avoid any
inadvertent blows with the hammer to the tile surface.
Apply a small bead of Seam Seal Adhesive along all joint
seams, avoiding contact with skin.
Apply a small bead of Edge Sealer along all outer edges of
mats, avoiding contact with skin
After the mats have been fully installed, and sealer has
cured, the surface shall be cleaned, following the
recommended maintenance and cleaning procedures.
3.02 CLEANING AND PROTECTING
Protect mats against damage during construction period to
comply with manufacturer's specification.
Protect mats against damage from rolling loads following
installation by covering with plywood.
Clean mats by method specified by the manufacturer.
END OF SECTION
Detectable Warning Mats
Section 02500 -Page 5
PART 1 - GENERAL
1.1 DESCRIPTION:
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Newport Beach Police Department
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SECTION 06100
ROUGH CARPENTRY
A. Work included
Provide all lumber and.installation of all wood framing
indicated on the drawings or required for a complete
and operable facility.
B. Related work described elsewhere
1. Finish Carpentry Section 06200
1.2 QUALITY ASSURANCE:
A. Qualification of workmen.
Provide sufficient skilled workmen and supervisor who
shall be present at all times during execution of this
work and who shall be throughly familiar with the type
of construction involved and the materials and
techniques specified.
1.3 PRODUCT HANDLING
A. Protection:
1. Store all materials in a manner to protect against
damage and the weather. Keep all materials identi-
fied with grade marks legible. Do not allow install-
ation of damaged or non - complying material. Use all
means necessary to protect the installed work and
materials of all other trades.
PART 2 - PRODUCTS
2.1 GRADE STAMPS
Section 06100 -Page 1
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A. Framing Lumber:
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Renovation of Foyer
Identify all framing lumber by the grade stamp of the
West Coast Lumber Inspection Bureau.
B. Plywood:
Identify all plywood as to species, grade, and glue type
by the stamp of the American Plywood Association.
2.2 MATERIALS:
All material of this section shall meet or exceed the
following:
Sills:
Studs:
Horizontal
Framing members
Vertical
Framing members
Plywood:
2.3 OTHER MATERIALS:
Foundation Grade Redwood or
Pressure treated Douglas Fir
Douglas Fir, Hemlock, stud grade
Douglas Fir, No. 1
Douglas Fir, No. 1
Struc I Grade per Product
Standard PS 1
All other materials, not specifically described but required
for a complete and proper installation as indicate¢ on the
drawings, shall be new, suitable for its intended use and
subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS:
A. Inspection:
Carefully inspect work of all other trades and verify
that this work may properly commence.
Rough Carpentry
Section 06100 -Page 2
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In the event of discrepancy do not proceed and notify
the Architect.
3.2 WORKMANSHIP:
A. General:
All rough carpentry shall produce joints true, tight
and well nailed with all members assembled in accordance
with the drawings and pertinent codes and regulations.
3.3 GENERAL FRAMING:
A. General:
1. In addition to all framing operations normal to the
fabrication and erection indicated on the drawings
install all backing required for the work of other
trades. Finish all bearing surfaces on which struc-
tural members are to rest so as to give sure and even
support.
2. Install all blocking required to support all items of
finish or other features requiring structural support.
Install solid blocking wherever sheathing or flooring
is discontinuous.
3.4 INSTALLATION OF PLYWOOD SHEATHING:
A. General:
Place all plywood with face grain perpendicular to
supports and continuously over at least two supports.
Center joints accurately over supports, stagger the end
joints of plywood panels to achieve a minimum of
continuity of joints.
3.5 FASTENING:
A. Nailing:
1. Use only common wire nails of dimension shown or
required. Do all nailing without splitting wood.
Rough Carpentry
Section 06100 -Page 3
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2. Bolting:
Drill holes 1/16" larger in diameter than the bolts
being used. Bolt heads must not bear on wood. Use
washers under all heads and nuts.
3. Screws:
For lag screws and wood screws, pre -bore holes same
diameter as root of thread. Enlarge holes to shank
diameter for length of shank. Screw, do not'drive, all
lag and wood screws.
3.6 CLEANING UP:
A. General:
Keep the premises in a neat, safe and orderly condition
at all times, free from accumulation of sawdust or other
debris.
Upon completion of this work throughly broom clean area
of this work.
END OF THIS SECTION
Rough Carpentry
Section 06100 -Page 4
•
PART 1 - GENERAL
1.1 DESCRIPTION
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Newport Beach Police Department
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SECTION 06200
FINISH CARPENTRY AND MILLWORK
A. Work included:
1. Installation.of Wood Doors and Metal Frames
2. Reception Counter
3. Miscellaneous items of finish carpentry and millwork
as required by the drawings and for a complete in-
stallation.
B. Related Work specified elsewhere:
CI 1. Rough Carpentry Section 06100
2. Solid Surface Fabrication Section 06651
1.2 REFERENCES AND STANDARDS:
Finish carpentry and millwork construction shall be in
accordance with the specifications, rules and details of
The Woodwork Institute of California's " Manual of
Mmillwork'. Materials, workmanship, and installation shall
be in accordance with the aforementioned W.I.C. "Manual of
Millwork" and each unit of millwork shall bear the W.I.C.
certified compliance grade stamp, indicating the grade
specified and that the products furnished fully meet the
requirements for the grade specified.
1.3 SUBMITTALS:
A• Shop Drawings:
Submit fully detailed shop drawings of finish carpentry
. Finish Carpentr-}�- and- l4illwor --
Section 06200 -Page 1
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and Millwork
Prepare Shop
Of Millwork ".
B. Samples:
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Newport Beach Police Department
Renovation of Foyer
specified herein to oWhet for approval.
drawings in accordance with W.I.C. "Manual
SUbMit safVles of millwork, exposed Woods, plywoods and
any other finish material and train to the Architect for
approval.
1.4 MISCELLANEOUS ITEMS:
Finish Carpentry work and miscellanedus items not
mentioned or described shall be furnished and /or
installed in accordance with the intent of the drawings
and specifications and as required to complete the work.
PART 2 - PRODUCTS:
2.1 MATERIALS:
A. Softwood Plywood:
Interior type, Douglas Fir, WIC "Economy" interior
opaque finish grade, thickness as required.
B. Panderosa Pine and Douglas Fir:
WIC "Custom" opaque finish grade. Cleat All Heart..
C. Laminated Plastic:
Decorative sheets, standard solid colors and patterns
price range from Formica Corp., Nevamar or Wilsoh Art
Cokipany. Colors selected from manufacturer's solid and
textured patterns.
2.2 MILLWORK FABRICATION:
A. General:
Millwork shall be in accordance with WIC "Custom Grade"
machine cut, sanded and insofar as practicable assem-
bled at the mill. Measurements shall be taken at the
building when required for proper fitting of the work.
Finish Carpentry and Millwork
Section 06200 -Page 2
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Joints shall be made with concealed screws, nails or
other fastening. Use waterproof glue only. Scribing,
mitering and jointing shall be accurately and neatly
done and joints shall be properly secured by means,
which prevent separation. Corners of casing, trim and
other special items and other external corners shall be
mitered. Checked, grooved, or poorly sanded stock shall
not be acceptable.
B. Casework:
Cabinets, counters and shelving shall be constructed as
indicated. Members which are to be cut or trimmed on the
job shall be delivered in ample sixes for scribing and
cutting.
C. Casework hardware:
Furnish and install as required to provide a complete
casework installation. Hardware shall be heavy duty
type and as manufactured by the following: Quality,
Eagle Lock Co., Epco, Grant, Knape and Vogt, and
National. Finish and type to be approved by Architect.
Install finish hardware items which are inside cabinet
and counter work.
PART 3 - EXECUTION
3.1 WORKMANSHIP:
Finish carpentry shall be in accordance with LAIC "Custom."
"opaque" finish grade unless indicated otherwise. Materials
shall be kiln dried stock free from imperfections which
will not machine out and shall be free from color defects.
Finish lumber shall be cut and machine sanded at the mill.
Trim shall be in single length.
3.2 Casework:
Cabinets, counter and shelving shall be installed under this
Section. Casework shall be installed plumb, level and
straight and firmly secured in position with approved
fastenings.
Finish Carpentry and Millwork
Section 06200 -Page 3
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3.3 Milled Items:
Newport Beach Police Department
Renovation of Foyer
Install softwood, hardwood and plywood items as required.
Miscellaneous metal angles, brackets and other items not
installed under Section "Rough Carpentry "shall be in-
stalled under this Section to complete the installation of
required Finish Carpentry and millwork items.
3.4 INSTALLATION OF FINISH HARDWARE
Receive, store and be responsible for finish hardware re-
quired for work in this section. Install finish hardware
specified in "Finish Hardware" except such parts as are
distinctly specified as being installed under other
Sections. Hardware shall be secured with suitable screws
of the same material and finish. Finish hardware shall be
removed from doors requiring painting or finishing prior
to the painting and finishing work. Replace such hardware
after painting.
3.5 HANGING OF DOORS - INSTALLATION OF FINISH HARDWARE
A. All flush wood doors shall be prefit and premachined
by the door manufacturer.
B. The clearance at the lock.and hanging stiles and at the
top shall not exceed 1 /8" and shall not exceed 3/8"
at the bottom.
C. Ail arrises shall rounded to 1116" radius and the lock
rail shall be slightly bevelled.
D. Install wood doors, furnished under wood door section,
complete with all finish hardware and leave in proper
operating condition.
3.6 JOINTING:
A. Make all joints to conceal shrinkage; miter all
exterior corners, cope all interior corners, miter or
scarf.all end -to -end joints.
B_ Install all trim in pieces as long as possible,jointing
only where solid support is obtained.
_..
Finish Carpentry and Millwork
Section 06200 -Page 4
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3.6 FASTENING:
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Newport Beach Police department
Renovation of Foyer
A. Install all items straight, true, level, plumb, and
firmly anchored in place. Where blocking or backing is
required coordinate as necessary with other trades to
ensure placement in a timely manner.
B. Nail trim with finish nails of proper dimension to hold
member firmly in place without splitting the wood.
C. On exposed finish work set all nails for putty.
3.7 CLEANING UP:
A. General:
Keep the premises in a neat, safe and orderly condition
at all times during execution of work of this section
free from accumulation of sawdust, and debris.
B. Upon completion of this portion of the work, throughly
broom clean all surfaces.
END OF SECTION
Finish Carpentry and Millwork
Section 06200 -Page 5
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SECTION 06651
SOLID SURFACE FABRICATIONS
PART 1 — GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the contract,
including general and supplementary conditions and
Division 1 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes the following horizontal solid
surface product
1. Reception Desk Countertop
B. Related Sections include the following:
2. Division 6 Section "Finish Carpentry and
Millwork ".
1.3 DEFINITION
A. Solid surface is defined as nonporous, homogeneous
material maintaining the same composition throughout
the "part with a composition of acrylic polymer,
aluminum trihydrate filler and pigment.
1.4 SUBMITTALS
A. Product data:
1. For each type of product indicated.
2. Product data for the following:
Chemical- resistant tops
B. Shop drawin=
1. Show location of each item, dimensioned plans and
elevations, large -scale details, attachmentdevices
and other components
a. Show full -size details, edge details,
thermoforming requirements, attachments, etc.
b. Show locations and sizes of cutouts and holes
for receptacles, computer equipment and
,. Solid Surface Fabrications
Section 06651 -Page 1
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Renovation of Foyer
as required by reception counter.
C. Samples:'
1. 6 I 6 "x6" sample in specified color and gloss.
2. Cut sample and seam together for representation of in-
conspicuous seam.
D. Product Data:
1. Indicate product description, fabrication information
and compliance with specified performance requirement.
E. Fabricator /Installer qualifications:
1. Work of this section shall be by a certified fabricator
Installer, certified in writing by the manufacturer.
F. Maintenance data:
1. Submit manufacturer's care and maintenance data in-
cluding repair and cleaning instructions.
2. Submit maintenance kit for finishes in project closeout
documents.
1.5 QUALITY ASSURANCE
A. Qualifications:
t 1. Shop that employs skilled workers who custom fabri-
cate products similar to those required for this
project and whose products have a record of
successful in- service performance.
B. Applicable'standards:
1. Fire test response characteristics:
a. Provide with the following glass A surface
burning characteristics as determined by-testing
identical products per UL 723 (ASTM E84)
1) Flame spread index: 25 or less
2) Smoke developed index: 450 or less.
C. Coordination drawings:
1. Shall be prepared indicating interface with
reception counter,. all required cutouts for equip-
ment, recesses, electrical work and features
affecting the integrity of the counter top.
2. Indicate location of blocking, supports or other
requirements that may have to be provided by
cabinet fabricator. Minor dimension changes and
difficult installation will not be considered
changes to the contract.
._ ..................... .
Solid Surface Fabrications
Section 06651 -Page 2
Newport Beach Police Department
Renovation of Foyer
3. Drawings shall be produced in 4 inch scale for all
fabricated items. Drawings must be complete and sub-
mitted to architect within 30 days of award of
contract for record only. No review or approval will
be forthcoming. Coordination drawings are required
for the benefit of contractor's fabricators /installer
as an aid to coordination of their work so as to
eliminate or reduce conflicts that may arise during
the installation of their work.
1.6 DELIVERY, STORAGE AND HANDLING
A. Deliver no components to project site until areas are
ready for installation.
B. Handle materials to prevent damage to finished surfaces
C. Provide protective covering to prevent physical damage
or staining following installation for duration of
project.
1.7 WARRANTY
A. Provide manufacturer's warranty against defects in
materials.
1. Warranty shall provide material and labor to repair
k or replace defective materials.
2. Damage caused by physical or chemical abuse or
damage from excessive heat will not be warranted.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance provide products by one of the
fol1;
1,.`Coriaa surfaces from the `DuPont' company, (basis
. 0f- sign) .
2.2 MATERIALS.
A. Solid polymer components, cast, non - porous filled
volymer, not coated laminated or of composite
construction with through body colors meeting ANSI
Z124.3 or ANSI Z124.6 having minimum physical and
performance characteristics specified. Superficial
damage to a depth of 0.010 inch shall be repairable
by sanding and /or polishing.
B. Thickness: &i inch
C. Edge treatment as indicated
D. Color: Burnt Amber
E.- Slab- Size.: -minimum- ..30"xI45 - -
solid Surface Fabrication
Section 06651 -Page 3
Newport Beach Police Department
Renovation of Foyer
F. Finish
1. Provide surface with a uniform finish, semi -gloss
with a gloss range of 20 -50.
2.3 ACCESSORIES
A. Joint adhesive:
1. Manufacturer's standard one or two part adhesive
kit to create inconspicuous, non - porous joints.
B. Sealant:
1. Manufacturer's standard mildew- resistant, FDA
compliant, UL- listed silicone sealant in colors
matching components.
2.4 FACTORY FABRICATION
A. Shop assembly:
1. Fabricate components to greatest extent practical
to sizes and shapes indicated, in accordance with
approved shop drawings and manufacturer's printed
instructions and technical bulletins.
2. Reinforce joints with strip of solid polymer
material, 2" wide.
3. Provide cutouts and indents as required.
4. Rout and finish component edges with clean sharp
returns.
a. Route cutouts, radii and contours to template.
b. Smooth edges.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions with fabricator
present for compliance with requirements for install-
ation tolerances and other conditions affecting per-
formance of work.
B. Proceed with installation only after unsatisfactory
conditions have been corrected.
3.2 INSTALLATION
A. Install components plumb, level and rigid, scribed
to adjacent finishes.
I. Provide product in the largest pieces available.
2. Form field joints using manufacturer's recommended
adhesive, with joints inconspicuous in finished work
3. Exposed joints /seams shall not be allowed.
4. Reinforce field joints with solid surface strips
extending a minimum of 1" on either side of the seam
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Solid Surface Fabrications
Section 06651 -Page 4
Newport Beach Police Department
Renovation of Foyer
with the strip being the same thickness as the top.
5. Cut and finish component edges wit clean, sharp
returns.
6. Rout radii and contours to template.
7. Anchor securely to base cabinets or other supports.
8. Carefully dress joints smooth, remove surface
scratches and clean entire surface.
9. Install countertops with no more than 1/8" sag,
bow or other variation from a straight line.
END OF SECTION
Solid Surface Fabrications
,:;` Section 06651 -Page 5,
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PART 1- GENERAL
1.1 SECTION INCLUDES
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Newport Beach Police Station
Renovation of Foyer
SECTION 08110
HOLLOW METAL FRAMES
A. Hollow Metal Frames
B. Hollow Metal borrowed Light Frames
1.2 RELATED SECTIONS
1.3
A. Section 08210 - Wood Doors.
B. Section 08710 - Door Hardware.
C. Section 09900.- Painting
A. ANSI A 250.8 - SDI -100 Recommended Specifications for
Standard Steel Doors and Frames.
8. ANSI /DHI A 119 - Specifications for Hardware
Preparations in Standard Steel Doors and Frames.
C. ANSI /NFPA 80 - Standard for Fire Doors and Windows.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's standard details and
catalog data indicating compliance with. referenced
standards, and manufacturer's installation instructions.
C. Certificates:
1. Manufacturer's certification that products comply
with referenced standards.
1.5 QUALITY ASSURANCE
A. Frames shall conform to the requirements of ANSI A
250.8, ANSI A 151.1, and other specifications herein .
named.
B. Underwriters' Laboratories and Warnock Hersey, labeled
fire doors and frames:
Hollow Metal Frames
Section 08110 -Page 1
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1. All labeled fire doors and frames shall be listed
and labeled in accordance with Underwriters
Laboratories standard UL10C, Positive Pressure Fire
Tests of Door Assemblies and Uniform Building Code
Standard 7 -2, Fire Tests of Door Assemblies.
2. Construct and install doors and frames to comply
with current issue of ANSI /NFPA 80.
3. Underwriters' Laboratories labeled doors and frames
shall be manufactured under the UL factory
inspection program and in strict compliance to UL
procedures, and shall provide the degree of fire
protection, heat transmission and panic loading
capability indicated by the opening class.
4. Warnock Hersey labeled doors and frames shall be
manufactured to meet the specific requirements of
that labeling agency's current procedure for the
tested hourly rating designated and shall be subject
to inspection by representatives of the labeling
agency.
5. A physical label or approved marking shall be
affixed to the fire door frame, at an authorized
facility as evidence of compliance with procedures
of the labeling agency. Label embossment is not
permitted.
i
C. Installer: Minimum five perience
years documented ex
installing products specified in this Section.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Handle, store and protect products in accordance with
the manufacturer's printed instructions and the
provisions of ANSI A 250.8.
1.7 COORDINATION
A. Coordinate Work with other directly affected sections
involving manufacture or fabrication of internal cutouts
and reinforcement for door hardware, electric devices
and recessed items.
B. Coordinate Work with frame opening construction, door
and hardware installation.
C. Sequence installation to accommodate required door
hardware.
D. Verify. -field dimensions. for factory assembled ..frames --
prior to fabrication.
Hollow Metal Frames
Section 08110 -Page 2
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\ PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Steelcraft;
http: / /www.steelcraft.com.
B. Requests for substitutions will be considered in
accordance with provisions of Section 01300.
2.2 MANUFACTURED UNITS
A. Flush Steel Frames:
1. Acceptable Product: Steelcraft F Series.
2. Frame Material: Cold - rolled ste -el, "ASTM A 366, 16
Gauge
3. Construction: Factory - welded frames; mitered
joints, back - welded with welds penetrating the
outside face.and ground smooth.
4. Provide following reinforcement and accessories,
fabricated as specified in article "FABRICATION"
below:
a. Hinge Preparation for 4 -1/2 inches (114 mm)
high, standard weight, full mortise hinges;
1.
b. Strike preparation (single doors) for 4 -7/8 inch
(123 mm) universal strike;
c. Silencers.
5. Fire Rated Frames: Supply frame units bearing
Labels for fire ratings indicated.
2.3 ACCESSORIES
A. Anchors: Manufacturer's standard framing anchors,
'tpecifiedi in manufacturer's printed installation
instructions for project conditions.
B. Silencers: Resilient rubber, Inserted type, three per
strike jamb for single openings and two per head for
paired openings. Stick -on silencers shall not be
permitted.
C. Glazing: Specified in Section 08800.
2.4 FABRICATION
A. Steel Frames:
1. _Factory- weld_ed.frames:. .Head.,md..jamb..intersecting
corners mitered at 45 degrees, with back welded
joints ground smooth.
2. Provide cutouts and reinforcements required for
electrical and security components specified
Hollow Metal Frames
Section 08110 -Page 3
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elsewhere in this specification.
3. Hinge Preparation: Recess for specified hinges,
provide 7 gage (4.3 mm) hinge, reinforcement of same
material and type as frame; tap holes for hinge
attachment; locations in accordance with ANSI A
156.7 template.
4. Strike Preparation for Single Doors: Prepare frames
for specified strike in accordance with ANSI A 115.1
and ANSI A 115.2.
2.5 FINISHES
A. Chemical Treatment:Treat steel surfaces to promote paint
adhesion.
B. Factory Primer Finish: Meet requirements of ANSI A
224.1.
PART 3 EXECUTION
3.1 EXAMINATION
A. Have installer verify that project conditions are
acceptable before beginning installation of frames.
1. Verify that openings to receive frames are of
correct size.
B. Correct unacceptable conditions before proceding with
installation.
3.2 INSTALLATION
A. Install frames in accordance with manufacturers printed
installation instructions, SDI 105 and ANSI /DHI A 115.
B. Fire rated Frames: Install in accordance with ANSVNFPA
80, current edition, unless specified otherwise.
3.3 ADJUST AND'CLEAN
A. Clean and restore soiled surfaces. Remove scraps and
debris and leave site in a clean condition.
3.4 PROTECTION
A. ..Protect installed products and fi- nished surfaces from,
damage during construction.
END OF SECTION
Hollow Metal Frames
Section 08110 -Page 4
Newport Beach Police Department
Renovation of Foyer
SECTION 08130
STAINLESS STEEL DOORS FRAMES AND STOREFRONT
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Stainless steel.hollow metal doors and frames,including
storefront frames.
B. Hardware, seals and accessories for stainless steel
hollow metal doors and frames.
1.2 RELATED SECTIONS
A. Section 08710 - Door Hardware: Door hardware other than
specified in this section.
B. Section 08800 - Glazing: Glass to be installed in
doors. ,G.lass for frames to be installed on jobsite by
installer.
1.3 REFERENCES
A. ASTM A240 - Standard Specification for chromium and
Chromium-Nickel Stainless Steel Plate, Sheet, and Strip
for. Pressure Vessels and for General Applications.
B. AWS D1.6 - Structural Welding Code - Stainless Steel.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings.
1. Indicate doors and frames in elevation with sections
and details at full scale and with dimensioned
profiles.
2. Include material finish, thicknesses, field
connections, anchorage and fastening methods.
3. Details of each different wall opening conditions as
required.
1.5 DUALITY ASSURANCE
A. Manufacturer Qualifications: Stainless steel doors and
frames shall be fabricated by a single manufacturer.
Stainless Steel Doors, Frames and Storefront
Section 08130 -Page 1
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1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store materials in manufacturer's unopened
packaging to prevent 'damaging and marring finishes until
ready for installation.
B. Inspect materials upon receipt; promptly notify
manufacturer of damage or deficiencies.
C. Leave the protective covering in place on the doors and
frames until final completion of the project. Prevent
prolonged exposure of protective film to direct
sunlight.
D. Protect metal surfaces from contact with lime, mortar,
cement, acids, and other harmful surfaces and from
careless handling, storage or machining.
1.7 WARRANTY
A. Materials and workmanship shall be warranted by the
manufacturer for a period of five years from the date of
manufacture. Warranty shall apply to the product only
f and does not include costs of installation.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Neoporte Modern Door, Tel:
(310) 828 -5340. Web: http: / /www.neoporte.com.
B. Requests for substitutions will be considered in
accordance with provisions of Section 01300.
2.2 MATERIALS
A. Stainless Steel: Door face sheets, frame members,
interior structural channels, and glazing trim shall be
stainless steel complying with ASTM A240.
1. Alloy: Type 304.
2. Exposed Finish: Directional Satin Finish, No. 4
finish.
2.3 DOORS
A. Fabrication:
1. Face Sheets: Formed from a single sheet of
stainless steel, 16 gauge 0.053 -inch (1:3 mm) thick
material.
2. Door Type: Frame, swing type.
Stainless Steel Doors, Frames and Storefront
Section 08130 -Page 2
Newport Beach Police Department
Renovation of Foyer
3. Longitudinal Edges: Fully welded and ground smooth, No. 4
finish.
4. Door Top and Bottom, Exterior Doors: Top fabricated
with flush stainless steel top caps; bottom
fabricated with. inverted, recessed, spot welded
channels.
5. Edge Construction: Fully welded and ground smooth,
No. 4 finish.
6. Seams: Welded and ground smooth.
7. Core Construction: Polyurethane, R -7 thermal value.
B. Door Style:
1. Frame with tempered glazing
2.4 DOOR FRAMES
A. Fabrications
1. Frames: 16 gauge, 0.053 -inch (1.3 mm) thick
stainless steel.
2. Construction: Accurately miter, fully weld and
grind to a smooth finish. Direction of stainless
steel grain shall be vertical on frame faces.
3. Frames and Mullions: Mechanically fasten frames and
' mullions that form portions of sidelite or borrowed
light frames with a hairline joint between ,frame
members.
4. Glazing Stops: Formed channels, accurately fitted,
butted at corners and fastened to door frame
sections with counter -sunk, oval head sheet metal
screws.
2.5 STOREFRONT FRAMES
A. Fabrication:
1. Frame Sections: 14 or 16 gauge as required per wind
Load charts. Section profiles as indicated on
drawings.
B. Door Frame Anchor Type:
1. Type B: Evenly spaced straps for fastening to metal
construction.
A. Panic Devices and Power Locks, as indicated on drawings.
B. Anti - Friction Latch Bolt: Two -piece mechanical oil
impregnated sintered stainless steel. 1/2 inch by 1 inch
by 3/4 inch (12 by 25 by 19 mm).
lull
Stainless Steel Doors, Frames and Storefront
section 08130 -Page 3
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C. Strike: Wrought stainless steel finished to match door;
ANSI Standard A 115.1
D. Cylinders: 1 -1/8 inch and 1 -1/4 inch, 6 hole, five pin
C type keyway. Satin chrome cylinder caps.
E. Levers: BBW 290 -4 cast, formed and machined from 100
percent stainless steel to match door.
F. Hinges: Top and bottom pivot hinges
G. Closers: overhead, concealed in head frame.
H. Other Hardware: Refer to Section 08710 - Door Hardware
for door hardware not furnished by door manufacturer.
2.5 WEATHERSEALS
A. Door Bottom Seal: Automatic active door bottom seal of
extruded aluminum and neoprene construction concealed
within door bottom channel.
B. Door Perimeter Seal: Premium grade clear or black
silicone perimeter seal with compression bulb and
adhesive backing.
2.6 GLASS
A. Standard Glass: Refer to Section 08800 - Glazing for
type of glass to be installed in doors and frames by
manufacturer. Glazing for frames to be installed on
jobsite by installer. Glass to be tempered where shown
on drawings or otherwise required.
2.7 DOOR AND FABRICATION, GENERAL
A. Fabricate stainless steel doors and frames to be rigid
and free of defects, warp, or buckle. Accurately form
metal to required sizes and profiles, with minimum
radius for thickness of metal. Fit and assemble units
in manufacturer's plant. To ensure proper assembly at
Project site, clearly identify work that cannot be
Permanently factory assembled before shipment.
B. Where frames are fabricated in sections due to shipping
or handling limitations, provide alignment plates or
angles at each joint, fabricated from same thickness
metal as frames.
Stainless Steel Doors, Frames and Storefront
Section 08130 -Page 4
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C. Doors and frames shall be blanked, reinforced, drilled and
tapped for mortised, templated hardware.
D. Doors and frames shall be reinforced, where required,
for hardware.
E. Install panic devices.
F. Install pull bars.
G. Install manufacturer- furnished single glazing for doors.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, for
compliance with requirements for installation tolerances
and other conditions affecting performance of stainless
steel doors and frames.
3.2 INSTALLATION
A. Set frames plumb, square, level, true, and at correct
elevation.
B. Secure anchorages and. connections to adjacent
construction.
C. Install doors in frames in accordance with
manufacturer's instructions and industry standards.
D. Install panic devices in accordance with manufacturer's
instructions..
E. For non - manufacturer furnished glass, comply with
installation requirements in Section 08800 - Glazing,
and with stainless steel door manufacturer's written
instructions.
I. Secure stops with countersunk machine screws spaced
uniformly not more than 9 inches (230 mm) o.c., and
not more than 2 inches (50 mm) o.c. from each
corner.
F. Remove protective films from all surfaces after
installation.
Stainless Steel Doors, Frames and Storefront
Section 08130 -Page 5
Newport Beach Police Department
Renovation of Foyer
G. Install perimeter weather seals in accordance with
manufacturer's instructions and standard industry
procedures.
H. Thoroughly clean with cleaner and cloths provided,
repeat at regular periodic intervals to maintain
corrosion resistant properties of the stainless steel.
3.3 ADJUSTING
A. Check and readjust operating hardware items immediately
before final inspection Leave work in complete and
proper operating condition. Remove and replace
defective work including stainless -steel doors or frames
that are warped, bowed, or otherwise unacceptable.
END OF SECTION
Stainless Steel Doors, Frames and Storefront
Section 08130 -Page 6
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PART 1 - GENERAL
1.1 DESCRIPTION:
A. Work included:
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Newport Beach Police Department
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SECTION 08200
WOOD DOORS
Wood doors required for this work as indicated in the
Drawings.
B. Related work described elsewhere:
1. Hollow metal frames Section 08117
2. Furnishing of finish hardware: Section 08700
3. Painting Section 09900
1.2 QUALITY ASSURANCE
A. Qualification of Installers:
For actual installation of wood doors in hollow
metal frames and installation of finish hardware on
wood doors use only skilled journeyman carpenters who
are completely familiar wit the recommended methods of
installation and the requirements of this work.
B. Codes and Standards:
In addition to complying with all pertinent codes and
regulations comply with the pertinent portions of
"Manual of Millwork" of the Woodwork Institute of
California for the grades specified.
C. Fire rate doors to be provided that comply with NFPA 80
NFPA 252, UL 10B or UL 10C, as applicable and as listed
And labeled by ITS -WH or a qualified testing agency.
Wood Doors
Section 08200 -Page 1
1.3 PRODUCT HANDLING:
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A. Protection
Use all means necessary to protect wood doors before
during and after installation and to protect the
installed work and materials of all other trades.
B. Replacements:
In the event of damage, immediately make all repairs
and replacements necessary to the approval of the
Architect an at no additional cost to owner.
PARTS 2 - PRODUCTS:
2.1 WOOD DOORS:
All wood doors shall be solid core, hardwood veneer faces
for paint grade, and manufactured to the standard of
"Custom Grade as defined in the Manual of Millwork of
The Woodwork Institute of California.
PART 3 - EXECUTION
3.1 FABRICATION
Fabricate all wood doors in strict accordance with the
Referenced standards for the grade specified.
3.2 INSTALLATION;
A. Surface conditions:
1. Prior to installation of wood doors, carefully in-
spect the work of all other trades and verify that
all such work is complete to the point where this
Installation may properly commence.
2. Verify that wood doors maybe installed in
accordance with the original design, the refer-
enced standards, and all pertinent codes'and
regulations.
3. In the event of discrepancy, immediately notify
The Architect.
Wood Doors
Section 08200 -Page 2
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4. Do not proceed with installation in areas of dis-
crepancy until such areas have been fully re-
solved.
B. Installation
1. Install all wood doors in strict accordance with
all pertinent codes and regulations, the original
design and the referenced standards, hanging
square, plumb straight and tirmly anchored n o
position.
2. Install all finish hardware in strict accordance
with the manufacturers recommendations, elimin-
ating all hinge -bound conditions and making all
items smoothly operating and firmly anchored into
position.
C. Touching Up:
1. Use fine grained sandpaper, completely eliminate
all scratches and abrasions in finished wood sur-
faces.
2. Set all nails and fasteners for putty; firmly
putty all holes; leave all finished wood surfaces
ready for painting.
D. Warranty:
Provide manufacturer's standard warranty against
defects of materials and workmanship for a
duration of five years.
END OF SECTION
Wood Doors
Section 08200 -Page 3
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SECTION 08700
FINISH HARDWARE
PART 1 - GENERAL
A. Work included:
1. Furnish all finish hardware as indicated on the
drawings and other finish hardware not described but
required for a complete and operable facility.
B. Related Work specified elsewhere:
1. Cabinet hardware; Section 06200
2. Installation of metal doors; Section 08100
3. Installation of wood doors; Section 08200
1.2 QUALITY ASSURANCE
A. Qualifications of supplier:
1. The finish hardware supplier shall have in his employ
a member of the American Society of Hardware
Consultants who shall be made available for consul-
tation at no additional cost to owner during course
of construction.
1.3 SUBMITTALS:
A. Material List:
1. within 30 days after award of contract and before any
finish hardware is ordered, submit to the owner for
his approval a complete list of all finish hardware
Finish Hardware
section 08700 -Page 1
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Renovation of Foyer
proposed to be furnished for this work, giving manu-
facturer's name and catalog number and location for
each item. Hardware supplier shall have made an
assessment of all hardware required and /or indicated by
the drawings and shall have consulted with owner's
representative as to the police departments specific
requirements.
1.4 GENERAL REQUIREMENTS:
used in metal doors and frames shall be made to template
Templates shall be furnished to the metal door and frame
manufacturer sufficiently in advance to avoid any delay
in the work.
B. Finish hardware shall comply with applicable requirements
of building and fire codes. All labeled doors shall be
self - closing.
C. Legal exit doors shall be openable at all times from the
inside without the use of a key or any special knowledge
or effort.
D. Finished hardware shall be furnished with necessary
screws, bolts or other fastenings of suitable size and
type to anchor hardware in position. Fastenings shall
harmonize with hardware as to material and finish.
Where necessary, fastenings shall be furnished with
expansion shields, sex bolts, toggle bolts or other
approved anchors.
E. Strikes shall have extended lips where required to
Protect trim from being marred by latch bolt. Strike
lips shall not project more than 1/8" beyond door frame.
Wrought box strikes shall.be furnished on all locks,
latches and deadlocks:
F. Doors with metal frames shall have the equivalent to
Sargent 3446 door silencers installed in stop of frame.
G. Butt hinges- shall have button tips. Hinges on doors to
exterior shall have non - removable pin feature.
Finish Hardware
Section 08700 -Page Z
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H. Surface mounted door closers shall have sprayed finish to
match adjacent hardware.
I. Machine screws and metallic expansion shields shall be
provided for securing hardware items to concrete surfaces.
1.5 PRODUCT HANDLING:
A. Packaging:
1 _ Dirni eh f; i gh hn.+dwa •ith ajar-h unit dearly marked
or numbered in accordance with the hardware schedule.
Pack each item complete with all necessary pieces and
fasteners. Properly wrap and cushion each item to pre-
vent scratches during delivery and storage.
B. Delivery:
1. Deliver all finish hardware to the installers in a
timely manner to ensure orderly progress of the total
work.
PART 2.0 - PRODUCTS
2.1 FASTENINGS:
A. General
1. Furnish all finish hardware with all necessary screws
Bolts and other fasteners of suitable size and type to
anchor the hardware in position. Furnish fasteners
With expansion shields, toggle bolts, sex bolts and
other - approved anchors.
B. Design:
I. All fastenings shall harmonize with the hardware as to
material and finish.
2.2 Keying:
A. Keying system:
1. Stamp all keys "DO NOT DUPLICATE"
C.
Finish Hardware
Section 08700 -Page 3
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2. Masterkey all locks to fit with buildings existing
keying system. Deliver 2 keys for each lock plus two
masterkeys to the owner.
2.3 ACCEPTABLE MANUFACTURERS
A. Finish hardware shall be supplied from manufacturers as
listed below:
ITEM SPECIFIED MFR. OWNER APP'D MFR.
Locks
Schlage
Sargent, Russwin
Butts
McKinney
Stanley, Hager
Closers
Sargent,Jackson
Norton
Miscellaneous
BBW
Baldwin, Quality
Exit Devices
Sargent
Von Duprin
Electro magnetic
Locks
Securitron
SDC
2.4 OTHER MATERIALS
All other materials, not specifically described but
required for a proper and complete installation of finish
hardware, shall be new, first quality of their respective
kinds and subject to the approval of the architect.
PART 3.0 - EXECUTION:
3.1 Deliveries
1. Stockpile all items sufficiently in advance to ensure
their availability and make all deliveries in a timely
manner to ensure orderly progress of the total work.
3.2 INSPECTION OF INSTALLATION
Upon completion of the installation, and as a condition of
its acceptance, deliver to the owner a report signed by the
AHC stating that his inspection was made, that all
adjustments recommended by him have been completed and that
all finish hardware furnished has been installed and is in
optimum working condition.
END OF SECTION
Finish Hardware
Section 08700 -Page 4
C-;"
PART 1 - GENERAL
1.1 DESCRIPTION
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Newport Beach Police Station
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SECTION 08600
GLASS AND GLAZING
A. work included:
Glass and Glazing required for this work includes, but
is not necessarily limited to, sheet glass, plate glass,
tempered plate glass, wire glass and safety glass.
B. Related work described elsewhere:
I. Stainless steel doors and storefront; Section 08130
2. Finish Carpentry and Millwork; Section 06200
3. Hollow Metal Frames; Section 08110
1.2 QUALITY ASSURANCE:
A. Qualification of installers:
Provide at least one person who shall be throughly
trained and experienced in the skill required, who
shall be completely familiar with the referenced
standards and the requirements of this work and who
shall personally direct all installation performed under
this Section and theme Specifications.
B. Codes and standards:
In addition to complying with all pertinent codes and
Regulations, comply with all pertinent recommendations
Contained in the "Manual of Glazing" of the Flat Glass
Marketing Association.
1.3 PRODUCT HANDLING:
A. Protection:
Use all means necessary to protect glass and glazing
material before, during and after installation and to
Glass and Glazing
Section 0880 -Page 1
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Renovation of Foyer
protect the installed work and materials of all other
trades.
B. Replacements:
A
In the Event of damage, immediately make all repairs
and replacements necessary to the approval of the
architect and at no additional cost to owner.
2.1 GLASS:
All glass shall bear the label of its manufacturer and shall
conform in all respects with the pertinent requirements of
Federal Specification DD- G -451c, shall be relatively dis-
tortion free with all distortion waves in the horizontal
direction and shall be in the following qualities:
A.
Plate Glass:
3/8" thick
'Solarcool', reflective
and tempered.
Manufacturer:
PPG
B.
Plate Glass:
3/,8" thick,
polished, clear and tempered.
Manufacturer:
PPG
C.
Plate Glass:
1/2" thick,
polished, clear and tempered.
Manufacturer:
PPG
D.
Wire Glass: 1/4"
thick,
.diamond, polished and clear.
Manufacturer:
Torstenson
Glass Co.
E.
Laminated Safety Glass:
1/4" thick. Two layers of 1/8 "'
bent, annealed, with liquid resin interlayer and all
exposed edges
polished.
Manufacturer: Precision Glass
Bending.
2.2 SUBSTITUTIONS:
Requests for substitutions will be considered in acdordance
With provisions of Section 01300.
2.3 GLAZING ACCESSORIES:
All glazing accessories shall be
Respective kinds, and subject of
Architect.
new, first quality.of their
the 'approval of the
,
Glass and Glazing
Section 08800 -Page 2
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
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1. Prior to all work of this Section, carefully inspect
the installed work of other trades and verify that
all such work is complete to the point where
2. Verify that all glazing may be performed in accordance
with all pertinent codes and regulations, the original
design, and the referenced standards.
B. Discrepancies:
1. In the event of discrepancies, immediately notify the
Architect. Do not proceed with installation in areas of
discrepancies until all such discrepancies have been
fully 'resolved. .
3.2 GLAZING
Set all glass in a true plane, tight and straight, with
proper and adequate clearance, firmly anchored to prevent
rattling and looseness, with all edges cleanly cut. Do not
nip or seam the edges.
3.3 CLEANING UP:
Upon completion of glazing throughly clean all glass surfaces
correct all imperfections, replace all damaged glass and
leave all labels on the glass until they have been inspected
and approved by the Architect, but remove all labels
immediately thereafter.
END OF SECTION
Glass and Glazing
Section 08800 -Page 3
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SECTION 09110
NON -LOAD BEARING WALL FRAMING
1.1 SECTION INCLUDES
A. Non -load bearing metal studs for wall assemblies.
1.2 RELATED SECTIONS
A. Section 09250 - Gypsum Board.
B. Section 09260 - Gypsum Board Assemblies.
1.3 REFERENCES
A. ASTM C 645- Standard Specification for Nonstructural
Steel Framing Members, 2000.
B. ASTM C 754 - Standard Specification for Installation of
Steel Framing Members to Receive Screw - Attached Gypsum
Panel Products.
C. ASTM C 1513 - Standard Specification for Steel Tapping
Screws for Cold- Formed Steel Framing Connections.
1.4 SUBMITTALS
A.Submit under provisions of Section 01300.
B. Manufacturer's data sheets on each product specified,
including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and
recommendations.
3. Installation methods.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Installer experienced in
performing work of this section who has specialized in
installation of work similar to that required for this
project.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging
until ready for installation per requirements of ASTM
v: 0645.
Non- load.bearing Wall Framing
Section 09110 -Page 1
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B. Maintain environmental conditions (temperature,
humidity, and ventilation) within limits recommended
by manufacturer for optimum results. Do not install
products under environmental conditions outside
manufacturer's absolute limits.
PART 2 PRODUCTS
2.1 MANUFACTURERS
2.2
A. Acceptable Manufacturer: Dietrich Metal Framing;
Web: www.dietrichmetalframing.com.
B. Requests for substitutions will be considered in
accordance with.provisions of Section 01300.
COMPONENTS
A. Studs: Cold- formed galvanized steel C- studs, in
conformance with AISI Specifications for Design of
Cold- formed Steel Structural Members; Dietrich Big "D"
drywall studs.
1. Designation and size as indicated on the
drawings.
2. Minimum Delivered Thickness: Designation:
STE -20 gauge, 0.0297 inches (0.75 mm) steel
thickness, drywall stud.
3. Minimum Delivered Thickness:Designation: STN -25
gauge, 0.0179 inches (0.45 mm) steel thickness,
drywall stud.
4. Minimum Delivered Thickness: Designation:
STX -20 gauge, 0.0329 inches (0.84 mm) steel
thickness, drywall stud
5,. Web Sizes: As indicated on drawings.
6. Flanges: Equal lengths 1 -1/4 inches (.32 mm)
7. Section Properties: Manufacturer's standard
section properties.
B. Runner Track: Cold- formed galvanized steel in
conformance with AISI Specifications for Design of
Cold - formed Steel Structural Members; Dietrich Big "D"
drywall runner track.
1. Thickness equal to stud thickness minimum or
heavier per design requirements.
C. SLP -TRK Systems Deflection Track: Cold- formed
galvanized steel in conformance with AISI
Specifications for Design of Cold- formed Steel Members
Non -load bearing Drywall Framing
Section 09110 -Page 2
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I.
Minimum
Delivered Thickness: 20 gauge, 0.0329
inches
2.
Standard
leg 2 -1/2 inches (64 mm).
3.
Standard
Vertical Slot of 1 -1/2 inches
(38 mm)
in leg .
4.
Product
available within 2 -1/4 inches
(57 mm)
drift, slots in web "special order"
5.
Minimum
yield strength of 50 ksi in
16 gauge
'
(1.37 mm)
of 33 ksi
and heavier and minimum yield
in 18 gangs (1-09 mm) and lighter
strength
D. Hemmed Runner Track: Cold- formed galvanized steel
sheet in conformance with AISI Specifications for
Design of Cold- formed Steel Structural Members,
Dietrich Big "D" drywall hemmed runner track.
1. Designation and size as indicated on the
drawings.
2. Designation: HTN -25 gauge, 0.0179 inches (0.53
mm) steel thickness, drywall track, 1 -1/4 inches
(32 mm) leg height.
3. Track Sizes: As indicated on drawings.
4. Section Properties: Manufacturer's standard
section properties.
E. Drywall Corner Bead: Cold- formed galvanized steel
sheet.
1. Type: 103 Deluxe
2. Flange Length: 1 -1/4 inches (32 mm).
F. Framing Component Accessories: Provide the following
accessories as required for a complete system.
1. EasyClip Clip Angle
2. Angles.
3. Backing Strip.
G. Fasteners: Self- drilling, self- tapping screws; steel,
complying with ASTM C 1513; galvanized coating, plated
or oil- phosphate coated complying with ASTM B 633 as
needed for required corrosion resistance.
2.3 MATERIALS
A. Galvanized Coating: G40 coating weight minimum,
complying with ASTM C 645.
2.4 FABRICATION
A. General: Framing components may be preassembled into
panels prior to erecting.
Non -load bearing Wall Framing
Section 09110 -Page 3
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B. Fabricate panels. square, with components attached in
a manner so as to prevent racking or distortion.
C. Cut all framing components squarely for attachment to
perpendicular members, or as required for an angular
fit against abutting members. hold members positively
in place until properly fastened.
D. Fasteners: Fasten components using self- tapping
PART 3 EXECUTION
3.1 EXAMINATION
A. Prior to installation, inspect previous work of all
other trades. Verify that all work is complete and
accurate to the point where this installation may
properly proceed in strict accordance with framing
shop-drawings.
{ " 3.2 ERECTION
A. Framing Installation:
1. Erect framing and panels plumb, level and square
in strict accordance with approved drawings.
2. Anchor runner track securely to the supporting
structure.
3. Butt all track joints. Securely anchor abutting
pieces of track to a common structural element,
or splice them together.
4. Align and plumb studs, and securely attach to the
flanges or webs of both upper and lower tracks.
5. Attach wall stud bridging in a manner to prevent
stud rotation. Space bridging rows according to
manufacturer's recommendations.
6. Where indicated in the drawings, provide for
structural vertical movement using means in
accordance with manufacturer's recommendations.
3.3 PROTECTION
A. Protect installed products until completion of
project.
B. Touch -up, .repair or replace damaged products before
Substantial Completion.
END OF SECTION
Non -load bearing Wall Framing
Section 09110 -Page 4
PART 1 GENERAL
1.1 SECTION INCLUDES
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SECTION 09250
GYPSUM BOARD
A. Gypsum board and accessories.
B. Interior metal framing systems and accessories.
C. Exterior Gypsum Sheathing Boards
1.2 RELATED SECTIONS
A.
Section 09900 - Painting.
1.3 REFERENCES
A.
American Society for Testing and Materials (ASTM):
1. ASTM C 473 - Standard Test Methods for Physical
Testing of Gypsum Panel Products.
2. ASTM C 475 - Standard Specification for Joint
Compound and Joint Tape for Finishing Gypsum Board.
3. ASTM C 514 - Standard Specification for Nails for
. the Application of Gypsum Board.
4. ASTM C 645 - Standard Specification for
Nonstructural Steel Framing Members.
5. ASTM C 754 - Standard Specification for Installation
of Steel Framing Members to Receive Screw - Attached
Gypsum Panel Products.
6. ASTM C 840 - Standard Specification for Application
and Finishing of Gypsum Board.
7. ASTM C 1396 - Standard Specification for Gypsum
Board.
B.
Gypsum Association (GA):
1. GA -216 - Application and Finishing of Gypsum Panel
Products.
2. GA -600 - Fire Resistance Design Manual.
C.
UL (FRD) - Fire Resistance Directory; Underwriters
Laboratories
Gypsum Board
Section 09250 -Page 1
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1.4 DESIGN REQUIREMENTS
A. Metal Framing: Provide non -load bearing steel stud
partitions with deflections conforming to L 1240 at 5 psf
(239 Pa) typical for gypsum board walls.
B. Fire - Resistive Rating: where indicated on Drawings,
provide materials and construction that are identical to
those assemblies whose fire resistance rating has been
determined per ASTM E119 by a testing and inspecting
jurisdiction.
1. Meet or exceed fire resistance requirements outlined
under provisions of the GA -600 Fire Resistance
Design Manual for wall and ceiling assemblies.
2. Meet or exceed Class A flame /fuel /smoke requirements
of ASTM E 84 surface burning characteristics for
finish materials.
C. Impact- Resistant Characteristics: No structural failure
at 400 foot pounds per ASTM E 195.
D.• Mold - Resistant Characteristics: Rating of 10 according
i to ASTM D 3273 mold testing.
�-
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each
product to be used, including:
I. Gypsum board, joint tape and finish.
2. Preparation instructions and recommendations.
3. Storage and handling requirements and
recommendations.
4. Installation methods.
C. Shop Drawings:
1. Indicate details associated with fireproofing and
acoustical seals, opening locations and details., and
opening termination details.
D. Verification Samples: For each finish product
specified, two samples, minimum size 6 inches (150 mm)
square, representing actual product, color, and
patterns.
Gypsum Board
Section 09250 -Page 2
0
1.6 QUALITY ASSURANCE
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Renovation of Foyer
A. Fire - Resistance Labeling: Provide products labeled with
third party certification stamp of fire - resistance
characteristics, including ITC, UL, and ULC as
applicable.
B. Installer Qualifications: Perform work by company
specializing in Work of this Section with minimum 3
years documented experience.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store products inside under cover and keep them dry and
protected against damage from weather, direct sunlight,
surface contamination, corrosion, construction traffic,
and other damaging.causes.
1. Neatly stack gypsum boards flat to prevent sagging.
2. Handle gypsum boards to prevent damage to edges,
ends, and surfaces.
3. Protect adhesives and joint compounds from freezing
or overheating per manufacturers instructions.
4. Protect metal framing studs.
1.8 PROJECT CONDITIONS
A. Establish and maintain environmental conditions for
application and finishing gypsum board to comply with
ASTM C 840 and GA -216.
B. ventilate building spaces to remove moisture not
required for drying joint treatment materials. Avoid
drafts during dry, hot weather to prevent materials from
drying too rapidly.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Temple- Inland Forest Products
Corp.; Toll Free Tel: (800) 231 -6060. Web:
http: / /www.temple.com /gypsum.
B. Requests for substitutions will be considered in
accordance with provisions of Section 01300.
2.2 MATERIALS
A. Gypsum Board Materials: As manufactured by Temple - Inland
Forest Products Corp. and complying with ASTM C1396.
Board size as suitable for use to minimize joints.
Gypsum Board
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1. Regular Gypsum Board: Regular type.
a. Thickness: 5/8 inch (16 mm) .
2. Fire -Rated Regular Gypsum Board: Type "X"
fire -rated regular gypsum board.
a. Thickness: 5/8 inch (16 mm).
3. Regular Gypsum Exterior Sheathing Board: Regular
gypsum sheathing board.
a. Thickness: 1/2 inch (13 mm) .
b. Configuration: Twent -four tong inches (610 mm) wide
by length require with ue and groove edges.
c. Configuration: Forty -eight inches (1219 mm)
wide by length required with square edges.
2.3 ACCESSORIES
A. Metal Corner Beads: ASTM C1047; formed galvanized steel
angle., minimum base steel 0.014 inch thick, sizes as
required to suit substrate.
B. Metal Casing Beads: ASTM C1047; formed galvanized steel
trim, minimum base steel 0.014 inch tbick, sizes as
required to suit substrate.
C. Fastening Devices for Metal Framing: ASTM C1002.
D. Steel Drill Screws: ASTM C 954.
E. Joint Compound and Tape: ASTM C 475.
2.4 SPRAY TEXTURE FINISH
A. Spray Texture Finish: Non - aggregated, non - asbestos
powder producing light to medium -light textures on
drywall or other interior surfaces.
2.5 METAL FRAMING
A. Metal Framing Materials:
I. Studs and Tracks: ASTM C645; galvanized sheet steel
studs. Gage and widths as indicated on Drawings.
2. Deep -Leg Deflection Track: ASTM C645 top runner
with 2 -inch (51 mm) deep flanges.
3. Main Runner Channels:1-1/2 inch (38 mm) deep,
galvanized. Gage and width as indicated.
4. Cross Furring Channels: 3/4 inch (19 mm).,
galvanized. Gage and width as indicated complying
with ASTM C645.
5. Rigid Furring Channels: 7/8 inch (22 mm) hat shaped
channels, galvanized. Gage and width as indicated
complying with ASTM C645.
Gypsum Board
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6. Furring Channels: 1 -1/2 inch (38 mm) Z shaped
channels complying with ASTM C645. Gage and width as
indicated.
7. Resilient Furring Channels: Gage and thickness as
indicated, galvanized, complying with ASTM C645.
8. Grid Suspension System for Interior Ceilings: ASTM
0645., direct -hung system composed of main beams and
cross - furring members that interlock.
3.1 EXAMINATION
A. Examine areas and conditions under which Work of this
Section will be performed. Correct conditions
detrimental to timely and proper completion of Work. Do
not proceed until unsatisfactory conditions are
corrected.
B. Examine substrates to which gypsum board construction
attaches or abuts. Verify pre -set hollow metal frames,
cast -in anchors, and structural framing for compliance
with requirements for installation tolerances and other
conditions affecting performance of gypsum board
construction.
3.2 PREPARATION
A. Ceiling Anchorage: Coordinate installation of ceiling
suspension with installation of overhead structural
systems to ensure that inserts and other structural
anchorage provisions have been installed to receive
ceiling anchors in a manner that will develop their full
strength and at spacing required to support ceiling.
1. Provide concrete inserts and steel deck devices to
other trades for installation well in advance of
time needed for coordination with other
construction.
3.3 INSTALLATION-
A. Metal Framing - General:
I. Install steel framing to comply with ASTM C754 and
with ASTM C840 requirements that apply to framing
installation.
2. Install supplementary framing, blocking, bracing at
termination in Work, and support of fixtures,
� equipment services, heavy trim, grab bars, toilet
f accessories, furnishings, and similar construction
to comply with details indicated on Drawings and
Gypsum Board
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with recommendations of gypsum board manufacturer.
3.
Isolate steel framing from building structure to
prevent transfer of loading imposed by structural
movement, at locations indicated below to comply
with details indicated on Drawings:
a. Where edges of suspended ceilings abut building
penetrations of structural elemebts.
b. Where partitions and wall framing abuts overhead
structure.
c. Provide slip type joint as detailed to attain
lateral support and avoid axial loading.
4.
Do not bridge building expansion and control joints
with steel framing or furring members. Independently
frame both sides of joints with framing or furring
members.
B. Metal Framing - Walls and Partitions:
1.
Install runners (track) at floors, ceilings, and
structural walls and columns where gypsum board stud
system abuts other construction.
a. Where studs are installed directly against
exterior walls, install asphalt felt strips
between studs and wall.
2.
Metal Stud Spacing: Maximum 16 inches (406 mm) on
center, unless noted otherwise. For applications
that exceed laterally unsupported height
limitations, provide engineered studs per Section
05400 - Cold Formed Metal Framing. Use gage and
depth of stud required to meet maximum deflection
requirements..
3.
Installation Tolerances: Install each steel framing
and furring member so that fastening surfaces do not
vary more than 1/6 inch (3 mm) from plane of faces
of adjacent framing.
4.
Extend partition framing full height to structural
supports or substrates above suspended ceilings,
except where partitions are indicated to terminate
at suspended ceilings. Continue framing over frames
for doors and openings and frame around ducts
penetrating partitions above ceiling to provide
support for gypsum board. .
5.
Install steel studs in sizes and spacing indicated
on Drawings, but not less than that required by
+7 \'
referenced steel framing installation standards.
4- 6:
Install steel studs so that flanges point in the
same direction and gypsum boards can be installed in
the direction opposite to that of the flanges.
7.
Frame door openings to comply with details indicated
Gypsum Board
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on Drawings, with GA -216, and with applicable published
recommendations of gypsum board manufacturer.
Attach vertical studs at jambs with screws either
directly to frames or to jamb anchor clips on door
frames. Install runner track section (for cripple
studs) at head and secure to jamb studs.
8. Extend vertical jamb studs through suspended
ceilings and attach to underside of floor or roof
structure above.
9. Frame openings other than door openings to comply
with details indicated on Drawings, or if none is
openings; and install framing below sills of
openings to match framing required above door heads.
10. Blocking:Bolt or screw steel channels to metal
studs. Install concealed wood blocking for support
of plumbing fixtures, toilet partitions, wall
cabinets, toilet accessories, hardware, and other
related items that require backing for support under
Provisions of Section 06100.
C. Metal Framing - Suspended and Furred Ceilings:
1. Secure hangers to structural support by connecting
directly to structure where possible, otherwise
connect to cast -in concrete inserts or other
anchorage devices or fasteners as indicated on
Drawings.
a. Do not attach hangers to metal deck tabs.
b. Do not attach hangers to metal roof deck
c. Do not attach hangers to underside of concrete
slabs with power - actuated fasteners.
2. Install metal ceiling framing per ASTM C754, and
space main runners at 4 feet (1219 mm) on center
maximum.
3. Do not connect or suspend
pipes., or conduit.
4. Keep hangers and braces 2
ducts, pipes, or conduits.
5. Sway -brace suspended steel
steel framing from ducts,
inches (51 mm) clear of
framing with hangers used
for support.
6. Comply with local governing code requirements where
applicable.
D. Gypsum Wallboard - General:
I. Gypsum Board Application and Finishing Standards:
Install and finish gypsum board to comply with ASTM
C 840 and GA -216.
2. Locate exposed end -butt joints as far from center of
walls and ceilings as possible, and stagger not less
than 24 inches (610 mm) in alternate courses of
board.
3. Install ceiling boards across framing in the manner
Gypsum Board
Section 09250 -Page 7
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which minimizes the number of end -butt joints, and
which will avoid end joints in the central area of
each ceiling. Stagger end joints a minimum of 24
inches
4. Install wall and partition boards vertically unless
otherwise noted.
S. Install exposed gypsum board with face side out. Do
not install imperfect, damaged, or damp boards.
Butt boards together for a light contact at edges
and ends with not more than 1/16 inch open space
between boards. Do not force into place.
T °' githp y edge eE exel jeiets ever supper ts,
except in horizontal applications or where
intermediate supports or gypsum board back- blocking
is provided behind end joints. Position boards so
that like edges abut, tapered edges against tapered
edges, and mill -cut or field -cut .ends against
mill -cut or field -cut ends. Do not place tapered
edges against cut edges or ends. Stagger vertical
joints over different studs on opposite sides of
partitions.
7. Attach gypsum board to steel studs so that leading
edge or end of each board is attached to open
(unsupported) edge of stud flange first.
8.. Attach gypsum board to supplementary framing and
blocking provided for additional support at openings
and cut -outs.
9. Form control joints and expansion joints at
locations indicated on Drawings, and as recommended
by Gypsum Association, with space between edges of
boards prepared to receive trim accessories.
a. Maximum distance between control joints: 30
linear feet .
10. Cover both fares of steel stud partition framing
with gypsum board in concealed spaces (above
ceilings, etc.), except in chase walls that are
properly braced internally.
a. Fit gypsum board around ducts, pipes, and
conduits.
b. Where partitions intersect open concrete
coffers., cut gypsum board to fit profile of
coffers and allow 1/4 to 1/2 inch wide joint for
sealant.
11. Isolate 'perimeter of non -load bearing drywall
partitions at structural abutments. Provide 1/4 to
1/2 inch space and trim edge with "U" bead edge
trim. Seal joints with acoustical sealant.
E. Spray- Texture
walls and
instructions.
Finish: Apply spray texture finish on
ceiling surfaces per manufacturer's
Do not apply spray texture where vinyl
Gypsum Board
Section 09250 -Page 8
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Newport Beach Police Station
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Wall covering is to be installed.
F. Gypsum Sheathing: Comply with ASTM C 1280 and GA -253.
G_ Accessories;
1. General: Where feasible, use the same fasteners to
anchor trim accessory flanges as required to fasten
gypsum board to the supports. Otherwise, fasten
flanges to comply with manufacturer's
2. Install metal corner beads at external corners.
3. Install metal edge trim whenever edge of gypsum
board would otherwise be exposed or semi- exposed,
except where plastic trim is indicated on Drawings.
Provide type with face flange to recgive joint
compound except where °U" bead (semi- finishing type)
is indicated.
4. Install gypsum board reveals where indicated on
Drawings.
5. Install control joints at locations indicated on
Drawings, or. if not indicated, at spacing and
locations required by referenced gypsum board
application and finish standard, and approved by
Architect for visual effect.
3.4 JOINT TREATMENT
A. General:
1. Inspect areas to be joint treated, verifying that
the gypsum board fits snugly against supporting
framework.
2. In areas where joint treatment and compound
finishing will be performed, maintain a temperature
of not less than 55 degrees F for 24 hours prior to
commencing the treatment, and until joint and
finishing compounds have dried.
3. Apply the joint treatment and finishing compound by
machine or hand tool.
4. Provide a minimum drying time of 24 hours between
coats, with additional drying time in poorly
ventilated areas.
B. Embedding Compounds:
1. Apply to gypsum board joints and fastener heads in
a thin uniform layer.
2. Spread the compound not less than 3 inches wide at
joints., center the reinforcing tape in the joint,
and embed the tape in the compound. Then, spread a
thin layer of compound over the tape.
3. After this treatment has dried, apply a second coat
Gypsum Board
Section 09250 -Page 9
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In a similar manner spreading in a thin uniform coat
to not less than 6 inches wide at joints. Feather
edges.
4. Sand between coats.
5. When thoroughly dry, sandpaper to eliminate ridges
and high points.
C. Finishing Compounds:
1. After embedding compound is thoroughly dry and has
been completely sanded, apply a coat of finishing
compound to joints and fastener heads.
2. Feather the finishing compound fa not less than i
inches wide.
3. When thoroughly dry, sandpaper to obtain a uniform
smooth surface, taking care to not scuff the paper
surface of the board.
3.5 LEVEL OF FINISH
A. Level of finish shall be as per Gypsum Association
Publication, GA -214 -M as noted herein.
1. Sand between each coat of compound as required to
remove ridges and other imperfections.
B. Level of finish Type 3:
1. Tape embedded in joint compound at joints and
interior angles, wiped with joint knife leaving thin
coat of compound over tape.
2. Cover tape with one separate coat of joint compound.
3. Accessories covered with two separate coats of joint
compound.
4. Fasteners covered with two separate coats of joint
compound.
5. Joint compound shall be smooth and free of tool
marks and ridges. Sand to achieve a smooth
paint -ready surface.
3.6 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from
True .Flatness: 1/8 inch (1.5 mm) in 10 feet (3048 mm)
in any direction.
3.7 PROTECTION
A. Provide final protection and maintain conditions that
ensure gypsum board construction being without damage or
deterioration at time of Substantial Completion.
> 3.8 CLEANING
A. In addition to other requirements for cleaning, use
Gypsum Board
Section 09250 -Page 10
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Renovation of Foyer
necessary care to prevent scattering gypsum board scraps
and dust, and to prevent tracking gypsum and joint
finishing compound onto floor surfaces.
B. At completion of each segment of installation in a room
or space, promptly pick up and remove scraps, debris,
and surplus materials of this Section from working area.
END OF SECTION
Cl�
Gypsum Board
Section 09250 -Page 11
•
PART 1 GENERAL
1.1 SECTION INCLUDES
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SECTION 09300
TILE
Porcelain Floor Tile Pavers
B. Porcelain Trim and Base Tiles
1.2 RELATED SECTIONS
A. Section 03505 - Self- Leveling Underlayment.
B. Section 07920 - Joint Sealant.
1.3 REFERENCES
A. ANSI A108.1A, 1999 - Specifications for Installation of
Ceramic Tile in the Wet -Set Method with Portland Cement
Mortar.
B. ANSI.A108.1B, 1999 - Specifications for Installation of
Ceramic Tile on a Cured Portland Cement Mortar Setting
Bed with Dry -Set or Latex Portland Cement Mortar.
C. ANSI A108.5, 1999 - Specifications for Ceramic Tile
Installed with Dry -Set Portland Cement Mortar or
Latex - Portland Cement Mortar.
D. ANSI A108.90 1999 - Specifications for Ceramic.Tile
Installed with Modified Epoxy Emulsion Mortar /Grout.
E. ANSI A108.10, 1999 - Specifications for Installation of
Grout in Tilework.
F. ANSI A118.1, 1999 - Standard Specification for Dry -Set
Portland Cement Mortar.
G. ANSI A118.4, 1999 - Latex - Portland Cement Mortar.
H. ANSI A118.6, 1999 - Standard Ceramic Tile Grouts.
I. ANSI A137.1, 1988 - Specifications for Ceramic Tile.
J. TCA (HB) - Handbook for Ceramic Tile Installation; Tile
Council of America, Inc.
Tile
Section 09300 -Page 1
1.4 PERFORMANCE REQUIREMENTS
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A. Static Coefficient of Friction: Tile on walkway surfaces
shall be provided with the following values as
determined by testing in conformance with ASTM C 1028.
1. Level Surfaces: Minimum of 0.6 (Wet).
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's
product to be used, including:
1. Preparation instructions and
2. Storage and handling
recommendations.
3. Installation methods.
data sheets on each
recommendations.
requirements and
C. Shop Drawings: Indicate tile layout, patterns, color
arrangement, perimeter conditions, junctions with
dissimilar materials, control and expansion joints,
thresholds, ceramic accessories, and setting details..
D. Maintenance Data: Include recommended cleaning methods,
cleaning materials, stain removal methods, and polishes
and waxes.
1.6 QUALITY ASSURANCE
A. Maintain one copy each of all Referenced standards and
specifications on site. Include the TCA Handbook, ANSI
A106 Series, ANSI A118 Series ANSI A136.1 and ANSI
A137.1 and others as specified under paragraph
References.
B. Installer Qualifications: Company specializing in
performing the work of this section with minimum 3 years
experience.
C. Single Source Responsibility:
1. Obtain each type and color of tile from a single
source.
2. Obtain each type and color of mortar, adhesive and
grout from the same source.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened
packaging until ready for installation.
B. Protect adhesives and liquid additives from overheating
in accordance with manufacturer'.s instructions.
Tile
Section 09300 -Page 2
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Renovation of Foyer
C. Store tile and setting materials on elevated platforms,
under cover and in a dry location and protect from
contamination, dampness, freezing or overheating.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Do not install adhesives in an unventilated environment.
B. Maintain ambient and substrate temperature of 50 degrees
F (10 degrees C) during installation of mortar
materials.
1.9 EXTRA MATERIALS
A. Provide 10 pieces of tile specified, 5 pieces of .trim
and 5 pieces of bullnose.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Daltile Corporation; 7834 C.F.
Hawn Freeway, Dallas, TX 75217. ASD. Tel: (214)
398 -1411 or (800) 933 -TILE. www.daltileproducts.com.
B. Requests for substitutions will be considered in
accordance with provisions of Section 01600.
2.2 TILE
A. General: Provide tile in the locations and of the types
colors and pattern indicated on the Drawings and
identified as follows:
B. Porcelain Paver Tile: ANSI A137.1, and as follows:
1. Product: Daltile `Mountain Peak' Series.
2. Moisture Absorption: 0 to 0.5 percent.
3. Size and Shape: 18 inches (450 mm) square, nominal
3/8" thick.
4. Edges:
a. Cushioned.
5. Surface Finish:
a. Textured finish.
6. Color: MP06 Charcoal
7. Trim Units:
a. Matching surface bullnose shapes S -44C9, 4 "x12 ".
b. Matching cove base shapes, S- 36C9T, 6"x1211.
f C. Non - Ceramic Trim: Satin natural anodized extruded
aluminum, stainless steel, brass, etc, style and
dimensions to suit application, for setting using tile
Tile
Section 09300 -Page 3
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Renovation of Foyer
mortar or adhesive; use in the following locations:
1. Open edges of floor tile.
2. Transition between floor finishes of different
heights.
3. Thresholds at door openings.
4. Expansion and control joints, floor and wall.
2.3 SETTING MATERIALS
A. Epoxy Adhesive: ANSI A118.3, thinset bond type.
B. Mortar Bed Materials:
1. Portland cement: ASTM C150, type 1, gray or white.
2. Hydrated Lime: ASTM C207, Type S.
3. Sand: ASTM C144, fine.
4. Latex additive: As approved.
5. Water: Clean and potable.
C. Mortar Bond Coat Materials:
1. Dry -Set Portland Cement type: ANSI A118.1.
(, 2. Latex - Portland Cement type: ANSI A118.4.
3. Epoxy: ANSI A118.3, 100 percent solids.
D. Standard Grout: Cement-grout, sanded or unsanded, as
specified in ANSI A118.6; color as selected.
E. Membrane at Walls: No. 15 (6.9 kg) asphalt saturated
felt, ASTM D226, Type 1.
F. Metal Lath: ASTM C847, Flat expanded diamond mesh, not
less than 2.5 lbs /SY, galvanized finish.
PART 3 EXECUTION
3.1 EXAMINATION
A. verify that sub -floor surfaces are dust -free, and free
of substances which would impair bonding of setting
materials to sub -floor surfaces, and are smooth and flat
within tolerances specified in ANSI A137.1.
B. Verify that required floor - mounted utilities are in
correct location.
3.2 PREPARATION
A. Protect surrounding work from damage.
B. Remove any curing compounds or other contaminates.
Tile
Section 09300 -Page 4
Newport Beach Police Department
Renovation of Foyer
C. Vacuum clean surfaces and damp clean.
D. Seal substrate surface cracks with filler. Level
existing substrate surfaces to acceptable flatness
tolerances.
3.3 INSTALLATION - GENERAL
A. Install tile and grout in accordance with applicable
manufacturer's instructions, and TCA Handbook
recommendations..
B. Lay tile to pattern indicated. Arrange pattern so that
a full tile or joint is centered on each wall and that
no tile less than 1/2 width is used. Do not interrupt
tile pattern through-openings.
C. Cut and fit tile to penetrations through tile, leaving
sealant joint space. Form corners and bases neatly.
Align floor joints.
(, D. Place tile joints uniform in width, subject to variance
in tolerance allowed in tile size. Make joints
watertight, without voids, cracks, excess mortar, or
excess grout.
E. Form internal angles square and external angles
bullnosed.
F. Install ceramic accessories rigidly in prepared
openings.
G. Install non - ceramic trim in accordance with
manufacturer's instructions.
H. Install thresholds where indicated.
I. Sound tile after setting. Replace hollow sounding units.
J. Keep expansion joints free of adhesive or grout. Apply
sealant to joints.
K. Allow tile to set for a minimum of 48 hours prior to
grouting.
L. Grout tile joints. Use standard grout unless otherwise
indicated.
M. Apply sealant to junction of tile and dissimilar
materials and junction of dissimilar planes.
Tile
Section 09300 -Page 5
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3.4 INSTALLATION - FLOORS - THIN -SET METHODS
A. Over exterior concrete substrates, install in accordance
with TCA Handbook Method F102, with standard grout.
B. Over interior concrete substrates, install in accordance
with TCA Handbook Method F113, dry -set or latex - portland
cement bond coat, with standard grout, unless otherwise
indicated.
1. Where waterproofing.membrane is indicated, install
in accordance with TCA Handbook Method F122, with
latex - portland cement grout.
2. Where epoxy bond coat and grout are indicated,
install in accordance with TCA Handbook Method F131.
3. Where epoxy bond coat and grout are indicated,
install in accordance with TCA Handbook Method F143.
3.5.CLEANING
A. Clean tile and grout surfaces.
3.6 PROTECTION OF FINISHED WORK
A. Do not permit traffic over finished floor surface for 72
hours after installation.
B. Cover floors with kraft paper and protect from dirt and
residue from other trades.
C. Where floor will be exposed for prolonged periods cover
with plywood or other similar type walkways
END OF SECTION
Tile
Section 09300 -Page 6
•
PART 1.00 - GENERAL
1.0. DESCRIPTION:
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SECTION 09450
WALLCOVERING
A. General.:
wallcovering described in this Section is.limited to
vinyl wallcovering for the area indicated in the
drawings.
B. .&elated .work described elsewhere.
I. Painting: Section 09900
1.02 .QUALITY ASSURANCE
A. Qualifications of installers
1. For actual cutting and installation of vinyl
wallcovering, use only thoroughly trained and
experienced installers completely familiar with the
installation recommendations of the manufacturer of the
wallcovering used and completely familiar with the
requirements of this Work.
2. In acceptance or rejection of installed wallcovering.,
no allowance will be mace for -lack of skill on the part
of installers.
13. Manufacturer's recommendation
The installation recommendations of 'the manufacturer of
the wallcovering used, when approved by the Architect,
shall be the basis for aceptance or rejection of actual
installation methods used in this work.
wallcovering
Section 09450 -Page 1
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C. Applicable standards:
Requirements
Test Method
Pattern: Bella
CCC- W- 408A /CFFA -101 -A
Type 11
Finished total weight
CCC- T -192b
20 oz /lin.yd
19.5 oz /lin.ft
5041
Finished total weight
CCC- T -192b
13.3 oz /sq.yd
13 oz /sq.yd
5041
Vinyl weight 7oz /sq.yd
1143 oz /sq.yd
Backing fabric weight
CCC- T -192b
2.0 oz /sq.yd
Fabric type
osnaburg 32x30
Average total thickness
0.025 inch
Tensile breaking strength
CCC- T -192b
98x93
Tear strength 25x25 .
CCC- T -192b
27x26
Average adhesion Vinyl
3 lb /inch
to fabric (3 lbs /inch)
Tedlar available
No
Prefixx available
Yes
Match information
Random reversible
Fire hazard class UL
723
Flame -10
Flame 25 - Smoke 50
Smoke -5
1.03 SUBMITTALS;
A. Samples:
Within 35 days after award of Contract, and before any
wallcovering is delivered to the job site, submit to
the Architect in accordance with the provisions of
Section 01300 of these specifications, samples of the
full range of colors and patterns of wallcovering
available from-the selected manufacturer in the quality
and type specified.
Wallcovering
__ .. Sectibii -0950 -Page
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1.04 PRODUCT HANDLING:
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A. Protection:
.Use all means necessary to protect vinyl wallcovering
materials before, during, and after installation and to
protect the installed work and materials of all other
trades.
B. Replacements:
In the event of damage, immediately make all repairs and
replacements necessary to the approval of the Architect
and at no additional cost to the Owner.
PART 2.00 - PRODUCTS
2.01 VINYL WALLCOVERING:
All vinyl wallcovering shall be the product of the same
manufacturer, shall be vinyl coated fabric 27 inches or 54
inches in uet width, and shall be by the following
manufacturer :
A. MDC Wallcovering Bolta Contract 3,, BBBL35/4415 Bella
Color Glacier, Type II
B. Request for substitution shall be considered in
Accordance with provisions of Section 01600.
2.02 ADHESIVES:
All adhesives shall be only those recommended by the
manufacturer of the vinyl wallcovering used.
PART 3.00 - EXECUTION
3._01 SURFACE CONDITIONS:
A. Inspection:
1. Prior to all work of this Section, carefully inspect the
installed work of all other trades and verify that all
such work is complete to the point where this
installation may properly commence.
2. Verify that wallcovering may be installed in accordance
with the original design and the manufacturer's
recommendations.
wallcovering
.
{ _._ --- . ...__.. ...... ..... . . . .. section 03-45a=
e
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B. Discrepancies:
1. In the event of discrepancy, immediately notify the
Architect.
2. Do not proceed with installation in areas of
discrepancy until all such discrepancies have been
fully resolved.
3.02 INSTALLATION:
A. Preparation:
Where wallcovering is scheduled to be installed, carefully
prepare the wall surfaces in strict accordance with the
Manufacturer's recommendations.
B. Installation:
1. Spread the adhesive and hang the wallcovering, both in
strict accordance with the manufacturer's
recommendations.
2. Butt all seams; do not overlap.
�'. 3. If defective material is discovered in the bolt, discard
the defective portion.
4. Properly match all patterns and achieve a uniformly
smooth finished surface, completely free from wrinkles
and with all wallcovering firmly attached to the
substrate.
3.03 CLEANING UP:
After hanging, immediately clean all wallcovering surfaces,
removing all traces of adhesive and soil and thoroughly
wash with clean water; do not use carbon-tetrachloride,
cleaning solvents, or any other cleaning agent not
specifically recommended by the manufacturer of the wall-
covering.
END OF SECTION
wallcovering
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SECTION 09510
ACOUSTICAL TILE CEILINGS
PART I - GENERAL
1.1 SECTION INCLUDES
A. Acoustical ceiling tiles.
B. Exposed grid suspension system.
C. Wire hangers, fasteners, main runners, cross tees, and
wall angle moldings.
1.2 Related Sections:
Section 09250 - Gypsum Board
Divisions 15 - HVAC
Division 16 Sections - Electrical Work
1.3 Alternates
Prior Approval: Unless otherwise provided for in the
Contract documents, proposed product substitutions may be
submitted no later than TEN (10) working days prior to the
date established for receipt of bids. Acceptability of a
proposed substitution is contingent upon the Architect's
review of the proposal for acceptability and approved
products will be set forth by the Addenda. If included in a
Bid are substitute products which have not been approved by
Addenda, the specified products shall be provided without
additional compensation.
Submittals which do not provide adequate data for the
product evaluation will not be considered. The proposed
substitution must meet all requirements of this section,
including but not necessarily limited to, the following:
Single source materials suppliers. Underwriters'
Laboratories Classified Acoustical performance; Panel
design, size, composition, color, and finish; Suspension
system component profiles and sizes; Compliance with the
referenced standards.
Acoustical Tile Ceiling
Section 0951079a9-e- _l,_._,_ -..- _ _...
•
1.4 REFERENCES
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Newport Beach Police Department
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A. ASTM C 635 Standard Specification for Metal Suspension
Systems for Acoustical Tile and Lay -in Panel Ceilings.
B. ASTM C 636 Recommended Practice for Installation of
Metal Ceiling Suspension Systems for Acoustical Tile and
Lay -in panels.
C. ASTM E 1264 Classification for Acoustical Ceiling
Products.
1.5 SUBMITTALS
A. Product Data: Submit manufacturer's technical data for
each type of acoustical ceiling unit and suspension
system required.
B. Samples: Minimum 6 inch x 6 inch samples of specified
acoustical panel; 8 inch long samples of exposed wall
molding and suspension system, including main runner and
4 foot cross tees.
C. Shop Drawings: Layout and details of acoustical
ceilings. Show locations of items which are to be
coordinated with, or supported by the ceilings.
D. Certifications: Manufacturer's certifications that
products comply with specified requirements.
1.6 QUALITY ASSURANCE
A': Single- Source Responsibility: Provide acoustical panel
units and grid components by a single manufacturer.
B. Surface Burning Characteristics: As follows,.tested per
ASTM E 84 and complying with ASTM E 1264 for Class A
products.
1. Flame Spread: 25 or less
2. Smoke Developed: 50 or less
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver acoustical ceiling units to project site in
original, unopened packages and store them in a fully
enclosed space where they will be protected against
damage from moisture, direct sunlight, surface
contamination, and other causes.
1.8 WARRANTY
A. Acoustical Panel: Submit a written warranty executed
Acoustical Tile Ceilings _
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by the manufacturer.
B. Grid System: Rusting and manufacturer's defects
1. Warranty Period:
Acoustical panels: Ten (10) years from date of
substantial completion.
Grid: Ten (10) years from date of substantial
completion.
1.9 MAINTENANCE
A. Extra Materials: Deliver extra materials to Owner.
Furnish extra materials described below that match
products installed.
1. Acoustical Ceiling Units: Furnish quantity of
full -size units equal to 5.0 percent of amount
installed.
2. Exposed Suspension System Components: Furnish
quantity of each exposed suspension component equal
to 2.0 percent of amount installed.
Part 2- PRODUCTS
2.1 MANUFACTURERS
A. Ceiling Panels: Armstrong World Industries, Inc.
\, 1. Acoustical Panels Type ACT -1:
Surface Texture: Fine
Composition: Mineral Fiber
Color: White
Size: 12in X 12in X 3 /4in
Edge Profile: Beveled K4C4 for interface with
Concealed Z.
Noise Reduction Coefficient (NRC): ASTM C 423;
Classified with UL label on product carton, 0.65.
Ceiling Attenuation Class (CAC): ASTM C 1414;
Classified with UL label on product carton, 40
Articulation Class (AC): ASTM E 1111; Classified with
UL label on product carton N /A.
Flame Spread: ASTM E 1264; Class A (UL)
Light Reflectance (LR): ASTM E 1477; White Panel:
Light Reflectance: 0.86.
PART 3 - EXECUTION
3.1 EXAMINATION
Do not proceed with installation until all wet work such as
drywalling and painting has been completed
---- � T 1L
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Sectio 10�Pr R -
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\ 3.2 PREPARATION
A. Measure each ceiling area and establish layout of
acoustical units to balance border widths at opposite
edges of each ceiling. Avoid use of less than half width
units at borders, and comply with reflected ceiling
plans. Coordinate panel layout with mechanical and
electrical fixtures.
B. Coordination: Furnish layouts for preset inserts,
clips, and other ceiling anchors whose installation is
specified in other sections.
Furnish concrete inserts and similar devices to other
trades for installation well in advance of time needed
for coordination of other work.
3.3 INSTALLATION
A. Install suspension system and panels in accordance with
the manufacturer's instructions, and in compliance.with
ASTM C 636 and with the authorities having jurisdiction.
Suspend main beam from overhead construction with hanger
wires spaced 4 -0 on center along the length of the main
runner. Install hanger wires plumb and straight.
Install wall moldings at intersection of suspended
ceiling and vertical surfaces. Miter corners where wall
moldings intersect or install corner caps.
Cut and fit panels neatly against abutting surfaces.
Support edges by wall moldings.
3.4 ADJUSTING AND CLEANING
A. Replace damaged and broken tiles.
Clean exposed surfaces of acoustical ceilings.
Comply with manufacturer's instructions for cleaning and
touch up of minor finish damage. Remove and replace work
that cannot be successfully cleaned and repaired to
permanently eliminate evidence of damage..
END OF SECTION
Acoustical Tile Ceilings
Section 09510 -Page 4
PART 1 - GENERAL
1.01 SECTION INCLUDES
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SECTION 09900
PAINTING
The work includes furnishing of materials and equipment,
preparation of surfaces and completion of the painting and
finishing of all surfaces as required by the drawings and
specified herein.
1.02 RELATED SECTIONS
A. Factory, pre- finished items as specified in various
sections.
B. Shop painting specified in respective sections.
C. Architectural woodworking.
D. Surfaces not to be painted:
1. Pre- finished wall, ceiling and floor coverings.
2. Items with factory - applied final finish.
3. Concealed ducts, pipes and conduit.
9. Surfaces specifically scheduled or noted on the
drawings not to be painted.
1.03 SUBMITTALS'
A. Product data:
1. Not less than thirty (30) days before beginning work,
submit a complete list of materials proposed for use,
together with manufacturer's specifications.
2. Paint materials and products shall be subject to the
Architect's approval.
3. Color samples: Prepare all color and finishes on
samples, 8 -1/2" x 11 ".in size.
9. Samples shall be submitted as requested until required
sheen, color and texture is achieved.
5. Prepare wood samples on type and quality of wood
specified for use on project.
6. Label and identify each sample as to location and
application.
1.09 DELIVERY, STORAGE AND HANDLING
Painting
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Renovation of Foyer
A. Deliver paint materials in sealed original labeled
containers bearing manufacturer's name, type of paint,
stock number, color and instructions for reducing or
mixing where applicable.
B. Paint materials and equipment
1. Store only acceptable project materials on site.
2. Store in a suitable location.
3. Restrict storage to paint materials and related
materials.
4. Comply with health and fire regulations.
1.05 PROJECT CONDITIONS
A. Comply with manufacturer's recommendations as to
environmental conditions under which coatings and coating systems
Can be applied. Do not apply varnish or paint when temperature is
below 55 degrees F. Do not apply exterior paint in damp or rainy
weather; ensure that the surface has.dried thoroughly before
proceeding.
B. Do not apply finish in areas where dust is being
generated.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Products specified are as manufactured by the Frazee Paint
Company. Paints of same type and quality as specified by other
manufacturers to conform to materials listed and be approved by
Architect.
B. Materials selected for coating systems for each type
surface shall be the product of a single manufacturer.
C. Accessory materials such as turpentine, thinner, linseed
oil, putty and shellac shall be of the highest quality and by
approved manufacturer.
D. All paints shall be ready -mixed except field catalyzed
coatings. Mix only in metal pails.
E. Finish coats shall not be thinned without Architect's
approval.
F. Unsuitability of specified products:. Claims concerning
unsuitability of any material specified (or the inability to
satisfactorily produce the work) will not be entertained, unless
such claim is made in writing to the Architect before the work is
started.
G. Number of coats scheduled is minimum. Additional coats
Painting
- -- ._._....... _ .... section 099"�3------- —
Newport Beach Police Department
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shall be applied at no additional cost if necessary to completely
hide base materials, produce uniform color and provide
satisfactory finish result.
H. All submitted paint products shall be in compliance
with all current local, state and federal air quality mandates.
2.02 COLORS
A. All colors are to be selected or approved by the Architect
and actual color chips shall be supplied to the Contractor for
matching. All undercoats shall be tinted to approximate the
finish coat.
B. Approval of final colors: Final coat of paint shall not be
applied until colors have been approved by the Architect.
C. The number of colors to be used shall be as determined by
the Architect. Architect reserves the right to vary colors
throughout the project.
PART.3.— EXECUTION
3.01 INSPECTION
i'.. A. Examine surfaces scheduled to receive paint and finishes
for conditions that will adversely affect execution, permanence
or quality of work and which cannot be put into acceptable
condition through preparatory work as included in Article 3.02
"Preparation of Surfaces ". The Contractor shall notify the
General Contractor and Architect in Writing of any defects or
conditions which will prevent a. satisfactory installation.
B. Do not proceed with surface preparation or coating
application until conditions are suitable.
C. Commencement of installation construed as acceptance of
surfaces.
3.02 PREPARATION OF SURFACES
A. All surfaces to receive paint shall be clean, dry, smooth
and dust free before application of any materials. Prepare
surfaces as follows:
1. WOOD: Sand smooth and remove dust. Fill open joints,
cracks, nail holes and other pits or depressions flush and smooth
with putty or wood dough after priming. Color putty to match
finish paint coat. Touch up knots or sap streaks with shellac or
other approved sealer before priming.
inherent in the base material.
Painting
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2. PRIMED FERROUS METAL: Remove all foreign matter. Touch
up abrasions with ferrous metal primer.
3. UNPRIMED FERROUS METAL: Remove all rust, mill scale
and foreign matter by wirebrushing, scraping, sandblasting or
solvent as _required to provide a clean, smooth surface.
4. GYPSUM BOARD: Remove all foreign matter. Fill all pits
flush and smooth with spackle.
5. PLASTER: Fill hairline cracks, small holes and
imperfections on plaster surfaces with patching plaster..Smooth
off to match adjacent surfaces. Wash and neutralize high alkali
surfaces where they occur.
B. Surfaces which cannot be prepared or painted as specified
shall be immediately brought to the attention of the Architect in
writing.
1. Starting of work without such notification will be
considered acceptance by the Contractor of surfaces involved.
2. The Contractor shall replace unsatisfactory work
Caused by improper or defective surfaces as directed by the
Architect at no additional cost to the Owner.
3.03 APPLICATION
A. Do not apply initial coating until moisture content of
surface is within limitations recommended by the paint
manufacturer.
B. Application:
I. Apply paint with suitable brushes, rollers or spraying
equipment.
2. Apply stain in accordance with manufacturer's
recommendations.
3. Rate of application shall not exceed that as
recommended by the paint manufacturer for surface involved.
4. Comply with recommendations of product manufacturer
for drying time between succeeding coats.
5. Leave all parts of molding and ornaments clean and
true to details with no undue amount of paint in corners and
depressions.
6. Make edges of paint adjoining other material or color
clean and sharp with no overlapping.
7. Refinish whole wall where "portion of finish is not
acceptable.
8. All materials shall be applied evenly with proper film
thickness and free of runs, sags, skips and other defects. Enamel
Painting
Seetien 4
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Renovation of Foyer
and varnishes shall be sanded lightly between coats, dusted and
cleaned before recoating.
9. Hardware, hardware accessories, plates, lighting
fixtures and similar items in place shall be removed prior to
painting and replaced upon completion of each space.
10. Heating and other equipment adjacent to walls shall be
disconnected, using workmen skilled in appropriate trades, and
moved to permit wall surfaces to be painted. Following completion
of painting, they shall be expertly replaced and reconnected.
11. Paint visible surfaces behind vents, registers or
grilles flat black.
1. Wash exposed metal with solvent then prime and
paint as scheduled.
2. Spray paint wherever.practical.
12. Do not paint over Underwriters' labels, fusible links
or sprinkler heads.
13. EXPOSED PLUMBING AND MECHANICAL ITEMS: Items without
factory finish such as conduits, pipes, access panels and items
of similar nature be finished to match adjacent wall and ceiling
surfaces unless otherwise directed.
3.04 CLEAN -UP
Upon completion of the work, the Contractor will remove all
equipment, excess material and debris, remove all paint splatters
and leave his area in a'neat and orderly condition.
3.05 PAINT FINISH SCHEDULE
A. Finish all surfaces in accordance with the following
schedule. Catalog names and numbers refer to products as
manufactured by the Frazee Paint Company, San Diego, California,
except as otherwise specified.
B. EXTERIOR SURFACES
Enamel Finishes:
Acrylic Semi -gloss - 128 SATIN GLIDE
Acrylic, Non - Blocking Semi -gloss - 124 MIRRO GLIDE SG
Acrylic Non - Blocking Gloss - 143 MIRRO GLIDE GL
Gloss - Alkyd Gloss - 648 ARO -PLATE GL
1. Wood: Flat: 1st Coat: 372
2nd Coat: 203 DURATEC
3rd Coat: 203 DURATEC
WOOD UNDERCOATER
Painting
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Total dry film thickness shall be no less than 5 mils.
2. Wood: Opaque Stain: 1st Coat: 209 DURATEC
2nd Coat: 209 DURATEC
Total dry film thickness shall be no less than 3 mils.
3. Stucco: Flat: 1st Coat: 203 DURATEC
2nd Coat: 203 DURATEC
Total dry film thickness shall be no less than 3 mils.
C.INTERIOR SURFACES
Enamel Finishes:
Acrylic Eggshell- . 022 LO GLO
Acrylic Non - Blocking Low Sheen - 126 MIRRO GLIDE LS
Acrylic Semigloss - 128 SATIN GLIDE
Acrylic Non - Blocking Semigloss - 124 MIRRO GLIDE MIRO
GLIDE SG
Acrylic Non - Blocking Gloss- 143 MIRRO GLIDE GL
( 1. Wood: Enamel:
1st Coat: 367 FRAFLO
2nd Coat: Enamel as specified
3rd Coat: Enamel as specified
Total dry film thickness shall be no less than 4.5 mils.
2, Wood: Stained:
1st Coat: 685 WOOD STAIN
2nd Coat: 760 HI SOLIDS WATER WHITE SANDING SEALER
3rd Coat: 729 CLEAR SEMI -GLOSS LACQUER
or 746 GLOSS LACQUER
3. Gypsum Board: F1
1st Coat: 002
2nd Coat: 002
or
2nd Coat: 011
3rd Coat: 011
at:
MAJESTIC
MAJESTIC
VELVIN
VELVIN
Total dry film thickness shall.be no less than 3 mils.
Section 09900 -Page 6
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4. Gypsum Board: Enamel:
1st Coat: 061 AQUA SEAL*
2nd Coat: Enamel as specified
3rd Coat: Enamel as specified
Total dry film thickness shall be no less than 3.5 mils.
END OF SECTION
Painting
_._....._.._... section- 099-00°Bage y- - -.....
u
PART 1 GENERAL
1.1 SECTION INCLUDES
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Newport Beach Police Department
Renovation of Foyer
SECTION 12494
ROLLER SHADES
A. Manual sunscreen roller shades.
1.2 RELATED SECTIONS
A. Section 06100 - Rough Carpentry: Wood blocking and
grounds for mounting roller shades and accessories.
B. Section 09260 - Gypsum Board Assemblies: Coordination
with gypsum board assemblies for installation of shade
pockets, closures and related accessories.
C. Section 09510 - Acoustical Ceilings: Coordination with
(, acoustical ceiling systems for installation of shade
pockets, closures and related accessories.
1.3 REFERENCES
A., ASTM G 21 - Standard Practice for Determining Resistance
of Synthetic Polymeric Materials to Fungi.
B. NFPA 701 = Fire Tests for Flame- Resistant Textiles and
Films.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each
product to be used, including:
1. Preparation instructions and recommendations.
2. Styles, material descriptions, dimensions of
individual components, profiles, features, finishes
and operating instructions.
3. Storage and handling requirements and
recommendations.
4. Mounting details and installation methods.
C. Shop Drawings: Plans, el--e-
levations, sections, product
details, installation details, operational clearances,
and relationship to adjacent work.
Roller Shades
Section 12494 -Page 1
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Newport Beach Police Department
Renovation of Foyer
1. Prepare shop drawings on Autocad or Microstation
format using base sheets provided electronically by
the Architect.
D. Window Treatment Schedule: For all roller shades. Use
same room designations as indicated on the Drawings and
include opening .sizes and key to typical mounting
details.
E. Selection Samples: For each finish product specified,
one set of shade cloth options and aluminum finish color.
samples representing manufacturer's color and pattern.
F. Verification Samples: For each finish product
specified, one complete set of shade components,
unassembled, demonstrating compliance with specified
requirements. Shadecloth sample and aluminum finish
sample as selected. Mark face of material to indicate
interior faces.
G. Maintenance Data: Methods for maintaining roller
shades, precautions regarding cleaning materials and
methods, instructions for operating hardware and
controls.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Obtain.roller shades
through one source from a single manufacturer with a
minimum of twenty years experience in manufacturing
products comparable to those specified in this section.
B. Installer Qualifications: Installer trained and
certified by the manufacturer with a minimum of ten
years experience in installing products comparable to
those specified in this section.
C. Fire- Test - Response Characteristics: Passes NFPA 701
small and large -scale vertical burn. Materials tested
shall be identical to products proposed for use.
D.. Anti- Microbial Characteristics: 'No Growth' per ASTM G
21 results for fungi ATCC9642, ATCC 9644, ATCC9645. .
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver shades in factory - labeled packages, marked with
manufacturer and product name, fire -test- response
-- charact r- i-s.tic-&, usi:ng same- -- —
room
designations indicated on Drawings and in the
Window Treatment Schedule.
Roller Shades
Section 12494 -Page 2
C
•
1.7 PROJECT CONDITIONS
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Renovation of Foyer
A. Environmental Limitations: Install roller shades after
finish work including painting is complete and ambient
temperature and humidity conditions are maintained at
the levels indicated for Project when occupied for its
intended use.
1.8 WARRANTY
A. Roller Shade Hardware and Chain Warranty:
Manufacturer's standard non - depreciating twenty -five
year limited warranty.
B. Standard Shadecloth: Manufacturer's standard
twenty -five year warranty.
C. Roller Shade Installation:. One year from date of
Substantial Completion, not including scaffolding, lifts
or other means to reach inaccessible areas.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: MechoShade Systems, Inc.;
Email: daniels @mechoshade.coru www.mechoshade.com
B. Substitutions:
C. Requests for substitutions will be considered in
accordance with provisions of Section 01600.
2.2 ROLLER SHADE TYPES
A. Manually Operated Shades:
1, Mounting: Recess mounted within ceiling pocket and
fascia.
2.3 SHADE CLOTH
A. Solar Shadecloths:
a. Fabric: ThermoVeil 1300, 5 percent open, vinyl
coated polyester yarn consisting of approxemately
79W reinforced vinyl and 21% polyester
core yarn, stocked in 63" and 96" widths.
b. Color: Gray 1313.
2.- 3-SHAStE- ..BANS.
A. Shade Bands: Construction of shade band includes the
Roller Shades
Section 12494 -Page 3
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fabric, the hem weight, hem- pocket, shade roller
tube, and the attachment of the shade band to the
roller tube. Sewn hems and open hem pockets are
not acceptable.
I. Hem Pockets and Hem Weights: Fabric hem pocket with
RF- welded seams (including welded ends) and
concealed hem weights. Hem weights shall be of
appropriate size and weight for shade band. Hem
weight shall be continuous inside a sealed hem
pocket. Hem pocket construction and hem weights
shall be similar, for all shades within one room.
2. Shade Band and Shade Roller Attachment:
a. Use extruded aluminum shade roller tube of a
diameter and wall thickness required to support
shade fabric without excessive deflection.
Roller tubes less than 1.55 inch (39.37 mm) in
diameter for manual shades are not acceptable.
b. Provide for positive mechanical engagement with
drive / brake mechanism.
c. Provide for positive mechanical attachment of
shade band to roller tube; shade band shall be
made removable / replaceable with a "snap -on"
snap -off" spline mounting, without having to
remove shade roller from shade brackets.
d. Mounting spline shall not require use of
adhesives, adhesive tapes, staples, and /or
rivets.
e. Any 'method of attaching shade band to roller
tube that requires the use of: adhesive,
adhesive tapes, staples, and /or rivets are not
acceptable.
2.4 SHADE FABRICATION
A. Fabricate units to completely fill existing openings
from head to sill and jamb -to -jamb, unless specifically
indicated otherwise.
B. Fabricate shadecloth to hang flat without buckling or
distortion. Fabricate with heat - sealed trimmed edges to
hang straight without curling or ravelling. Fabricate
unguided shadecloth to roll true and straight without
shifting sideways more than 1/8 inch (3.18 mm) in either
direction per 8 feet (2438 mm) of shade height due to
warp distortion or weave design. Fabricate hem as
follows:
1. Standard concealed hem bar.
2. Exposed blackout hem bar with light seal.
...C.. . Provide battens in standa- r-d-- shades as re -
proper tracking and uniform rolling of the shadebands.
Contractor shall be responsible for assuring the
Roller Shades
Section 12494 -Page 4
Newport Beach Police Department
Renovation of Foyer
width -to- height (W:H) ratios shall not exceed
manufacturer's standards or, in absence of such
standards, shall be responsible for establishing
appropriate standards to assure proper tracking and
rolling of the shade cloth within specified standards.
Battens shall be roll- formed stainless steel or tempered
steel, as required.
D. For railroaded shadebands, provide seams in railroaded
multi -width shadebands as required to . meet size
requirements and in accordance with seam alignment as
acceptable to Architect. Seams shall be properly
located. Furnish battens in place of plain seams when
the width, height, or weight of the shade exceeds
manufacturer's standards.. In absence of such standards,
assure proper use of seams or battens as required to,
and assure the proper tracking of the railroaded
multi -width shadebands.
E. Provide battens for
width -to- height (W:H)
manufacturer's standards.
standards, be responsible
of battens to assure p
shadebands.
2.5 COMPONENTS
railroaded shades when
ratios meet or exceed
In absence of manufacturer's
for proper use and placement
roper tracking and roll of
A. Access and Material Requirements:
1. Provide shade hardware allowing for the removal of
shade roller tube from brackets without removing
hardware from opening and without requiring end or
center supports to be removed.
2. Provide shade hardware that allows for removal and
re- mounting of the shade bands without having to
remove the shade tube, drive or operating support
brackets.
3. Use only Delrin engineered plastics by DuPont for
all plastic components of shade hardware. Styrene
based plastics, and /or polyester, or reinforced
polyester will not be acceptable.
B. Manual Operated Chain Drive Hardware and Brackets:
I. Provide for universal, regular and offset drive
capacity, allowing drive chain to fall at front,
rear or non - offset for all shade drive end brackets.
Universal offset shall be adjustable for future
change.
Roller Shades
Section 12494 -Page 5
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2.
Provide hardware capable for installation of a
removable fascia, for both regular and /or
reverse roll, which shall be installed without
exposed fastening devices of any kind.
3.
Provide shade hardware system that allows for
removable regular and /or reverse roll fascias to'be
mounted continuously across two or more shade bands
without requiring exposed fasteners of any kind.
4.
Provide shade hardware system that allows for
operation of multiple shade bands (multi- banded
shades) by a single chain operator, subject to
manufacturer's design criteria. Connectors shall be
offset to assure alignment from the first to the
last shade band.
5.
Provide shade hardware system that allows
multi- banded manually operated shades to be capable
of smooth operation when the axis is offset a
maximum of 6 degrees on each side of the plane
perpendicular to the radial line of the curve, for
a 12 degrees total offset.
6.
Provide positive mechanical engagement of drive
mechanism to shade roller tube. Friction fit
connectors for drive mechanism connection to shade
roller tube are not acceptable
7.
Provide shade hardware constructed of minimum
1/8 -inch (3.18 mm) thick plated steel or heavier as
required to support 150 percent of the full weight
of each shade.
8.
Drive Bracket / Brake Assembly:
a. MechoShade Drive Bracket model M5 shall be fully
integrated with all MechoShade accessories,
including, but not limited to. SnapLoc fascia,
room darkening side / sill channels, center
supports and connectors for multi - banded shades.
b. M5 drive sprocket and brake assembly shall
rotate and be supported on a welded 3/8 inch
(9.525 mm) steel pin.
C. The brake shall be an over - running clutch design
which disengages to 90 percent during the
raising and 'lowering of a shade. The brake
shall withstand a pull force of 50 lbs. (22 kg)
in the stopped position.
d. The braking mechanism shall be applied to an
oil- impregnated hub on to which the brake system
is mounted. The oil impregnated hub design
includes an articulated brake assembly, which
assures a smooth, non -jerky operation in raising
and lowering the shades. The assembly shall be
permanently lubricated. Products that require
externally applied lubrication and or not
permanently lubricated are not acceptable.
SectionRYJJgj- p4ageU
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Newport Beach Police Department
Renovation of Foyer
e. The entire M5 assembly shall be fully mounted on
the steel support bracket, and fully independent
of the shade tube assembly, which may be removed
and reinstalled without effecting the roller
shade limit adjustments.
f. Drive Chain: #10 qualified stainless steel chain
rated to 90 lb. (41 kg) minimum breaking
strength. Nickel plate chain shall not be
accepted.
2.6 ACCESSORIES
A. Roller Shade Pocket: For recessed mounting in
acoustical tile, or drywall ceilings as indicated on the
Drawings.
1. Provide either extruded aluminum and or formed steel
shade pocket, sized to accommodate roller shades,
with exposed extruded aluminum closure mount, tile
support and removable closure panel to provide
access to shades.
a. Provide "Vented Pocket" such that there will be
a minimum of four 1 inch (25.4 mm) diameter
holes per foot allowing the solar gain to flow
l\ above the ceiling line.
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin installation until substrates have been
properly prepared.
B. If substrate preparation is the responsibility of
another installer, notify Architect of unsatisfactory
preparation before proceeding.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the
manufacturer for achieving the best result for the
substrate under the project conditions.
3.3 INSTALLATION
A. Install roller shades level, plumb, square, and true
according to manufacturer's written instructions, and
located so shade band is not closer than 2 inches (50
mm) to interior face of glass. Allow proper clearances
for window operation hardware.
Roller Shades
Section 12494 -Page 7
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Newport Beach Police Department
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B. Adjust and balance roller shades to operate smoothly,
easily, safely, and free from binding or malfunction
throughout entire operational range.
C. Clean roller shade surfaces after installation,
according to manufacturer's written instructions.
3.4 PROTECTION
A. Protect installed products until completion of project.
B. Touch -up, repair or replace damaged products before
Substantial Completion.
END OF SECTION
i
Roller Shades
Section 12494 -Page 8
i
PART 1 GENERAL
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Newport Beach Police Department
Renovation of Foyer
SECTION 13065
BULLET RESISTANT PROTECTION
1.1 SECTION INCLUDES
A. Bullet Resistant Fiberglass Panels
1.2 RELATED SECTIONS
A. Section 06100 - Rough Carpentry;
8. Section 06200 - Finish Carpentry and Millwork
113 REFERENCES
A. UL 752 - Standard for Bullet Resisting Equipment
(January 27, 1995)
1.4 PERFORMANCE REQUIREMENTS
A. Design Bullet Resistant Fiberglas Panels: Bullet
Resistant Fiberglass shall be of the "non ricochet type"
intended to permit the enrapture and retention of an
attacking projectile lessening the potential of a random
injury or lateral penetration.
B. Bullet Resistant Fiberglas Panels: All products UL
Listed and Tested for UL752 level specified for each
component.
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each
product to be used, including:
1. Preparation instructions and recommendations.
2. Installation methods.
C. Design data: Bullet resistance analysis design
calculations for specific project conditions, certifying
system conformance to specified performance
requirements.
Bullet Resistant Protection
Section 13065 -Page 1
Newport Beach Police Department
Renovation of Foyer
D. Test Reports: Certified test reports showing compliance
with specified performance characteristics and physical
properties.
E. Closeout submittals: Warranty documents, issued and
executed by manufacturer of systems, countersigned by
Contractor.
-1.6- QUALITY ASSURANCE
A. Manufacturer Qualificatb20.5.;,�4 specializing in
manufacturing products of tie pecified with a
minimum documented experience of five years.
B. Installer Qualifications: Company specializing in
installation of products specified with minimum three
C. Coordination of work: Coordinate layout and
installation of components with reception counter
fabricator.
1.7 WARRANTY
A. Manufacturer's warranty: Furnish system manufacturer's
standard 2 -year warranty against defects in product
workmanship and materials.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Bullet Guard Corp.: Web Site:
www.bulletguard.com.
B. Requests for substitutions will be considered in
accordance with provisions of Section 01300.
2.2 APPLICATIONS /SCOPE
A. Bullet resistant protection shall be provided in the
sizes and in the configuration indicated on the Drawings
and as required for the receptionist counter.
2.3 COMPONENTS
A. Level III Bullet Resistant Fiberglass Panels:
1. Bullet Guard Architectural Armor panels fabricated
of multiple layers of woven roving ballistic grade
fiberglass cloth impregnated with the thermoset
polyester resin and compressed into
Bullet Resistant Protection
Section 13065 -Page 2
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flat rigid sheets. Panels designed to provide
the controlled internal delamination and the
encapture of a penetrating projectile.
a. Thickness: 112 Inch (12.5 mm) maximum.
b. Weight: 4.5 pounds per square foot maximum.
c. Security Level: UL Listed and Tested for UL 752
Level III.
d. Fire Rating: one -hour fire rating per ASTM
E 119.
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin installation until openings and installing
surfaces have been properly prepared.
,pre1?.p.Lgg9 ais, the „ responsibility of another
installer, no icy krch�ltedt 'Wof ' iariSati'Sfactvey
preparation before proceeding.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
3.3 INSTALLATION
A. Install in accordance with manufacturer's printed
installation instructions, requirements of HMMA 840, and
requirements of UL 752.
B. Install fire -rated assemblies in accordance with NFPA
80.
C. To install panels use an industrial adhesive, mastic,
screws or bolts. Method of application shall maintain
the bullet resistive rating at junctures and joints.
1. All joints shall be reinforced by a back -up layer of
bullet resistive material.
2. Bullet resistance of the joint, as reinforced, shall
be at least equal to that of the panel.
3. Minimum width of reinforcing layer at joint shall be
4- inches (2 inches on each panel or a 2 inch minimum
overlap ).
3.4 PROTECTION
A. Protect installed products until completion of project.
B. Touch -up, repair or replace damaged products before
Substantial Completion.
END OF SECTION
Bullet Resistant Protection
Section 13065 -Page 3
• Newport Beach Police Department
Renovation of Foyer
SECTION 16010
BASIC ELECTRICAL REQUIREMENTS
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. This Section provides the Basic Electrical
Requirements, which supplement the General Requirements
of Division 1 and apply to all Sections in Division 16.
1.02 RELATED SECTIONS:
A. Excavating, Back filling and Compacting for
Utilities: Section 02222.
B. Cast -in -Place Concrete: Section 03300.
1.03 BASIC ELECTRICAL REQUIREMENTS
A. Drawings and Specifications Coordination:
1. For purposes of clearness and legibility, the
Electrical Drawings are essentially diagrammatic.
The size and location of equipment is indicated to
scale whenever possible. Contractor shall verify
all conditions, data and information as indicated
on Drawings and in Specifications Sections where
Electrical work is required.
2. The Electrical Drawings indicate required size and
points of termination of conduits /ducts; quantity
and size of conductors; and suggests routing for
conduit. It shall be the responsibility of the
Contractor to install conduits to minimize the
number of bends; coordinate with other trades to
avoid obstructions; preserve overhead clearances;
keep openings and passageways clear; and conform
to and meet all applicable code requirements.
Routing of conduits may be altered from the
routing shown in Drawings if different routing is
represented in the serving Utility's engineered
drawings or directed and approved by the Utility's
field inspector. These alterations shall not
increase the length of any conduit run more than
10W of the length indicated on Drawings.
` 3. It is intended that outlets be located symmetrical
Basic Electrical Requirements
Section 16010 - Page 1
Newport Beach Police Department
Renovation of Foyer
with Architectural elements not withstanding that
locations indicated on Drawings may be exaggerated
for clarity.
4. The Architectural and Structural Drawings shall
take precedence over the Electrical Drawings in
the representation of general construction work.
Drawings for the various sub- trades shall take
precedence in representation of work for that
specific sub - trade. The Contractor shall refer to
all Drawings to coordinate the Electrical work
with the work of other trades.
B. Terminology:
1. Term "signal system" shall apply to clock, bell,
fire alarm, enunciator, sound, public address,
buzzer, public telephone, television, inter-
communication, and security systems.
2. Term "low voltage" shall apply to systems
operating at 600 volts and under.
3. Term "provide" used on Drawings and elsewhere in
the Specifications.shall be considered to mean
"furnish and install ".
4. Term "UL" means Underwriters Laboratories Inc.
C. Ordinances and Regulations:
1. All work shall comply with:
a. The current National Fire Protection
Agency, (NFPA) 70 and 101;
b. 1999 National Electrical Code, (NEC);
c. United Building Code, (UBC);
d. 2001 California Electrical Code;
e. Safety Orders of the State Division of
Industrial Safety;
f. Fire and Panic Safety Standards of the
State Fire Marshal;
g. California Energy Code, (CEC), Title 24;
h. All local jurisdictional amendments.
2. All new materials shall conform to the following:
a. Underwriter Laboratories, (UL), Listing;
b. National Electrical Materials Association,
(NEMA);
Basic Electrical Requirements
Section 16010 - Page 2
Newport B ch Police Department
Renovation of Foyer
c. National Electrical Contractor's
Association, (NECA);
d. Regulations of the National Board of Fire
Underwriters for Electrical wiring and
Apparatus.
D. Structural Considerations for Conduit Routing:
1. Where conduits are to pass through or will
interfere with any structural member, or where
notching, boring or cutting of the structure is
necessary, or where special openings are required
through walls, floors, footings, or other
buildings elements, to accommodate the electrical
work, such work shall conform to State Building
Code, Part 2, Title 24, Section 2606 for conduits
and pipes embedded in concrete and Section 2517
(g) 8, 9, for notches and bored holes in wood; for
steel, as detailed on the Structural Drawings.
2. Where a concrete encasement for underground
conduit abuts a foundation wall or underground
structure which the conduits enter, encasement
shall, rest on a haunch integral with wall or
structure, or shall extend down to footing
projection, if any,-or shall be doweled into
structure unless otherwise indicated. Underground
structures shall include manholes, pull boxes,
vaults and buildings.
3. Holes required for conduit entrances into speaker
poles, floodlight poles or other poles, shall be
drilled and conduit.nipple or coupling shall be
welded to poles. Welds shall be by the electric
arc process and shall be continuous around nipple
or coupling.
E. Electrically operated Equipment and Appliances:
1. Equipment and Appliances Furnished by Contractor:
a. Electrical work shall include furnishing and
installing complete connection and wiring of
enclosures for all electrically operated
equipment. This shall include, but is not
limited to: distribution boards; panel
boards; circuit breakers; disconnect
switches; receptacles; lighting fixtures;
appliances and any electrical control devices
which are specified to be furnished and
Basic Electrical Requirements
Section 16010 - Page 3
• Newport Beach Police Department
Renovation of Foyer
installed in this or other Electrical
sections of these specifications and the
construction documents. Exception: where
electrical work is specified or indicated in
Mechanical specifications and /or construction
documents. All wiring enclosures shall be
concealed installation except where exposed
work is indicated on Electrical Drawings.
b. Connections shall be made as necessary to
install equipment in a complete and workman
like manner to provide equipment ready for
use. Equipment shall be tested for proper
operation. If equipment is motorized, proper
rotation shall be tested. If outlets or any
equipment fails to operate properly,
electrician shall report the malfunction to
the General Contractor's project manager in
writing, listing the name, make and serial
number of equipment, the description of
defect and the.building and rooms in which
located.
2. Equipment and Appliances Furnished by Others:
a. Equipment and appliances indicated on
Drawings as N.I.C. (Not in Contract),
"Furnished by Others ", or "Furnished by
Owner ", will be delivered to the Site.
Required Electrical connections shall be made
for all such equipment and appliances in
accordance with accepted trade practices
under direction of the Electrical Engineer.
All motorized equipment will be furnished
factory wired to a control panel or junction
box unless otherwise indicated. Appliances
to be furnished shall be equipped with
portable cord and cap. Provide disconnect
switches where required.
b. Connections to equipment furnished under
other sections of this specification shall be
part of the Electrical Work. Work shall
include internal wiring, installation,
connection and adjustment of bolted drive
motors in which the motor is supplied as a
separate unit. Equipment furnished with
factory installed internal wiring shall only
require connection. Where further limitations
are defined by the Construction Documents or
Basic Electrical Requirements
Section 16010 - Page 4
• Newport Each Police Department
Renovation of Foyer
other sections of this specification, work
shall include: furnishing and installing
suitable outlets; disconnecting devices;
starters; push button stations; selector
switches; conduit; junction boxes; and
necessary wiring for a complete Electrical
installation. Work shall also include
furnishing and installing conduit and outlet
box (es) as required for any control system,
furnished under Mechanical. Devices and
equipment furnished shall be of same type as
used throughout job or as specified.
C. Electrical equipment furnished under other
Sections of this Specification for
installation and connection under work of
this Section shall be delivered to the
installation location by the Contractor
furnishing the equipment.
d. Mechanical equipment furnished under other
Sections of this Specification, and requiring
Electrical connection under this Section,
will be set in place.by Contractor furnishing
equipment.
e. Suitability and condition of equipment
furnished by other Sections of this
Specification, shall be determined in advance
of installation.. Immediate notice of damage,
unsuitability or lack of parts shall be given
to the Architect.
F. Protection of materials
1. Provide for secured storage of all materials and
equipment until final acceptance for the project
by the Owner or owner's representative. Once
accepted, provide secured on -site storage to
protect all materials and equipment from damage to
maintain integrity of materials for safety and
good operation over the duration of the project.
All damaged and /or defective work shall be
replaced prior to final inspection.
G. Cleaning
1. Exposed parts of Electrical work shall be left in
Basic Electrical Requirements
Section 16010 - Page 5
• Newport Beach Police Department
Renovation of Foyer
a neat, clean, usable condition. Finished painted
surfaces shall be unblemished and metal surfaces
shall be polished.
2. Thoroughly clean all parts of apparatus and
equipment. Exposed parts that are to be painted
shall be thoroughly cleaned of cement, plaster and
other materials. Remove all grease and oil spots
with appropriate solvent. Such surfaces shall be
wiped and all corners and cracks scraped out.
Exposed rough metal work shall be smooth, free of
sharp edges, carefully steel brushed to remove
rust and other spots, and left in proper condition
to receive finish painting.
3. Contractor shall remove from the Site all debris
and rubbish caused by the Electrical work. He
shall thoroughly clean building of dirt, debris,
rubbish, marks, etc., caused by performance of
work.
H. Year 2000 (Y2K) Compliance Warranty
1. For each product, component and system specified as a
"computer controlled facility component ", provide a
statement of Y2K compliance:warranty for the specific
equipment. Computer controlled facility component
refers to software driven technology and embedded
microchip technology.
2. The contractor shall warrant that each hardware,
software, and firmware product delivered under this
contract shall be able to accurately process date and
time data (including, but not limited to, calculating,
comparing and sequencing) from, into, and between the
twentieth and twenty -first centuries, and the year 1999
and 2000 and leap year calculations to the extent that
other computer controlled components, used in
combination with the computer controlled component
being acquired, properly exchanges data and time data
with it. If the contract requires that specific listed
products must perform as a system in accordance with
the foregoing warranty, then that warranty shall apply
to those listed products as a system.
3. The remedies available to the Owner under this warranty
shall include repair or replacement of product whose
non - compliance is discovered and made known to the
contractor in writing at any time after acceptance.
Nothing in this warranty shall be construed to limit
Basic Electrical Requirements
Section 16010 - Page 6
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• Newport Beach Police Department
Renovation of Foyer
any rights or remedies that the Owner may otherwise
have under this contract, with respect to defects other
than Year 2000 performance.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION
3.01 INSTALLATION OF EQUIPMENT AND APPLIANCES
A. Conduit stubs from the floor shall be terminated
in a threaded coupling flush with finished floor.
Stub shall be extended with rigid metallic
conduit to final connection. Extensions from
finished floor shall not exceed 60.
B. If connection is from a flush wall- mounted
junction box, install a weatherproof universal box
extension and an appropriate adapter by Bell
Electric Company. Extend rigid metallic conduit to
final connection.
C. All exposed final connections to equipment shall
be by with a watertight flexible conduit, unless
otherwise indicated. A maximum of 36" of flexible
conduit may be used."
D. Flexible conduit shall be used for final
termination of all motors; shop and cafeteria
equipment; or other equipment including HVAC
equipment. Exterior installations shall be
liquid -tight flexible conduit and shall contain a
code size; insulated, green bond wire.
E. All exposed conduits shall be run vertical and
horizontal, perpendicular and parallel to the
structure. Final connection of the equipment shall
follow the general configuration of the equipment,
using threaded, cast conduit hub fittings where
required and suitable clamps, brackets or straps
for attachment to the equipment.
F. -Connectors for flexible steel conduit shall be the
types that thread into the conduit. Connectors
for watertight flexible metal conduit shall be
approved for such use and shall be installed to
make a watertight connection.
Basic Electrical Requirements
Section 16010 - Page 7
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• Newport B• h Police Department
Renovation of Foyer
3.02 CLOSE OUT OF PROJECT
A. Contractor shall provide the following items at
the end of the project:
1. As -built drawings on AutoCAD v. R14 on disk
with one (1) set of prints.
2. Ground fault test report.
3. Three (3) sets of all warranty information
with fixture cuts of equipment in a book.
END OF SECTION
Basic Electrical Requirements
Section 16010 - Page 8
• Newport Beach Police Department
Renovation of Foyer
SECTION 16050
BASIC ELECTRICAL MATERIALS
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Boxes, Enclosures, Keys and Locks.
B. Receptacles and Switches.
C. Identifications and Signs.
1.02 RELATED SECTIONS
A. Basic Electrical Requirements: Section 16010.
1.03 SUBMITTALS
A. Submit in accordance with Section 01300: Submittals.
PART 2 - PRODUCTS
2.01 BOXES, ENCLOSURES, KEYS AND LOCKS
A. Outlet Boxes and Fittings:
1. Outlet boxes used in concealed work shall be
galvanized or sheardized steel, pressed or welded
type, with knockouts.
2. In exposed work, outlet boxes and conduit fittings
required where conduit runs change direction or
size, shall be cast metal with threaded cast hubs
cast integral with box or fitting. Boxes and
fittings shall not have unused spare hubs except as
otherwise indicated or specified.
3. Fittings shall be cast, non - corrosive metal.
Ferrous metal fittings shall be cadmium plated or
zinc galvanized. Castings shall be true to
pattern, smooth, straight, with even edges and
corners, of uniform thickness of metal, and shall
be free of cracks, gas holes, flaws, excessive
shrinkage and burnt -out sand.
4. Covers for fittings shall be galvanized steel or
Basic Electrical Materials
Section 16050 - Page 1
Newport Beach Police Department
• Renovation of Foyer
non - corrosive aluminum and shall be designed for
particular fitting used.
5. Light fixture outlets shall be 4" octagon, 4"
square, or larger, depending upon number of wires
or conduits therein, and shall be equipped with
3/8" malleable iron fixture studs, and plaster
rings. Plaster rings shall have round opening with
2 ears drilled 2- 23/32" center to center.
6. For local switch outlets use:
a) Single: 4" square by 2 1/8" deep box with single
gang plaster rind`:
b) Double: 4" square by 2 1/8" deep box with double -
gang plaster ring.
c) Multiple, (over two) : 4" square by 2 1/8" deep
multi -gang box with multi -gang plaster ring as
required for devices shown on plan.
7. For specialty outlets use:
a) Clocks: Pass /Seymour- LeGrand #S3713 -X or equal,
(color to be specified by Architect)
b) Thermostats: 4" square by 1 #" depth box with
single -gang plaster ring.
c) Bells: 4" square by 2 1/8" deep box with full
size extension ring.
d) Fire pull stations: 4" square by 2 1/8" deep box
with single -gang plaster ring.
e) Video outlets: 4" square by 2 1/8" deep box with
single -gang plaster ring.
f) For any classification not listed, conform to UL
#514A and UL #514B. Boxes shall be of type,
shape, size and depth to suit each location and
application.
8. Plaster rings shall be provided on all flush mounted
outlet boxes. All plaster rings shall be standard
5/8" except where box is installed in a fire -rated
or exterior surface where depth of finished surface
will be greater. Coordinate with Architectural
Finish Plan.
9. Where boxes are installed in existing surfaces of
plywood or drywall construction, for single or
double -gang wiring devices, cut -in, sheet metal
"handy -box" shall be used, Bowers #104 or equal.
10. Factory made knockout seals shall be installed to
seal all box knockouts, which are not intact.
Basic Electrical Materials
Section 16050 - Page 2
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Newport Beach Police Department
Renovation of Foyer
11. At each location where flexible conduit is extended
from a flush outlet box, provide and install a
weatherproof universal box extension adapter by
Bell Electric Company or equal.
B. Junction and Pull Boxes:
1. Junction and pull- boxes, in addition to those
indicated below, shall only be used where
absolutely necessary. All junction and pull -boxes
shall be rigidly fastened to the structure and
shall not depe8d on conduits for support.
2. Interior and non- weatherproof boxes shall be
constructed of blue or galvanized, spot welded
steel with ample laps and shall be rigid under
torsion and deflecting forces.
a) Surface: boxes shall have auxiliary angle iron
framing where necessary to ensure rigidity.
Covers shall be fastened to box with a sufficient
number of brass machine screws to ensure
continuous contact all around and painted with
one coat of primer and one coat of aluminum
paint.
b) Flush: boxes shall be re- drilled and tapped for
cover screws in field if boxes are not installed
plumb.
3. Weatherproof junction and pull boxes shall conform
to aforementioned requirements for interior boxes
with following modifications: cover of flush
mounting boxes shall have a weather -tight gasket
cemented to and trimmed even with cover all around.
a) surface or semi - flush: boxes shall be UL approved
as rain -tight and shall be complete with threaded
conduit hubs. All exposed portions of boxes
shall be galvanized and finished with a prime
coat and coat of baked -on gray enamel.
4. Underground Concrete Pull Boxes shall be traffic -
rated, (reinforced for H -20 bridge loading), pre-
cast concrete. All pull boxes shall have a minimum
of 6" diameter sump knockout, and 1" diameter
ground rod knockout. Furnish and install cable
racks on walls. Each rack shall be equipped with 4
Basic Electrical Materials
Section 16050 - Page 3
• Newport Ach Police Department
Renovation of Foyer
porcelain cable holders on a vertical steel
mounting bar. Each pull box shall have 3/4"
diameter pull irons. Covers shall be traffic -rated
types consisting of steel safety plate bolted to
frame. Covers shall be marked "Electrical ";
"Power "; "Telephone "; "Signal "; or "Ground" as
required. Pull boxes shall be as manufactured by
Brooks, Associated, Quickset, or approved equal.
a) 2' -0 11x 3' -0" x 3' -0" I.D. pull boxes and shall
consist of a base section, top ring and cover.
Base section shall have two 10"x10" knockouts in
each 3' -0" side, and one 20 11x20" knockout in each
2' -0" side.
b) 4' -0 x 4' -0 "x 4'- 0" I.D. pull boxes shall
consist of a base section, middle section, top
ring, and cover. Base section shall have two 8 "x
16" knockouts on each of two opposite sides, and
one 20" x 20" knockout on each of the other two
opposite sides.
c) Provide end bells in all duct entrances.
Terminate each metal conduit with insulated
bushing having grounding terminal, O.Z. type
"Big" or equal.
d) Place pulling irons on opposite walls and below
horizontal centerlines of ducts and bricked -up
openings, and in bottom. Install pulling irons
with each end hooked around a reinforcing bar.
e) Damp -proof exterior walls and tops which will be
below grade with two coats of bituminous coating.
A. C. Horn Company "Dehydrating" No. 4,
Sonneborn Sons, Inc., "Hydrocide 64811, Toch
Brothers "RIW Marine Cement Semi- Mastic ", or
approved equal.
f) The floor drain in every concrete pullbox shall
drain into a sump containing 10 cubic feet of 1"
crushed rock; minimum size. 48" deep and 36"
diameter. Provide 36" length of clay pipe
extending down into the sump. Provide a grille
over the top opening of pipe.
g) Install a 3/4" diameter, 10' -0" copper -clad,
ferrous steel ground rod in every concrete power
Basic Electrical Materials
Section 16050 - Page 4
• Newport Bah Police Department
Renovation of Foyer
pullbox. Locate near a wall with 6" projection
above floor for ground clamps. Permanently and
effectively ground all metal equipment cases,
cable racks, etc., in all pull boxes.
h) Provide a 6" deep sand base under each pull box.
i) identify all power and signal cables by tagging
in all manholes and pull boxes. Securely fasten
cable identification with nylon cable ties or
insulated type TW wire, (tie so that turns of
wires do not form a closed electrical circuit).
j) Top of steel plate shall have a minimum
coefficient of static friction of 0.5 ohms for
either wet or dry conditions, when tested for any
shoe sole material. An independent testing
laboratory approved by the engineer, under the
direction of a registered Civil or Quality
Engineer shall conduct testing and certification
of the static friction factor. Testing shall
conform to ASTM D1047 or F489 or F609, or other
procedure approved by the Engineer.
6. Underground Utility boxes shall be reinforced
concrete with non - setting shoulders to prevent
settlement following installation. Boxes shall be
furnished with cast iron cover with finger hole;
size as indicated on Utility engineered Drawings.
Utility boxes shall be manufactured by Brooks,
Associated, Quickset, or approved equal. Manholes,
vaults and pull -boxes required by utility company,
and installed by Electrical Contractor, shall meet
all requirements of utility company. .
C. Keys and Locks:
1. Contractor shall provide 2 keys with each door lock
furnished, including but not limited to control
cabinets, panel boards and switchboards.
2. Locks shall be keyed to a Corbin 60 key for access
to operate equipment and Corbin 70 key for service
access. Special keys and locks shall be provided
where specified.
2.02 RECEPTACLES AND SWITCHES
Basic Electrical Materials
Section 16050 - Page 5
• Newport Och Police Department
Renovation of Foyer
A. Receptacles:
1. Duplex receptacles shall be specification grade, 20
amperes, 125 Volts, 3 wire, NEMA 5 -20R, side wired
with binding screws, parallel slots, U- ground,
plaster ears and captive mounting screws. Body
shall be phenolic, plastic or `bakelite'.
Receptacles shall be heavy duty, 3 blade current
carrying contacts and doublewide flat blade ground
contacts. Receptacles shall be Hubbell, Leviton or
,approved equal, color shall be per Architect.
2. Ground fault interrupter type receptacles shall
consist of a single receptacle with.reset device
manufactured in a standard configuration for use
with a duplex plate. Receptacles shall be feed -
thru, 20 ampere, 125 Volts, NEMA 5 -20R, white in
color and shall be Leviton 6399 -I, or equal.
Exterior mounted receptacles shall be mounted in a
weatherproof box assembly.
3. Weatherproof receptacles shall, except where
otherwise indicated or specified, consist of a
duplex receptacle as specified herein and a metal
plate with die cast hinged lid and weatherproof
gasket. Weatherproof receptacles shall be Hubbell,
Leviton or approved equal.
B. Switches:
1. Local Switches:
a) Local switches shall be tumbler type,
specification grade, rated 20 amperes at 120- 277
Volts AC only, with plaster ears, binding screws
for side wiring, and standard size composition
cups which fully enclose the mechanism. Switches
shall be approved for use at currents up to the
full rating on resistive, inductive, tungsten
filament lamp and fluorescent lamp loads, and for
up to 80% of the rating for motor loads.
Switches shall be single pole, double pole, 3-
way, 4 -way or non- locking type as defined in
drawings. Switches shall be Hubbell 1221 -I
single pole, 1222 -I double pole, 1223 -I 3 -way,
and 1224 -I 4 -way or approved equal. Color shall
Basic Electrical Materials
Section 16050 - Page 6
• Newport Och Police Department
Renovation of Foyer
be per Architect.
b) All lockable type switches shall have metal or
nylon key guides with ON /OFF indication, and
shall be operable by the same key. Keys for lock
type switches shall be forked type, cut from
1/16" stock. Fork dimensions shall be: External
1/4 ", Internal 5/3211, depth 3/16" and radius
5/64 ". Key switches shall be Hubbell 1221 -L
single pole, 1222 -L double- ,pole, 1223 -L three -way
or 1224 -L four -way or approved equal. Where pilot
light is required for key switch see paragraph on
"Pilot Lights ". Color shall be per Architect.
c) Pilot light switches shall be rated for 20 amps
and shall conform to the specifications for
"local switches ". The switches shall have red,
rugged "Lexan" handles that are lighted by long -
lasting neon lamps. Pilot light shall illuminate
when load is engaged. Single pole, 120 volt
switches shall be Hubbell 1221 -PL. Single pole,
277 volt switches shall be Hubbell 1221- PL7.
Color shall be white.
d) Remote control switches for mechanically held
contactors shall be arranged for 3 -wire control
and shall be momentary contact, single pole, 3-
position tumbler type with center "OFF ". Switch
shall be rated for 20 Amperes at 120 -277 Volts
AC. Switch shall have plaster ears with binding
screws for side wiring, standard size composition
cups which fully enclose mechanism and ivory
handles; Hubbell 1556 -I.
2. Timeclocks and Photo Electric Controls:
a) Timeclocks shall be 7 -day solid state electronic,
astronomic type capable of fully automatic or
manual operation. Timeclocks shall be housed in
a sheet steel enclosure unless built into a panel
or switchboard. Contacts shall be rated for 30
Amps resistive or inductive load each pole, 120 -
277V AC, 5 amp tungsten or 40 V AC pilot duty -
each pole 240 V AC. Time switches shall have a
Basic Electrical Materials
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. Newport Fch Police Department
Renovation of Foyer
*� non- volatile clock and non - volatile memory and it
shall have a built -in rechargeable power carry-
over system. Switch shall have a minimum of 15
on /off set points per week. Timing shall be in
one - minute increments with a minimum on or off
time of one minute. Time switch shall have a
digital display that shows days of week, hours
and minutes. Display shall have a load status
light to indicate when equipment is in operation.
Time switch shall be equal to EZ Controls Model
EZ- 701 -1, single pole or Model EZ- 701 -2, double
pole.
b) For outdoor lighting control, time switches shall
be digital with astronomic capabilities. Time
switches shall have 365 day with holiday
capabilities of 16 single dates and 5 blocks'of
unlimited duration utilizing an 8th and 9th day
schedule. Time switch shall have 2 separately
controlled relay closure output circuits. Each
circuit shall be single pole, double throw, with
contacts rated for 10 Amps resistive at 120/250
V AC and 7.5 Amp inductive at 120/250 V AC. Time
switch shall have 48 events per circuit per week;
separate scheduling for each day of week. Time
switch shall have user selectable daylight saving
or standard time, automatic leap year correction,.
and 72 hour memory backup with rechargeable
battery. Time switch shall be equal to Tork
series DZS -200.
c) Where more than 2 timed circuits are required,
time switch shall be equal to Tork `K' series
digital 4, 6 or 8 circuits with following
features:
1. Liquid Crystal Display Panel.
2. Holiday Scheduling: Up to 40 dates may be
assigned special holiday schedules, up to
one year in advance.
3. Automatically adjusts to and from
daylight savings time and for leap year.
4. Contact Ratings: 30 amp at 120 -277 V AC.
S. Safety override switch for each circuit
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Newport 19ch Police Department
Renovation of Foyer
to provide shut down of circuit or
override ON.
6. Selective Review: All or part of schedule
shall be displayed at touch of a key.
7. Battery backup for up to one year.
8. Supply Voltage: 120 -277V.
9. 365 Day Advance Scheduling.
d) Photoelectric Control: Photoelectric control
shall be rated for 2000 Watts, 120 -277V with
single pole, single throw, normally closed
contact, enclosed in a die -cast aluminum gasketed
enclosure with 1/2" conduit fitting, equal to
Tork series 2100.
3. Telephone Dialers For Elevators:
a) Dialer shall be equal to Viking Electronics, Inc.
Model No. K- 1500 -4 with PG -1 Programmer one
number dialer.
b) Dialer shall be installed in Elevator Machine
Room and shall be plugged -into RJ -11C jack.
2.03 IDENTIFICATION AND SIGNS
A. Name Plates:
1. The following equipment shall be provided with name
plates unless otherwise specified: switch boards,
motor control centers, control panels, push button
stations, time switches, contactors, motor
starters, motor switches, lighting and appliance
panel boards, power panel boards, and terminal
cabinets.
2. Nameplates shall adequately describe equipment
designation, voltage and phasing. Lettering shall
be black and white nameplate stock. of bakelite with
characters cut through black exposing white.
Plates shall have beveled edges and shall be
securely fastened in place with #4 Phillips head,
cadmium plated steel, self- tapping screws.
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• Newport B&h Police Department
Renovation of Foyer
Characters shall be 3/16" high.
B. Markings:
1. Following equipment and controls shall have
markings:
a) Surface - mounted starters, switches, disconnect
switches, contactors, and other devices
controlling motors and appliances. Abbreviations
shall conform to, American National Standards
Institute, (ANSI), Y1.1 and utilize an
identifying number appropriate to the equipment
being identified. Markings shall be done with
locking type stencils using paint of a
contrasting color. Figures shall be 3/8" high
unless otherwise indicated.
2. High Voltage: switchboards, cabinets, box, and
conduits exposed in accessible locations including
.under buildings and in attics shall be marked
"DANGER -HIGH VOLTAGE ". Markings for switchboards
shall consist of an #18 gauge steel, porcelain
enamel sign, of standard manufacture. Markings for
boxes, cabinets and conduits shall be by means of
stenciling or printed self - adhesive markers,
Westline "Tel -A- Pipe". Letters shall be black on
orange background and not less than 1 -7/8" high.
On conduit runs, marking shall be applied at
intervals not exceeding 10' in any individual area.
Markings shall be done only after other painting
has been completed.
C. Warning Signs:
1. Provide a warning sign on outside of each door
or gate to rooms or enclosures containing high
voltage equipment. Signs shall read:
"DANGER- HIGH VOLTAGE -KEEP OUT ". Signs shall
be 7" x 14" with all lettering i" high except
word "DANGER" which shall have 1 -1/2" high
letters.
2. Provide a warning sign on each high voltage
non -load break disconnect and fused cutout
(not oil filled). Signs shall read: "DO NOT
OPEN UNDER LOAD ". Lettering shall be 1" high.
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Section 16050 - Page 10
• Newport B 0 h Police Department
Renovation'of Foyer
3. Signs shall be of standard manufacture #18
gauge steel, with porcelain enamel finish.
Letters shall be red on white background.
PART 3 - EXECUTION
3.01 BOXES; INSTALLATION AND SUPPORT
A. Outlet boxes shall be flush with finished surface of wall
or ceiling. They shall: be plumb and securely fastened to
structure, independent of conduit. Except where
otherwise indicated, factory -made bar hangers shall be
used to support outlet boxes.
B. Outlet boxes installed in suspended or furred ceilings
with steel runner or furring channels, shall be
supported, except where otherwise indicated, by a
Unistrut #P -4000 channel spanning main ceiling runner
channels. Each box shall be supported from its channel
by a 3/8" 16 threaded steel rod with a Unistrut #P -4008
nut and a Tomic #711 -B "Adapta- Stud ". Rod shall be
tightened to a jamb fit with channel and its nut. Box
shall be locked to the rod by means of a 1/2" locknut on
stud and a 3/8" x 16 -point nut locking stud to rod.
1,
C. Heights of outlets and equipment indicated on Drawings
shall take precedence. Where dimensions are absent, the
following heights shall be maintained, (heights are to
centerline unless otherwise noted):
1. Pushbutton, light switch, other switches, and fire
station outlets: 48 ".
2. Desk public telephone and receptacle outlets 18"
3.. Panel boards and terminal cabinets: 6' -6" to top.
3.02 COVERPLATES
A. Provide a coverplate on each new switch, receptacle,
pilot light, buzzer, interphone, public telephone and on
existing and reset outlets where so indicated.
Coverplates shall be of unbreakable nylon unless
otherwise specified. Public telephone outlet plates
shall have single bushed openings. Sectional plates will
not be accepted.
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• Newport BWh Police Department
Renovation of Foyer
B. Provide a blank coverplate for flush wiring devices and
signal system outlets with unbreakable nylon plates.
Provide Wiremold # 5736 or equal steel covers painted to
match the surrounding finish for flush lighting outlets
to be capped. Provide blank stainless steel covers for
surface- mounted outlets indicated to be capped.
C. Identification: switch and receptacle coverplates shall
be provided with engraved designations under any one of
following:
1. Three gang and larger gang switches.
2. Lockable switches.
3. Pilot switches.
4. Switches in location out of direct line -of -sight of
the fixtures or equipment controlled.
5. Remote switches not in same room with fixtures or
equipment such as: unit heaters, air curtains, fly
fans, exhaust fans, etc.
6. Receptacles operating at other than 120 volts.
7. Locations indicated on Drawings.
8. Switches operating at 277 Volts.
D. Designations shall be as indicated on Drawings or as
specified and shall be engraved in metal plates, (finish
per architect), with 3/16" high block type letters filled
with black enamel. Where designations are not indicated
or specified shall be given after Contract is awarded,
(for estimating purposes, they may be assumed not to
exceed more than 10 letters per gang).
3.03 IDENTIFICATION OF CIRCUITS AND EQUIPMENT
A. Circuitry from switch boards, motor control centers,
transformers, panel boards, circuit breakers,
disconnecting switches, starters, pushbutton control
stations and other apparatus used for operation or
control of appliances or equipment shall be properly
identified by means of descriptive nameplates or tags
permanently attached to apparatus wiring.
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Section 16050 - Page 12
• Newport ch Police Department
Renovation of Foyer
B. Nameplates shall be engraved laminated bakelite or etched
metal. Shop drawings with dimensions and format shall be
submitted to the Architect before installation.
Attachment to equipment shall be with escutcheon pins,
rivets, self - tapping screws or machine screws. Self -
adhering or adhesive backed nameplates are not
acceptable.
C. Tags shall be attached to feeder wiring in conduits at
every point where runs are broken or terminated, and
shall include pull wires in empty conduits. Circuit
designation, phase and function shall be indicated.
Branch circuits shall be tagged in panel boards and motor
control centers. Tags may be made of pressure - sensitive
plastic or embossed self- attached stainless steel or
brass ribbon.
D. Circuit cards and cardholders shall be provided for
circuit identification in panel boards. Cardholders
shall consist of metal frame retaining a clear plastic
cover permanently attached to inside of panel door. List
of circuits shall be typewritten on a card. Circuit
description shall include name, number of circuit, room
number and connected load.
E. Junction and pullboxes shall have covers stenciled with
box number when indicated on Drawings, or circuit numbers
according to panel schedules. Data shall be lettered in
a conspicuous manner with a color contrasting with
finish.
F. Name as designated in part 2A shall be correctly engraved
with a legend indicating function or areas, when required
by Codes, or indicated on Drawings.
END OF SECTION
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Section 16050 - Page 13
. Newport �ch Police Department
Renovation of Foyer
SECTION 16111
CONDUIT AND WIRE
PART I - GENERAL
1.01 SCOPE
A. Work Included: All labor, materials, appliances, tools,
equipment, facilities, transportation and services necessary
for and incidental to performing all operations required to
furnish, deliver and install complete the work shown on the
drawings and specified herein. Work includes, but is not
limited to the following:
1. Examine all other sections of this specification and the
sections of other trades for related work and
coordination issues required to be included as work under
this section.
2. General provisions and requirements for electrical work.
1.02 SUBMITTALS (ADDITIONAL REQUIREMENTS)
A. Submit product data sheets for all wire, conduit, fittings
and splicing materials.
B. Submit material list for all conduit and fittings.
PART 2 - PRODUCTS
2.01 CONDUIT
A. Rigid steel conduit: hot -dip galvanized, zinc coated.
Threads shall be galvanized after fabrication.
B. PVC coated.ra.gid steel conduit -. hot- dipped galvanized after
fabrication, with bonded 20 -mil coating of polyvinyl
chloride.
C. Electrical metallic tubing: galvanized, seamless steel
construction. Couplings and connectors shall be watertight
compression type with insulated throat, Thomas & Betts Co.
#5123 Series or approved equal.
Conduit And Wire
Section 16111 - Page 1
• Newport �ch Police Department
Renovation of Foyer
('. D. Flexible conduit: galvanized steel. Connectors shall be
\ Thomas & Betts Co. #3312 and /or #3332 Series, complete with
insulated throat, or approved equal.
E. Liquid -tight flexible conduit: 'Seal -tite' type U.A.
Connectors shall be Appleton Series "ST" or approved equal.
F. Nonmetallic conduit: polyvinyl chloride, Schedule 40 or type
"ED ". Type "EB" shall be concrete encased.
2.02 WIRE AND CABLE
A. All wire and cable shall be copper, 600 Volt, #12 AWG
minimum unless specifically noted otherwise on the drawings.
Conductors #10 AWG and smaller shall be solid. Conductors
#8 AWG and larger shall be stranded. Type of insulation as
follows:
1. Type TW, THW, THWN or THHN insulation used for #10 AWG
and smaller.
2. Type TRW, THWN, THHN or XHHW insulation used for #8 AWG
and larger.
3. Type THHN insulation shall be used for circuit conductors
installed in raceways within fluorescent lighting
fixtures and the secondary side of fluorescent or high -
intensity discharge fixture ballasts, (mercury vapor,
metal halide or high pressure sodium) locations.
4. Type XHHW or THWN insulation shall be used where
conductors are installed in conduit exposed to the
weather.
5. Branch circuits shall following color code:
Neutral . . .. White (Tape feeder neutrals with white
tape near connections)
a) Normal Power
120/240 Volt
480/277 Volt
Ground . . . .
. Green
Ground . . .
. Green
Phase A . . .
. Black
Phase A. . .
. Brown
Phase B . . .
. Red
Phase B. . .
. Orange
Phase C . . .
. Blue
Phase C. . .
. Yellow
Conduit And Wire
Section 16111 - Page 2
• Newport �ch Police Department
Renovation of Foyer
1 b) Emergency power same insulation color as normal power
except as follows:
120/208 Volt 480/277 Volt
Provide a continuous color Provide a continuous
stripe on each conductor's stripe on each conductor's
insulation, orange or insulation blue or black
yellow except ground except ground.
7. Identify feeders by phase or leg in each panel board with
printed identifying tape.
8. Fire alarm conductors: use 600 Volt, type THHN /THWN
conductors and color -coded per equipment manufacturer's
recommendations.
9. Panel feeders: wire size shall be as shown on the
drawings. If aluminum wire is proposed in lieu of
copper,'size of aluminum conductor shall be increased per
NEC Table #310 -16 to meet the ampere rating of copper
wire at 75 degrees C insulation. Voltage drop shall not
exceed that of the copper feeders indicated on drawings.
Increase conduit size as required by the NEC in Appendix
C to accommodate any increase in conductor size and /or
counts.
10. Color coding for mechanical and plumbing control
wiring shall be an agreed upon by the Mechanical /Plumbing
Contractor and the Electrical Contractor. The final
color- coding shall be submitted to the Architect in
writing for approval prior to installation.
PART 3 - EXECUTION
3.01 TRENCHING, FOOTINGS, SLEEVES
A. Provide trenching, concrete encasement of conduits, back
filling, and compaction for the underground electrical
work, in accordance with applicable sections of this
specification.
B. Provide footings for all post and /or pole- mounted lighting
fixtures: concrete shall conform to the applicable sections
of this specification.
Conduit And wire
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• Newport �ch Police Department
Renovation of Foyer
C. Sleeves
1. Provide sleeves for raceways and conduit passing through
the following construction elements:
a) Concrete foundations, floors, walls and slabs.
b) Lath and plaster walls and ceilings.
2. Sleeves shall extend 1 -% inches above floors, except under
floor standing electrical equipment. Sleeves shall be flush
with walls, ceilings, foundations and partitions. Sleeves
shall be installed at exact penetration locations and
angles to accommodate raceway and conduit routings.
3. Joists, girders, beams, columns or reinforcing steel shall
not be cut or weakened. Where construction necessitates
the routing of conduit or raceways through structural
members, framing or under footings, written permission to
make such installation shall first be obtained from the
Architect. Such permission will not be granted, however,
if any other method of installation is possible.
l4. The Architect shall review the layout and design of
raceways and conduits located in or routed through masonry
or reinforced beams or walls, before any work is performed.
All sleeving shall he accomplished according to the
instructions of the Architect and shall be accepted before
any concrete is poured.
5. Sleeves, raceways and conduit shall be located to clear
steel reinforcing bars in beams. Reinforcing bars in walls
shall be offset to clear piping and sleeves.
6. Provide M" continuous clearance between inside of sleeve
and exterior of conduits and raceways passing through the
sleeve, unless otherwise specified. Where sleeves pass
through outside walls below grade, provide full 1"
clearance between exterior of conduits and raceways to
interior of the sleeve. For seismic joints, clearance
shall be 3
7. Sleeves set in fire rated membranes shall be filled with a
fire rated caulking or sealant equal to the rating of the
surface penetrated. The void between conduit or raceway
Conduit And Wire
Section 16111 - Page 4
. Newport E�h Police Department
Renovation of Foyer
and the sleeve shall be thoroughly filled to provide a
C fireproof seal.
8. Sleeve Material:
a. In floor slab construction: Schedule 40 black steel
pipe, with upper surface to be sealed watertight.
b. In concrete walls: Schedule 40 black steel pipe. When
installed in outside walls, seal outer surface
watertight.
c. In lath and plaster partitions and ceiling: 24 gauge
galvanized iron or steel.
d. Sleeves through waterproof membranes: Cast iron or
Schedule 40 steel with flashing clamp device and
corrosion resistant clamping bolts. Caulk space between
pipe and sleeve at outer surface with watertight
sealant.
3.02
A. Grounding shall be executed in accordance with all applicable
Ccodes and regulations including the State of California and
local authorities having jurisdiction.
B. Where nonmetallic conduit is used in the underground
distribution system, the Contractor shall install properly
sized copper grounding conductor(s) with the current carrying
conductors in the conduit to serve as an equipment ground.
Where the nonmetallic raceway transitions to metallic raceway,
a bonding bushing shall be provided to bond the ground wire
to.
C. The maximum resistance to ground shall not exceed 5 ohms.
D. Where an equipment bonding ground wire is installed or where
nonmetallic or flexible conduit is used for feeder, subfeeder
or branch circuit wiring, a green insulated, copper ground
wire, sized in accordance with the following table, shall be
installed. Install ground wire in each conduit with phase
conductors. Feeder Schedule on Single Line Diagram shall
govern if there are any conflicts.
Feeder, Subfeeders & Branch Minimum
Circuit Protection Ground Wire Size
Conduit And Wire
Section 16111 - Page 5
'\ i
15 Amp
20 Amp
21 to 60 Amp
61 to 100 Amp
101 to 200 Amp
201 to 400 Amp
401 to 600 Amp
601 to 800 Amp
801 to 1000 Amp
1001 to 1200 Amp
1201 to 1600 Amp
1601 to 2000 Amp
2001 to 2500 Amp
2501 to 4000 Amp
Newport B�h Police Department
Renovation of Foyer
#12
#12
#10
#8
#6
#3
#1
#1 /0
#2/0
#3/0
#4/0
#250 kCMIL
#350 kCMIL
#500 kCMIL
E. Where conductors are run parallel in multiple raceways or
cables, the equipment grounding conductor, where used, shall
be run in parallel. Each parallel equipment grounding
conductor shall be sized on the basis of ampere rating of the
overcurrent device protecting the circuit conductors in the
raceway or cable in accordance with NEC Table 250 -95. Where
conductors are adjusted in size to compensate for voltage
drop, equipment grounding conductors, where required, shall be
adjusted proportionately according to circular mil area.
F. Ground conductors for branch circuit wiring shall be attached
to each outlet at the back of the box using drilled and tapped
holes and washer head screws, 6 -32 or larger.
G. Each panel board, switch board, pull box or any other
enclosure in which several ground wires are terminated shall
be equipped with a ground bus secured to the interior of the
enclosure. The bus shall have a separate lug for each ground
conductor. No more than one conductor shall be installed per
lug.
3.03 CONDUIT
A. The sizes-of the conduits for the various circuits shall be as
indicated on the drawings and as required by code for the size
and number of conductors to be pulled therein. Conduits shall
be routed in a manner so as to conceal them from general view,
except where noted otherwise.
B. Rigid steel conduit shall be used in the following areas:
Conduit And Wire
Section 16111 - Page 6
Newport B�h Police Department
Renovation of Foyer
( 1. Embedded in concrete.
2. Embedded in brick or masonry walls.
3. Exposed on interior of buildings below eight feet.
4. Exposed on exterior of building.
5. Damp or wet locations where noted.
Rigid steel conduit shall not be installed in direct contact
with earth or sand.
C. PVC - coated rigid steel conduit shall be used for all elbows
and risers, for underground nonmetallic conduits, and for
all underground microphone, speaker and dimming control
circuit conduits.
D. Electrical metallic tubing up to and including 4 inch may be
installed as permitted by codes referenced within
specifications.
E. Flexible steel conduit may be used for equipment and
transformer connections only.
F. Liquid -tight flexible conduit shall be used for 'final
connection to motors-, control devices mounted -on vibrating
or rotating equipment, equipment indicated on drawings to
l have flexible conduit connections, and in all areas where
exposed flexible connections are required.
G. Nonmetallic conduit shall be used for all underground runs
unless specifically noted or specified otherwise.
Nonmetallic conduit shall not be run in slabs or walls,
above ceiling or exposed.
H. Conduit Installation:
1. Securely and rigidly support all conduits from building
structure. Provide supports maximum of ten feet on
centers and within three feet of all bends, outlets,
junction boxes, cabinets, panels and fittings. Conduits
shall be supported independent of all piping, ductwork,
equipment ceiling hanger wires, and suspended ceiling
grid systems. All conduits shall be secured by means of
approved pipe clamps or straps. The use of "plumbers
tape" is prohibited.
2. Individual conduits suspended above ceiling shall be
supported by means of hanger rods and pipe clamps.
Multiple conduits suspended above ceilings shall be
Conduit And Wire
Section 16111 - Page 7
• Newport B�h Police Department
Renovation of Foyer
1 supported by means of trapeze type hangers and pipe
clamps.
3. Individual conduits placed against brick, masonry or
concrete walls or slabs shall be secured with pipe clamps
and expansion shields. Individual conduits placed
against dry wall or plaster construction shall be secured
by means of pipe clamps and screws attached to studs or
other structural members. The use of toggle bolts is
prohibited. Provide preformed channel supports for all
multiple conduits placed against walls or slabs.
4. Unless otherwise restricted by structural drawings as
specifications the maximum size conduit permitted in
concrete slabs or walls shall be not be greater than 1/4
of the slab thickness. Conduits installed in concrete
slabs shall not cross.
S. Conduit below slab on grade or underground exterior of
building shall be spaced a minimum of 3" between
identical systems and 12" between power and all other
signal systems except at termination points.
6.•Conduits, which are installed at this time and left empty
for future use, shall have polyvinyl rope left in place
for future use.
7. Conduits stubbed outside of building line for future use
shall be terminated a minimum of five feet clear of
building or adjacent concrete walks or A.C. paving and
capped and marked. Provide tag engraved with the number
and size of conduits and type of service (i.e., "POWER ",
"TEL. ", etc.).
8. Provide expansion and deflection fittings, with bonding
jumper at all building expansion or seismic joint
crossings.
9. Provide two locknuts and an insulated bushing at each
metallic conduit terminating at outlet boxes, junction
boxes, terminal cabinets, switchboards and panel boards.
Provide insulated bushing at each metallic conduit stub -
up location. Bushings shall have ground lugs when
installed on a metallic extension of PVC conduit run.
10. Provide metallic or plastic caps on all conduits
during construction until installation of conductors.
Conduit And Wire
Section 16111 - Page 8
• Newport B�h Police Department
Renovation of Foyer
11. Branch circuit and telephone conduits turned up from
floor into interior demountable partitions or to
equipment not adjacent to any wall shall terminate in
flush floor couplings at the floor and then extend into
partition or to equipment. Refer to architectural
drawings for location of demountable partitions.
12. Conduit run exposed shall be run at right angles and
parallel to the walls and structure. All changes in
directions, either horizontally'or vertically, shall be
made with conduit outlet bodies as manufactured by Crouse
Hinds or equal. Conduits run on exposed beams or
trelliswork shall be painted to match surrounding
surfaces. Conduits run exposed on roofs shall be
installed on 2x4 redwood sleepers, maximum 5 foot on
centers. Sleepers shall be set in non - hardening mastic.
13. Rigid steel conduit or electrical metallic tubing
shall not be strapped or fastened to equipment subject to
vibration or mounted on shock absorbing bases.
14. From each panel that is flush mounted in a wall, stub
" up from top of the panel a minimum of four 3/4" conduits
to the nearest ceiling spaces or other accessible
location and cap for future use.
15. Conduit rising from floor for motor connection shall
be independently supported if over 24" above floor:
Support shall not be to the motor or ductwork that may
transmit vibrations.
16. All conduits, except for 120 or 277 -Volt branch
circuits that are run on the exterior of the building
slab shall be encased in concrete. If PVC type EB
conduit is used it shall be encased the full length of
the conduit installation in concrete including under
building slab.
17. Concrete for encasement of nonmetallic conduits shall
be 200-,PSI test with a maximum of 3/4" gravel and red
color in mix, (Provide ten pounds of red coloring cement
for each cubic yard of concrete). Provide prefabricated
plastic. spacers, (chairs), between each conduit. Provide
a minimum of 2" of concrete between each conduit and a
minimum of 3" of concrete on top, bottom and side of duct
bank.
Conduit And Wire
Section 16111 - Page 9
• Newport B�h Police Department
Renovation of Foyer
18. Provide all trenching, excavation, shoring and
backfilling required for the proper installation of
underground conduits. Bottoms of trenches to be cut to
grade. Make trenches 12" wider than the diameter of the
largest conduit or greatest sum of conduits. All
conduits exterior to the building slab shall be set on a
6" bed of damp sand, and backfilled to within 12" of
finished grade with damp sand. Remainder of backfill to
be native soil. Soil shall have no stones or aggregate
greater than 311. Do not backfill until installation has
been approved and as -built drawings have been brought
current. Promptly install all conduits after excavation
has been done, so as to keep the excavations open as
short a time as possible. All excess soil from trenching
shall be removed from the site.
19. Underground conduit shall be installed no less than
24" below finished grade in non - traffic areas, except
under buildings and 30" below finished grade in traffic
areas, including roads and parking areas. Install long
radius bends in all underground conduits in excess of 100
feet long.
3.04 WIRE AND CABLE
A. Branch circuit and fixture connections for #10 AWG and
smaller wire shall be made with UL- approved connectors
listed for 600 Volts approved for use with copper wire.
Connector shall consist of cone- shaped, heli -coil insert,
insulated with a nylon shell and 2 wings placed opposite
each other to serve as a built -in wrench or shall be molded
one -piece as manufactured by "Scotchlok" by 3M or "WAGO" by
Innovative Connections or equal.
B. Branch circuit connections of #8 AWG and larger shall be
made with screw pressure connectors made of high strength
structural aluminum alloy and UL- approved for use with
copper wire as manufactured by Thomas & Betts or equal.
Joints shall be insulated with plastic splicing tape, half -
lapped and at least the thickness equivalent to the
conductor insulation. Tapes shall be fresh and of quality
equal to 3M Scotch.
C. Use U.L. listed pulling compound for installation of
conductors in conduits.
Conduit And Wire
Section 16111 - Page 10
Newport B�h Police Department
Renovation of Foyer
1
D. Correspond each circuit to the branch number indicated on
C the panel schedule shown on the drawings except where
departures are approved by the Architect or the Owner's
inspectors.
E. All wiring, including low voltage, shall be installed in
conduit.
F. Control wiring to conform to the wiring diagrams shown on
the mechanical drawings and the manufacturer's wiring
diagrams.
G. All splices in exterior pull boxes and light poles shall be
cast resin encapsulated.
1. Power conductor splices - 3M Scotchcast Series 82/85/90;
Plymouth or equal.
2. Control and signal circuits 3M Scotchcast series 8981
thru 8986, Plymouth or equal.
H. Neatly group and lace all wiring in panel boards, motor
control centers and terminal cabinets with plastic ties at
-.., 3" on centers. Tag all spare conductors.
t
END-OF SECTION
Conduit And Wire
Section 16111 - Page 11
Newport Be* h Police Department
Renovation of Foyer
as work under Division Sixteen.
2. General provisions and requirements for electrical
work.
1.03 SUBMITTALS
A. If requested by the architect, provide a sample of any
fixture proposed as a substitution for a specified
fixture. Sample fixture shall be complete with lamps,
cord and plug for 120 volt operation. Fixture shall be
delivered to the Engineer's office for review and shall
be picked up within ten (10) working days after review
comments have been received; any samples left over this
time will be discarded by the Engineer. Decision of
Engineer regarding acceptability of any fixture is final.
B. Provide complete manufacturers catalog data information
for each light fixture, ballast and lamp.
PART 2 - PRODUCTS
2.01 BALLASTS (HID & FLUORESCENT)
A. Fluorescent fixtures shall be equipped with ETL approved
C.B.M. certified high ballasts. Ballasts shall have
Class "P" protection. Where not available provide dual
element fusing. Ballast shall be sound rated "A ".
Fluorescent ballasts shall be full light output rated.
B. High intensity discharge ballast shall be suitable for -
20F starting be a high power factor type ballast.
Voltage required per DWGS, and low noise type.
C. Only Pulse Start ballasts shall be accepted for all Metal
Halide fixtures.
2.02 LAMPS
A. Provide lamp as specified on drawings, and shall be
energy saving type except when fixture is to be dimmed,
provide standard lamps.
B. Metal Halide lamps shall be Pulse Start with proper base
and configuration for the fixture being furnished. Lamps
shall be equipped with automatic switching device to de-
energize lamp when outer glass envelope is broken on
lamp.
General Lighting
Section 16500 - Page 2
tc z
Jell 4
HID
i,
Features
Mounting: mount on non - metallic surfaces for optimal read
range performance.
Audiovisual indication: when a proximity card is presented to
the reader, the red LED Rashes green and the beeper sounds.
The multicolor LED and beeper can also be controlled individually
by the host system.
Diagnostics: on reader power -up, an internal self -test routine
checks and verifies the setup configuration, determines the
internal or external control of the LED and beeper, and initializes
the reader's operation.
Indoor /outdoor design: sealed in a rugged, weatherized
polycatbonate enclosure designed to withstand harsh ernironmerus
as well as provide a high degree of vandal resistance for reliable
performance anywhere -
Easily interfaced: interfaces with all existing Wiegand, Clock-
and-Data, RS -232, RS -422 and RS -485 protocol access control
systems. The serial interfaces support baud rates of 1200, 2400,
4800, and 9600 baud.
Security: includes a tamper switch to provide electronic notifica-
tion of reader tampering. Recognizes card formats up to 85 bits.
Warranty: Lifetime warranty against defects in materials and work-
manship (see comptete sales policy for details).
Pan number.
Base Part No.: 5375
Description: lNiegand interface, charcoal gray, tri -state LED,
Internal beeper on
Options:
• LED and beeper operation
• custom label
(Please see '*How to Order Guide" for a description of the .
options and associated part numbers).
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Specifications
Typical maximum- read range:
ProxCard` II card - up to 24" (60.9 cm)
ISOProe II card - up to 20" (50.8 cm)
DuoProx II Card - up to 20" (50.8 cm)
Smart ISOProx` II - up to 20' (50.8 cm)
Smart DuoProx II Card - up to 20' (50.6 cm)
HID Proximity & MIFAREa Card - up to 20" (50.8 cm)
ProxCard• Plus card - up to 13" (33 cm)
ProxKey` II keyfob - up to 17" (43.2 cm)
Microprox Tag - up to 15" (38 cm)
ProxPass Active Vehicle Tag - up to 8'(2.5 m)
'Depending on local installation conditions
Dimensions:
11. 8'x11.8 "x 1.0•(30.0 x 30.0 x 2.54 m)
Material: Polycarbonate UL 94
Power supply:
Configurable 12 or 24 VDC
Linear power supplies are recommenced
Currentregnidemems:
DC Current at 1M. Avg. 200mA, Peak 700mA
DC Current at 24V: Avg. 260mA, Peak 1.ZA
Operating temperative:
-22' to 150• F ( -30" to 65• C)
Operating hu nidtty,
0.95% relative humidity non - condensing
Weight: 51 oz (1.4 kgm)
Transmit frequency. 125 kHz
Certifications
Canada/UL 294 Listed: Access Control System Units
FCC Certification, United States
Canada certification
CE Mark, Fifteen EU Countries undo the R&TfE
Directive (EN60950 - ITE Electrical Safety, EN30D330-
SPA and ETS 30D 683 - EMC)
IEC6WW, RECRScheme Electrical Safety
Australia C -Tick Mark
New Zealand EMC
Cabledistance:
Wiegand interface: 500 feet (152 m)
Clock.and -data Interface: 50 feet (15 m)
RS- 232:50.200feet(15.61 m)
Recommended cable is ALPHA 1295 (22 AWG) 5
conductor minimum stranded with overall shield or
equivalent Additional conductors may be required
for LED or beeper control.
RS -422 and RS-485:4000 feet (1219 m)
Recommended cable is ALPHA 1297.
UT5375DS 8102, supersedes 3101
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Printed in the U.S.A. SpecIFIcationS subject to ctwnge widxxa notice. 02004 H1OCarponwon
Technical Description
The combination of our proven and reliable
electric motor with a leversystem represents
a simple and extremely reliable drive sotu-
tlon. It permits short opening and closing
times without the barrier boom bouncing In
the end positions. The lever system locksthe
barrier boom at both end positions. In the
event of a power failure, it can still be nerved
easily by hand.
The complete drive system is attached to the
barrier housing as a single unit, and can aasl-
ly be removed from the housing by removing
the mounting screws.
A built in spring mechanism provides a pre-
cise counterbalance for the barrier boom.
The springs are factory set to correspond
with the boom length prior to delivery. If
necessary, the springs can be easily reset in
situ during assembly, for example if the bar-
rier boom is shortened or if signs are atta-
ched to the boom.
It is also a simple matter to change the han-
ding on -site from right -axial to left-axial-
The Drive Unit
The barrier is driven by a torque motor
mounted on a central cast aluminium sup-
port. This support also contains the bearings
for the drive shaft, the gear box and the
mounting for the counterbalance springs.
The torque motor is designed for alternating
current. it requires neither limit switches nor
a friction dutch. It is maintenance -free and
can be stalled in any position without the risk
InlamxmW.MF51211A
of damage. In the end posWons the motor
remains under pourer assisting the mechani-
cal locking of the barrier boom via the [aver
system. This reduces the power consump-
tion to a minimum. Ibis power is dissipated
in the form of heat. which prevents the
occurrence of condensation and corrosion.
This guarantees reliable and problem -free
operation, especially in cold climatic condi-
tions.
The built -in position sensor provides precise
battier boom status information to the asso-
ciated controller. The self - learning control
unit guarantees optimum braking, without
the banter boom bouncing or swinging out
of the and position. The barrier is fac-
tory wired, tested, ready to connect and
supplied with all necessary mounting acces-
sories.
The Housing
The housing is manufactured from 14 gauge
zinc plated sheet steel on to a base frame of
stainless steel, then phosphate and powder
coat finished for maximum protection
against corrosion.
Control units are mounted onto a removable
zinc plated sheet steel panel. All of the com-
ponentswithin the barrier housing are readi-
ly accessilbe through the maintenance door
and removable top cover. The housing is sup-
plied in an RAL 2000 orange colour
finish as standard. Other colours are avail-
able on request, at extra cost.
AUTOCONTROL
Barriers
MAGSTOP
(Car park barriers)
MIB 301 MIB 40
Available Versions
Banters may be supplied with the barrier
boom fitted to either the right or left hand
side. In its standard configuration the main -
tenance access door is positioned at the rear.
although on request it can be anyone of the
other sides.
The Barrier Boom
The barrier boom is extruded from highly
stable aluminium alloy to produce an octa-
gong profile of4'x2 f: x'A: and finished
with an RAt 9010 white powder coat
then applied with bright red reflective tape
strips. If the barrier boom is to be any longer
than 12', it is necessary to fit either a pendu-
tum support or fixed support post.
Ar
'1 iIi WTOCONTROL
If the available vertical height is restricted,
the barrier can, at extra cost, be supplied
with an articulated boom. In order to calcu-
late the dimensions of the articulated boom,
thebanierlength (Da) and height (H=) must
be supplied.
The Control Unit
The MLC controller was especially developed
by Magnetic. Using microprocessor techno-
logy to ensure a flexible. modem approach
io the control techniques, it possesses all
appropriate expansion options including an
YO box and serial communclations interface.
The MLC and ancillarycontrol units arefitted
on tothe fold out mounting plate.
Safety
The following safety Instructions and coun-
try- specific accident prevention regulations
are to be observed for Installing and opera-
ting Magnetic barriers'.
1. The concrete foundation must be produ-
ced by the customer in accordance with
MagneticFoundatfon Info fdlF 5115.
2. The minimum required distance between
the end of the barrier boom and the nearest
building is 20".
3. The customer must fit all permanent bar-
rier installations with an all -pole main switch
which can be locked up.
4. The closing and opening actions must be
observed. The mounting of operating ele.
ments outside the field ofview is not permis-
sible; there must be a tine of visibility bet-
ween the barferand the control system.
5. It Is forbidden for persons or goods to be
anywhere within the swing zone of the bar.
rier boom while h is in operation.
6. Ifthebarrlertxwm is anlytonger than 3.5 m,
a pendulum support or a support post must
bemounted.
7. The harrier loom fixture can withstand
winds of up to a maximum of force 10 on the
Beaufort scale ( =10.44 Lb1Sgft; 500 Mao.
The Electrical Connection
Electrical connections are carded out in accor.
dance with factory ttrcult diagrams. Our
control units may necessitate the application
of spec certain
configurations. This can be supplied by us
on request.
barrier width up to 20
2/3 boom length
r i l
� I I I pendulum support
(or support pros$
required for boom
length over t T
1 wnduit 0 3/4' for possible loop
2 corrduit 03/4'
par power supply and conbol
foundation at
fant4me depth Y
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r- -'
2 lAr
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ry•
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Dimensional Diagram MIB
_ MIB I �
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Right -hand version
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Left -hand version
Subjm W ledtniral moQir=a . --'—
L-1
E
acoRQ. CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE IMWDD'YYYYI
D-5
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
METRO 04/11/08
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF
INFORMATIO
City of Newport Beach
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Cavignac s Associates
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
450 B Street, Suite 1800
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
San Diego CA 92101 -3547
PREMIsEs Ea rence
$300,000
Phone: 619- 234 -6848 Fax: 619- 234 -8601
INSURERS AFFORDING COVERAGE
NAIC A
INSURED
- INSURER A Travelers Prop Cas Co of A00r
25674
Moualla Enterprises, Ltd. dba:
' INSURERS Westchester Fire Insurance Co.
21121
Metro Builders S Engineers
Group Ltd.
nasuRER C: steaaEast Inanranoe CoAO,panT
263B7
2610 Avon Street
Newport Beach CA 92663 -4730
INSURER D. Travelers 1n .it, Co of Co.
25682
$1,000,000
..SURER a
5AUT
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TOM
TYPE OF INSURANCE POLICY NUMBER DATE MMIDDIYY DATE MMDDYY1 LIMITS
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL
City of Newport Beach
ERAL LIABILITY
Public Works Department
3300 Newport Blvd.
EACH OCCURRENCE
S 1,000,000
PREMIsEs Ea rence
$300,000
MERCIAL GENERAL LIABILITY
DTEC07639L491TIL07
11/11/07
11/01/08
CLAIMSMADE OOCCUR
OPD_Red
MED EXP(MY Oro person)
$5,000
PERSONALS ADV INJURY
$1,000,000
5AUT
$10,000
I
OC14MAL ACCNCCATC
Z2,000,000
L AGGREGATE LIMIT APPLIESPER
PRODUCTS - COMWOP AGG
$-2,,0-00-,0-0-0
Ben
1,000,000
POLICY X JECT LoD
D
X
NMIRLELWBILITY
XIANY AUTO
BA7639L49107CNS
11/11/07
11/01/08
CGMBINC0 61HGLE LILOT
(Ea ewlaoM)
51,000,000
BODILY NJURY
--LL - --
- - -- - _ _
ALL OWNED AUTOS
SCHEDULED AUTOS
HIREDAMOS
NONLOWNED AUTOS
BODILY INJURY
(PeI eubem)
S
PROPERTY DAMAGE
$
GARAGE LIABILITY
AUTO ONLY. EA ACCIDENT
S
ANY AUTO
OTHER THAN
$
AUTO ONLY AGG
EXCESSNMERELLA LIABILITY
EACHOCCURRENCE
$ 400DO,000
B
X OCCUR FDCLAIM$MADE
G2201674AC01
11/11/07
11/01/08
AGGREGATE
x4,000,000
S
$
DEDBCnBLE
$
X REFgatO.N S10,000
WORKERS COMPENSATION AND
X TORY LIMNS ER
D
EMPLOYERS LIABILITY
ANY PROPRIEFORRARTNEREXECUFIVE
OFRCERIMEMGER EXCLUDED?
DTETJB7639L49307
12/01/07
11 /01 /09
EL EAGH ACaDENr
E L DISEASE EA EMPLOYE
$ 1,000 000
S 1 r 000 000
5VyeEsC,LALPm VISIO
SPECIAL PROVISIONS EeIPw
EL LIMR
S 1,000,000
OTHER
A
Builders Risk
QT660607IC715TIL07
06/01/07
06/01/08
Max Limit 5,000,000
C
I Prof Liab
JEOC925912400
03/21/07
11/01/08
1 Limiit 1,000,000
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
RE: Contract #3902 - Police Lobby Renovation. *City of Newport Beach, Its
officers, agents, officials, employees and volunteers, are named as addtll
insureds primary as respects general liability per CGD246 08/05 and auto
liability per CA2048 02 /99.Waiver of subrogation applies to those listed
above' as respects workers compensation per WC990376(00).(cont)
CITYOEN
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL
City of Newport Beach
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
Public Works Department
3300 Newport Blvd.
REPRESE TATNEB.
AUTHOR P T
Newport Beach CA 92663
ACOKV ZO (ZUUT/US)
UACORU CORPORATION 1988
0
Endorsement does not included "solely by negligence" wording.
Defense Professional Liability Claims made form; Aggregate costs included
within limit of liability. $25,000 deductible applies.Builders Risk -
$10,000 ded applies. 10 days notice of cancellation for non - payment of
premium.
REPLACES AND SUPERSEDES CERTIFICATE DATED 4/02/08.
• •
9191&JtiL-'fZ01W Eel ;IZ140_104W;IINI87
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
BLANKET ADDITIONAL INSURED
(CONTRACTORS)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
1. WHO IS AN INSURED — (Section 11) is amended
to include any person or organization that you
agree in a "written contract requiring insurance"
to include as an additional insured on this Cover-
age Part, but:
a) Only with respect to liability for "bodily injury",
"properly damage" or "personal injury"; and
b) If, and only to the extent that, the injury or
damage is caused by acts or omissions of
you or your subcontractor in the performance
of "your work" to which the "written contract
requiring insurance" applies. The person or
organization does not qualify as an additional
insured with respect to the independent acts
or omissions of such person or organization.
2. The insurance provided to the additional insured
by this endorsement is limited as follows:
a) In the event that the Limits of Insurance of
this Coverage Part shown in the Declarations
exceed the limits of liability required by the
"written contract requiring insurance ", the in-
surance provided to the additional insured
shall be limited to the limits of liability re-
quired by that 'written contract requiring in-
surance". This endorsement shall not in-
crease the limits of insurance described in
Section III — Limits Of Insurance.
b) The insurance provided to the additional in-
sured does not apply to "bodily injury", "prop-
erty damage" or "personal injury" arising out
of the rendering of, or failure to render, any
professional architectural, engineering or sur-
veying services, including:
I. The preparing, approving, or failing to
prepare or approve, maps, shop draw-
ings, opinions, reports, surveys, field or-
ders or change orders, or the preparing,
approving, or failing to prepare or ap-
prove, drawings and specifications; and
ii. Supervisory, inspection, architectural or
engineering activities.
c) The insurance provided to the additional in-
sured does not apply to "bodily injury" or
"property damage" caused by "your work"
and included in the "products- completed op-
erations hazard" unless the "written contract
requiring insurance" specifically requires you
to provide such coverage for that additional
insured, and then the insurance provided to
the additional insured applies only to such
"bodily injury" or "property damage" that oc-
curs before the end of the period of time for
which the "written contract requiring insur-
ance" requires you to provide such coverage
or the end of the policy period, whichever is
earlier.
3. The insurance provided to the additional insured
by this endorsement is excess over any valid and
collectible "other insurance ", whether primary,
excess, contingent or on any other basis, that is
available to the additional insured for a loss we
cover under this endorsement. However, if the
"written contract requiring Insurance" specifically
requires that this insurance apply on a primary
basis or a primary and non - contributory basis,
this insurance is primary to "other insurance"
available to the additional insured which covers
that person or organization as a named insured
for such loss, and we will not share with that
'other insurance". But the insurance provided to
the additional insured by this endorsement still is
excess over any valid and collectible "other in-
surance°, whether primary, excess, contingent or
on any other basis, that is available to the addi-
tional insured when that person or organization is
an additional insured under such "other insur-
ance".
4. As a condition of coverage provided to the
additional insured by this endorsement:
a) The additional insured must give us written
notice as soon as practicable of an "occur-
rence" or an offense which may result in a
claim. To the extent possible, such notice
should include:
CG 02 4a 08 05 0 2005 The St. Paul Travelers Companles, Inc. Page 1 of 2
•
COMMERCIAL GENERAL LIABILITY
t. How, when and where the "occurrence"
or offense look place;
it. The names and addresses of any injured
persons and witnessos; and
III. The nature and location of any injury or
damage arising out of the "occurrence" or
offense.
b) If a claim is made or 'suit" is brought against
the additional insured, the additional insured
m usC
I. Immediately record the specifics of the
claim or "suit" and the dale received; and
11. Notify us as soon as practicable.
The additional insured must see to it that we
receive written notice of the claim or "suit" as
soon as practicable.
cj The additional insured must immediately
send us copies of all legal papers received in
connection with the claim or "suil ", cooperate
with us in the investigation or settlement of
the claim or defense against the "suit ", and
otherwise comply with all policy conditions.
d} The additional insured must tender the de-
fense and indemnity of any claim or "suit" to
•
any provider of "other insurance" which would
cover the additional insured for a loss we
cover under this endorsement. However, this
condition does not affect whether the insur-
ance provided to [he additional insured by
this endorsement is primary to "other insur-
ance available to the additional insured
which covers that person or organization as a
named insured as described in paragraph 3.
above.
5. The following definition is added to SECTION V.
— DEFINITIONS:
"Written contract requiring insurance" means
that part of any written contract or agreement
under which you are required to include a
person or organization as an additional in-
sured on this Coverage Part, provided that
the "bodily injury" and "property damage" oc-
curs and the 'personal injury" is caused by an
offense committed:
a. After the signing and execution of the
contract or agreement by you;
b. While (hat part of the contract or
agreement is in effect; and
c. Before the end of the policy period.
Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 4e 08 05
0
POLICY NUMBER: BA7639L49107CNS
•
COMMERCIAL AUTO
ISSUE DATE: 11/11/07
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED INSURED
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
TRUCKERS COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi-
fied by this endorsement.
This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provi-
sion of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form.
SCHEDULE
Name of Person(s) or Organization(s):
Any person or organization that you are required to include as an additional insured on this Coverage Form
in a written carte act or agreement that is siy wd and executed by you before the "bodily injury" vi "p,uperty
damage" occurs and that is in effect during the policy period.
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations
as applicable to the endorsement.)
Each person or organization shown in the Schedule is an "insured' for Liability Coverage, but only to the extent
that person or organization qualities as an "insured" under the Who Is An Insured Provision contained in Section
It of the Coverage Form.
CA 20 49 02 99 Copyright, Insurance Sorviccs Office, Inc., 1008 Page 1 of 1
POLICYNUMBER: DTEC07639L491TILD7
COMMERCIAL GENERAL LIABILITY
ISSUE DATE: 11/11/07
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
DESIGNATED PROJECT(S)
GENERAL AGGREGATE LIMIT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Designated Project(s):
A. For all sums which the Insured becomes legally
obligated to pay as damages caused by "occur -
rencas" under COVERAGE A. (SECTION 1), and
for all medical expenses caused by accidents un-
der COVERAGE C (SECTION 1), which can be
attributed only to operations at a single desig-
nated "projecr shown in the Schedule above:
1. A separate Designated Project General Ag-
gregate Limit applies to each designated "pro-
jecr, and that limit is equal to the amount of
the General Aggregate Limit shown in the
Declarations, unless separate Designated
Project General Aggregate(s) are sched-
uled above.
2. The Designated Project General Aggregate
Limit is the most we will pay for the sum of all
damagca under COVERAGE A., oxcopt
damages because of "bodily Injury" or "prop-
erty damage" included in the "products -
completed operations hazard ". and for medi-
cal expenses under COVERAGE C, regard-
less of the number of:
a. Insureds;
b. Claims made or "suits" brought; or
c. Persons or organizations making claims
or bringing "suits ".
Designated Project
General Aaareuate(s):
3. Any payments made under COVERAGE A-
for damages or under COVERAGE C. for
medical expenses shall reduce the Desig-
nated Project General Aggregate Limit for
that designated "project'. Such payments
shall not reduce the General Aggregate Limit
shown in the Declarations nor shall they re-
duce any other Designated Project General
Aggregate Limit for any other designated
"project" shown In the Schedule above.
4. The limits shown In the Declarations for Each
Occurrence, Damage To Premises Rented
To You and Medical Expense continue to
apply. However, Inatead of being eubject to
the General Aggregate Limit shown in the
Declarations, such limits will be subject to the
applicable Designated Project General Ag-
gregate Limit.
B. For all sums which the insured becomes legally
obligated to pay as damages caused by "occur -
renoes" under COVERAGE A. (SECTION Q, and
for all medical expenses caused by accidents un-
der COVERAGE C. (SECTION 1), which cannot
be attributed only to operations at a single desig-
nated "project' shown in the Schedule above:
GG D211 01 04 Copynght, The Travelers Indemnity Company, 2004 Page 1 of 2
•
COMMERCIAL GENERAL LIABILITY
11. Any payments made under COVERAGE A.
for damages or under COVERAGE C. for
medical expenses shall reduce the amount
available under the General Aggregate Limit
or the Products - Completed Operations Ag-
gregate Limit, whichever is applicable; and
2_ Sunh naymenti; shall not radnne any Desig-
nated Project General Aggregate Limit.
C. Part 2. of SECTION ill — LIMYfS OF INSURANCE
is deleted and replaced by the following:
2. The General Aggregate Limit is the most we
will pay for the sum of:
a. Damages urntei Cvveraye B, mid
b. Damages from "occurrences" under
COVERAGE A (SECTION 1) and for all
rnualwl expenses unused by accidents
under COVERAGE C (SECTION Q which
cannot be attributed only to operations at
a single decigngtad "project' shown in tho
SCHEDULE above.
D. When coverage for liability arising out of the
"products-completed operations hazard" is pro-
0
vided, any payments for damages because of
"bodily injury" or "property damage" included in
the °products - completed operations hazard" will
reduce the Products - Completed Operations Ag-
gregate Limit, and not reduce the General Aggre-
gate Limit nor the Designated Project General
Aggregate Limit.
E. For the purposes of this endorsement the Defini-
tions Section is amended by the addition of the
following definition:
"Project" moans an area away from premises
owned by or rented to you at which you are per-
forming operations pursuant to a contract or
agreement. For the purposes of determining the
applicable aggregate limit of insurance, each
"project" that includes premises involving the
same or connecting lula, or premises wrluse cxr
nection is interrupted only by a street, roadway,
waterway or rightof- -way of a railroad shall be
concidamd a cingla "pmiact".
F. The provisions of SECTION III — LIMITS OF
INSURANCE not otherwise modified by this en-
dorsement shall continue to apply as stipulated.
Page 2 or 2 Copyright, The Travelers Indemnity Company, 2004 GG 02 11 01 04
0
T=Ve1MPropertyCasu,.11,
..�.�rxrewkrrcram
0
WORKERS COMPENSATION
AND
EMPLOYERS LIABILITY POLICY
ENDORSEMENT WC 00 03 76 (00) —
POLICY NUMBER: DTE- UB- 763SL491 -07
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS
ENDORSEMENT - CALIFORNIA
(BLANKET WAIVER)
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule.
You must maintain payroll records accurately segregalinp the remuneration of your employees while engaged in
the work described in the Schedule.
The additional premium for this endorsement shall be % of the California workers' compensation pre-
mium othorwico duo on such remuneration.
Schedule
Person or Organization Job Description
"All persons or organizations that are parties to a contract that requires you
to obtain this agreement, prodded you executed the contract before the loss."
DATE OF ISSUE: - - ST ASSIGN:
Fax #:
0 0
CERTIFICATE OF INSURANCE
CHECKLIST
City of Newport Beach
This checklist is comprised of requirements as outlined by the City of Newport Beach.
Date Received: April 9, 2008 Dept. /Contact Received From: Shari Rooks
Date Completed: April 9, 2008 Sent to: Shari Rooks By: Tara Hemmingsen
Company /Person required to have certificate: Metro Builders & Engineers Group, Ltd.
GENERAL LIABILITY
A. INSURANCE COMPANY: Travelers Prop Cas Co of Amer
B. AM BEST RATING (A: VII or greater): A +: XV
C. ADMITTED Company (Must be California Admitted):
Is Company admitted in California?
® Yes ❑ No
D. LIMITS (Must be $1 M or greater): What is limit provided?
$2 Mil agg / $1 Mil occ
E. PRODUCTS AND COMPLETED OPERATIONS (Must
® Yes ❑ No
include): Is it included?
F. ADDITIONAL INSURED WORDING TO INCLUDE (The
® Yes ❑ No
City its officers, officials, employees and volunteers):
Is it included?
G. PRIMARY & NON - CONTRIBUTORY WORDING (Must be ® Yes ❑ No
included): Is it included?
H. CAUTION! (Confirm that loss or liability of the named ❑ Yes ® No
insured is not limited solely by their negligence) Does
endorsement include "solely by negligence" wording?
I. NOTIFICATION OF CANCELLATION: Although there is a provision that requires
notification of cancellation by certified mail; per Lauren Farley, the City will accept the
endeavor wording.
11. AUTOMOBILE LIABILITY
A. INSURANCE COMPANY: _Travelers Indemnity Co of Conn
B. AM BEST RATING (A: VII or greater) A +: XV
C. ADMITTED COMPANY (Must be California Admitted):
Is Company admitted in California? ® Yes ❑ No
D. LIMITS (Must be $1 M min. BI & PD and $500,000 UM): 1,000,000
What is limits pr - cfi? -�/
Er ADDITIO INSURED WORDING TO INCLUDE (The City it I Yes ® z,
F. Cofficers, officials, employees and volunteers): Is it included?
71RIMARY & 0 ORDIN e
Haulers only):
Is it included? N/A ❑ Yes ❑ No
G. NOTIFICATION OF CANCELLATION: Although there is a provision that requires
notification of cancellation by certified mail; per Lauren Farley, the City will accept the
endeavor wording.
Ill. WORKERS' COMPENSATION
A. INSURANCE COMPANY: Travelers Indemnity Co of Conn
B. AM BEST RATING (A: VII or greater): A +: XV
C. LIMITS: Statutory
D. WAIVER OF SUBROGATION (To include): Is it included? ® Yes ❑ No
HAVE ALL ABOVE REQUIREMENTS BEEN MET? x Yes
IF NO, WHICH ITEMS NEED TO BE COMPLETED? Auto Liability: Missing Additional Insured wording an
ends.
0
•
•
CIL
CITY OF NEWPORT BEACH ..;
CITY COUNCIL STAFF REPORT
z• �
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
Fong Tse, P.E.
949 - 644 -3321 orftse @city.newport- beach.ca.us
SUBJECT: Police Facility Lobby Renovation — Award of Contract No. 3902
Recommendations:
1. Approve the project! Plans and Specifications.
2. Award Contract No. 3902 to Houalla Enterprises Ltd., dba Metro Builders &
Engineers Group LTD., for the Total Bid Price of $249,400, and authorize the
Mayor and the City Clerk to execute the contract.
3. Establish $26,900 to cover construction contingency and other anticipated costs.
Discussion:
This project was previously advertised for bids in January 2007. At that time, the low
bid received was essentially twice the allocated FY06 -07 budget of $150,000. The
Council rejected all bids on March 13, 2007, and directed staff to make revisions to the
plans and specifications and rebid the project. During FY07 -08 additional funds were
allocated for this project for a combined total of $293,600.
To attract more bidders staff advertised this project for five weeks. At 11:00 a.m. on
March 19, 2008, the City Clerk opened and read the following Total Bid Prices for this
project:
Bidder
Low Metro Builders & Engineers Group LTD.
2 WFC Construction,; Inc.
3 GTA Construction,!Inc.
4 Nile Advanced Construction, Inc.
5 TBC Contractors Corporation
6 Thomco Construction, Inc.
7 Joud Construction Company
8 MJ Contractors, Inc.
9 CHI Construction i
10 Unique Performance Construction
Total Bid Price
$249,400.00
$259,770.00
$264,000.00
$286,000.00
$289,104.00
$296,000.00
$300,000.00
$300,000.00
$337,000.00
$394,500.00
Police Facility Lobby F #ation — Award Contract No. 3902
April 8, 2008
Page 2
The low Total Bid Price is four percent below the Engineers Estimate of $260,000. The .
low bidder, Houalla Enterprises Ltd., dba Metro Builders & Engineers Group LTD (Metro
Builders), possesses a California State Classification "B" Contractors License as required
by the project specifications. Metro Builders has satisfactorily completed building and
other projects for the City and other public agencies.
Except for slightly reduced plate glass thickness at select window locations, the revised
plans and specifications are unchanged from those bid last time. This project consists of
replacing and upgrading the aluminum storefront, flooring, wall coverings, acoustical
ceiling tiles, lighting, air diffusers, reception desk, and construct two display cases for
NBPD memorabilia. Minor alternations within the lobby and public restrooms areas will
be constructed to comply with ADA requirements.
Environmental Review:
A Notice of Exemption has been filed with the County Clerk.
Funding Availabilitv:
There are sufficient funds available in the following accounts for the project:
Account Description
General Fund
Contributions
Proposed uses are as follows:
Vendor
Metro Builders
Metro Builders
On —call Consultant
Various
Prepared by:
klodf
a�Fong Tse, P.E.
tom` Principal Civil Engineer
Attachment: Location Map
Account Number Amount
7011- C1820808 $ 232,800
7251- C1820808 $ 43,500
Total: $ 276,300
Purpose Amount
Construction Contract $ 249,400
Construction Contingency $ 24,900
Construction Services $ 1,500
Printing and Incidentals $ 500
Total: $ 276,300
Submitted by:
3aum
Director
•
U
i
�o
sd
ed'6
d ~d
40 .
Police
Facility
r•
Police Facility
Front Lobby
Rehabilitation
0 0
CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
Leilani 1. Brown. MMC
September 23, 2009
Houalla Enterprises, LTD dba
Metro Builders & Engineers Group
2610 Avon Street Unit A
Newport Beach, CA 92663
Subject: Police Facility Lobby Renovation (C- 3902).
To Whom It May Concern:
On September 23, 2008, the City Council of Newport Beach accepted the work for
subject project and authorized the City Clerk to file a Notice of Completion, to
release the Labor & Materials Bond 35 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 Labor & Materials Bond was released on November 13, 2008. The Surety for
the contract is Western Surety Company, and the bond number is 58647883.
Enclosed is the Faithful Performance Bond.
.G�P�Ty
. ��4
Lei ani
V n,`MMC
City Clerk
Enclosure
3300 Newport Boulevard • Post Office Box 1768 - Newport Beach. California 92658 -8915
Telephone: (949) 644 -3005 Fax: (949) 644 -3039 www.cirynewport- beach.ca.us
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
POLICE FACILITY LOBBY RENOVATON
CONTRACT NO. 3902
BOND NO. 58647883
Premium is for Contract Term and is Subject to Adjustment Based on Final Contract Price
FAITHFUL PERFORMANCE BOND
The premium charges on this Bond is $ 3.591.00
being at the rate of $ 14.40 thousand of the Contract price.
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion
adopted, awarded to Metro Builders & Engineers Group, LTD,
hereinafter designated as the "Principal", a contract for construction of POLICE FACILITY
LOBBY RENOVATON, Contract No. 3902 in the City of Newport Beach, in strict conformity with
the plans, drawings, specifications, and other Contract Documents maintained in the Public Works
Department of the City of Newport Beach, all of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute Contract No. 3902 and the
terms thereof require the furnishing of a Bond for the faithful performance of the Contract;
NOW, THEREFORE, we, the Principal, and Western Surety Company
duly authorized to transact business under the laws of the State of
California as Surely (hereinafter 'Surety), are held and firmly bound unto the City of Newport
Beach, in the sum of Two Hundred Forty -Nine Thousand, Four Hundred and 00 /100 Dollars
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 al 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.
PT-1
0 0
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 the City, only in the event the 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,
alleral ons or additions to the terms of the Contract or to the work to be performed thereunder or
to the specifications accompanying the same shall in any way affect ils 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 the 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 a cuted by the Principal and
Surety above named, on the 2nd day of April , 20
Metro Builders 8 Enoineers.Groyp�Ltd
Authorizfd Signati lre/Title
Fouad Itualla, President
(Principal)
Western Surety Company / Z /�'T
Name of Surety o 'zed Agen ature
2355 E. Camelback Road, Suite 500 Phoenix AZ 85016
Address of Surety
602 - 212 -3216
Telephone
Leslie Hahn Attorney -In -Fact
Print Name and rifle
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
0 •
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California -
County of 0A0ftAE
On /$.._._ before me, o�w.k A'aTPI�G
re roe hmen Neme Mar • d e,e ahn
personally appeared9�211'_A�/�.is
meter �+so+•rt :/
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/herAheir signature(s) on the
instrument the person(s), or the entity upon behalf of
LEOP o a gp r�A which the person(s) acted, executed the instrument.
C«nmhNOn i 1522544
No . coxtornio I certify under PENALTY OF PERJURY under the laws
nge coaTN of the State of California that the foregoing paragraph is
emmpkmOctZ8,2g0yf true and correct.
WITNESS my hand and official seal.
• r,�a see neon Signal e
peer• of Not y ti'g
OPTIONAL
Though fire 1Mermation below is not required by law, it may Pmee wtuabte to persons retying on the document
and c ld prevent fraudulent removal and reanacnment of this tam to another document.
Description of Attached Document
Title or Type of Document: 5z, q' %G
Document Dale: _. y Z�0 _ Number of Pages: lie 29
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: _
Signer's Name:
:: Individual
J Individual
❑ Corporate Officer — Title(s):
J Corporate officer — Tille(s):
❑ Partner — ❑ Limited L: General
U Partner — Fl Limited I . General ETMEMERMESM
I Attorney in Fact
U Attorney in Fact
❑ Trustee Top of Ih,mb here
U Trustee Top of Mb b here
❑ Guardian or Conservator
U Guardian or Conservator
❑ Other:
L Other:
Signer Is Representing: Signer Is Representing:
Viestern Surety CoApany
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATI.ORNEY -IN -FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
Leslie Hahn, Jeffrey W Cavignae, James P Schabarum II, M Wager, Janis Theodore,
Individually
of San Diego, CA, its true and lawful Anomey(s) -in -Fact with full power and authority hereby conferrod to sign, seal and execute for and on its behalf
bonds, undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attomey, pursuant to the authority hereby given, are hereby ratified and confimted.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation.
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 2nd day of January, 2008.
WESTERN SURETY COMPANY
�yraarrr
2z
Paul . Bru(lat, Senior Vice President
State of South Dakota
ss
County of Minnehaha
On this 2nd day of January, 2008, before me petsonally came Paul T. Brullat, to me known, who, being by me duly swom, did &-pose and say: that he
resides in the City of Sioux Falls, State of South Dakota; Ihal he is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal, that it was so
affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation
My commission expires �`• " "•" " " "•` + + + +• ++
D. KRELL
November 30, 2012 "SO PUBLIC
-a SOUTH UTH DAKOTA i
CERTIFICATE
Xa4A 7"V —
D. Krell, NoMiry Public
I, L. Nelson, Assistant Secmtary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabovc set forth is still in
force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the sort of the said corporation this 7 n ri day of A: r i 7 900 S.
WESTERN SURETY COMPANY
L_ Nelson, Assistant Secretary
Form F428049-06
•
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
County of San Diego
On April 2. 2008 before me, J. E. Theodore Notary Public .
- -- - dale flare InGerl Name ana me of the eer
persona ly appeared Leslie Hahn
Names) of Sgne1(a!
J. E. THEODORE
COMM. #1776730 n
NOTARY PUBLIC- CALIFORNIAN
N SAN DIEGO. COUNTY
V my VE Commission 24 220111
Place Ndary Seal Aeev
who proved to me on the basis of satisfactory evidence to
be the person((;) whose name(6) is/SY9 subscribed to the
within instrument and acknowledged to me that,yre /she /Maly
executed the same in fffs/her /fffir authorized capacltyW),
and that by Wher /tWir signature(b) on the instrument the
person(6), 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 h official a L�✓l/ ts�
Signature
ivm of Ndary Pods
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date
Signer(s) Other Than Named
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer - Title(s):—
❑ Partner — ❑ Limited ❑ General
El Attomey In Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer 15 Ropres6nting:
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporato Officer — Title(s):_
❑ Partner -- ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Top of thumb here
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