8. Project: Means the Transportation Art Proposal project approved through the Transportation Art Proposal application process (as defined below), including but not limited to, the name, content, size, proposed installation location, required attachments, maps, design specifications, structural plans, installation plans, traffic management plans, reproducible drawings, sketches, photographs, or other appropriate renditions of the visual art to be installed. The above -mentioned documentation of the Project is hereby incorporated by reference and made part of this Agreement and attached as Exhibit D to this Agreement.
9. Preliminary Works: Means all documentation developed specifically to prepare the Final Artwork, as set forth in Exhibit B. The Preliminary Works include, but are not limited to, concepts, photographs, sketches, photo simulations, drawings, other appropriate renditions of the visual art, and other alternate or preliminary designs and documents developed by ASSIGNOR and which form part of or all the Final Artwork. The Preliminary Works are hereby incorporated by reference and made part of this Agreement, and attached as Exhibit E.
10. Transportation Art Proposal ("TA"): Means the transportation art proposal application used by the sponsoring agency to submit its' transportation art proposal project for review, consideration, processing and approval by ASSIGNEE, including but not limited to, ASSIGNEE's Assignment and Transfer of Copyright and Waiver of Moral Rights in Artwork, the administrative procedures, required attachments, design specifications, structural plans, installation plans, traffic management plans, resolutions, artist's background, maintenance and removal plans, reproducible drawings, sketches, designs, photographs, photo simulations and other appropriate renditions of the transportation art proposal project, prior to the issuance of encroachment permits for the installation of the transportation art project on ASSIGNEE's right of way. The approved TA is hereby incorporated by reference and made part of this Agreement, and attached as Exhibit F. 1 1. Artist(s): Refers to any artist(s) who contributes to the creation, design, development and/or installation of the Preliminary Works, Final Artwork and/or the Material Object. For the avoidance of doubt the term "Artist(s)" refers to any person, adult, youth, student or minor.
WHEREAS the PARTIES agree to the description of the Final Artwork (attached as Exhibit B) as described by ASSIGNOR as follows:
1. Description of the Final Artwork:
a) Title: Chromatic Ascension
b) Size: 20'x20'xl 8'
c) Category of Work: (Works of Visual Art) - Sculpture
d) Project: 12-0T420 and attached as Exhibit D;
e) Installation Location: SR -57, PM 16.39
f) Year Final Artwork Created: 2023
g)
h) Artist's (ASSIGNOR) Signature:
Artist (ASSIGNOR): Cliff Garten,President Cliff Garten and Assoc. Inc ig
NOW THEREFORE, in consideration of the mutual promises, covenants, warranties, mutual obligations and terms and conditions hereinafter set forth; and other good and valuable consideration received by ASSIGNOR from the Local Agency, the receipt and sufficiency of which is hereby acknowledged by ASSIGNOR, the PARTIES hereby agree as follows:
1 Assignment and Transfer of Copyright Ownership in the Final Artwork:
a) ASSIGNOR hereby conveys, transfers and irrevocably assigns to ASSIGNEE all of ASSIGNOR's Copyright Ownership rights, title and interests in the Final Artwork, including, but not limited to, ASSIGNOR's rights in: (i) ASSIGNOR's entire and exclusive Copyrights under federal and state copyright laws, in the United States and all jurisdictions outside the United States; (ii) ASSIGNOR's exclusive rights, title, and interests under common law Copyrights; (iii) any and all other privileges and rights in the Final Artwork attributed to a copyright owner; and (iv) all other intellectual property rights assigned to ASSIGNOR by additional Artist(s) in (i)-(iv) associated and subsisting in the Final Artwork (if any). ASSIGNEE shall be the sole and exclusive copyright owner of ASSIGNOR's Copyright Ownership rights in the Final Artwork and of ASSIGNOR's Copyrights in the Final Artwork from the Effective Date forward. ASSIGNEE shall have the sole and exclusive right to secure registration of the Copyrights in the Final Artwork internationally. No Copyrights Ownership rights in the Final Artwork and/or Copyrights in the Final Artwork, shall be retained by ASSIGNOR, nor shall there be any reversion of those rights to ASSIGNOR in the future, other than those rights specifically licensed and described in section 5 (a) below, in this Agreement;
b) ASSIGNOR hereby conveys, transfers and irrevocably assigns to ASSIGNEE all of ASSIGNOR's ownership interests in the Material Object in its tangible form, in which the copyrightable Final Artwork is embodied. ASSIGNOR acknowledges that the Material Object is the Final Artwork in its tangible form as defined above in section 5 of the definitions in this Agreement; c) ASSIGNOR hereby conveys, transfers and irrevocably assigns to ASSIGNEE ASSIGNOR's full -term and renewal term Copyright Ownership rights, title and interests in the Final Artwork under federal, state and common copyright laws;
d) ASSIGNOR agrees that this assignment and transfer of Copyright Ownership rights, interests and title subsisting in the Final Artwork, will remain in effect for the entire duration of such Copyright and will include all of ASSIGNOR's exclusive rights, interests, title and ownership under the copyright laws, subject to the license ASSIGNEE grants to ASSIGNOR in section 5 (a) below.
2. Waiver of Statutory Moral Rights by ASSIGNOR:
a) ASSIGNOR hereby acknowledges the existence of his or her federal and state statutory moral rights and protections under VARA and CAPA, as those rights and protections are more particularly described in 17 U.S.C. section 106A(a) VARA, and in the California Civil Code section 987 CAPA, and knowingly executes this waiver on the following terms:
i. Scope: This waiver applies to the following visual work: Final Artwork, described in this Agreement and attached as Exhibit B, entitled, 'Chromatic Ascension'.
ii. Uses Covered: This waiver applies to all applicable uses, with respect to the Final Artwork enumerated in section 2(a)(i) above, reserved to an owner of a lawfully copyrighted work under the copyright laws, including, but not limited to, the display of the Final Artwork publicly and to all applications in which either the attribution right, the integrity right, or the personal moral right of ASSIGNOR may be implicated.
Waiver: With respect to the Final Artwork enumerated in section 2(a)(i) above and the uses enumerated in section 2(a)(ii) above, ASSIGNOR, hereby expressly and forever waives any and all moral rights and protections arising under 17 U.S.C. section 106A(a) and California Civil Code section 987, and any other
rights arising under U.S. federal or state laws or under the laws of any other country that conveys rights and protections of the same nature as those conveyed under 17 U.S.C. section 106A(a) and California Civil Code section 987, or any other type of moral rights or droit moral in the Final Artwork.
3. Covenant to Cooperate by ASSIGNOR:
a) ASSIGNOR does hereby covenant and agree to cooperate with
ASSIGNEE
whereby, ASSIGNEE may enjoy fully the exclusive Copyright Ownership rights, title, and interests herein conveyed. Such cooperation shall include:
i. Prompt execution of all papers (prepared at the expense of ASSIGNEE) which are deemed necessary or desirable by
ASSIGNEE to perfect its rights, title, and interests herein conveyed; and
ii. Prompt execution of all petitions, oaths, specifications, declarations, or other papers (prepared at the expense of ASSIGNEE) which are deemed necessary by ASSIGNEE for
obtaining copyright registration with the United States Copyright Office covering said Final Artwork.
4. Relationship of the PARTIES:
a) The PARTIES agree that ASSIGNEE is solely a third -party beneficiary and that ASSIGNEE is not a party to nor legally obligated or bound by any of the terms and conditions contained in the Local Agency Agreement described above in section 3 of the definitions section of the Agreement. The PARTIES agree that ASSIGNOR is an independent contractor commissioned to create, develop and install the Final Artwork by the Local Agency and that no agency, partnership, joint venture, employee -employer relationship is intended or created by this Agreement. All rights, interests and title granted to ASSIGNEE are contractual in nature and expressly defined by this Agreement.
5. Grant to ASSIGNOR:
a) ASSIGNEE grants to ASSIGNOR, pursuant to this Agreement, a perpetual, exclusive, worldwide, irrevocable, sub -licensable, royalty -free license to use and exploit the Final Artwork, including in its Preliminary Works and final Material Object form. These rights include the following:
Right to Reproduce: ASSIGNOR may reproduce the Final
Artwork and derivatives thereof in copies or phonorecords, without ASSIGNEE's prior consent;
ii. Right to Prepare Derivatives: ASSIGNOR may prepare
derivatives based upon the Final Artwork (in which the
underlying work is recast, transformed, altered or adapted), without ASSIGNEE's prior consent;
iii. Right of Public Distribution: ASSIGNOR may publish, sell and distribute copies of the Final Artwork and derivatives thereof, publicly, without ASSIGNEE's prior consent (including the right to exploit copies of the Final Artwork and derivatives thereof); iv. Right of Public Performance: ASSIGNOR may publicly perform the Final Artwork and derivatives thereof in any manner applicable, without ASSIGNEE's prior consent;
v. Right of Public Display: ASSIGNOR may publicly display the Final Artwork and derivatives thereof, including but not limited to, the display of the Final Artwork and derivatives thereof in ASSIGNOR's portfolio, websites, galleries, design periodicals and other media or exhibits. ASSIGNOR may describe, its role in relation to the Project and the services provided to other parties on its website and in other promotional materials, for any purpose, without ASSIGNEE's prior consent;
vi. Accreditation of Final Work: ASSIGNEE shall make reasonable efforts to credit ASSIGNOR as the original creator of the Final Artwork in connection with any uses by ASSIGNEE;
vii. Reprography Right: ASSIGNOR may make reprographic
reproductions database storage or retrieval, as well as making visually perceivable facsimile copies of previously published material, in each case by any means and using any technology, whether now known or hereafter developed, by photocopying, xerograph, duplicating (from stencil) or similar means, microform (including microfiche), transcription or drawing (including tracing) for an overhead or slide projection; and viii. Enforcement of Intellectual Property Rights: ASSIGNOR will have the exclusive right (but not the obligation) and ASSIGNEE grants ASSIGNOR the exclusive authority, to protect and enforce
ASSIGNEE's Copyrights in the Final Artwork, including bringing legal proceedings against infringers and issuing notice and take -down requests under the Digital Millennium Copyright Act (DMCA) (each a "Protection Action"), at the sole expense of ASSIGNOR.
6. Copyright Designation:
a) All displays and/or publications of the Final Artwork shall bear ASSIGNEE's copyright designation notice as suggested by the U.S. Copyright Office.
7. Term:
a) The Copyrights protection term of this irrevocable and exclusive assignment shall be for the full term of the copyrighted work, including its renewal term and any applicable extended renewal term of the Copyrights' protection. The terms, covenants, and provisions of this assignment shall inure to the benefit of ASSIGNEE, its officers, successors, assigns, and/or other legal representatives, and shall be binding upon said ASSIGNOR.
8. Effective Date:
a) This Agreement shall be effective as of the day, month and year first written above; upon signing by both PARTIES this Agreement; and upon the signature and placement of the official seal of a certified notary public on this Agreement. The term of this Agreement shall continue as detailed in section 7 "Term," above.
9. Warranty:
a) ASSIGNOR warrants and represents that:
The Final Artwork is an original visual work of authorship of ASSIGNOR;
ii. The ASSIGNOR as creative originator is the sole proprietor of the Final Artwork;
iii. The Final Artwork does not infringe any existing Copyrights; iv. The Final Artwork is not regarded by ASSIGNOR as Site -Specific Art and therefore ASSIGNOR will not seek legal protection for the Final Artwork as visual art that derives its meaning from the surrounding environment;
v. The ASSIGNOR has not entered into any assignments, transfers, licenses, contracts or mutual understandings in conflict with the terms and conditions of this Agreement; and
vi. There are no claims currently pending or threatened, nor does ASSIGNOR have any reason to believe that any claims will be brought or threatened in the future, against ASSIGNOR's rights, ownership, title or interests in the Final Artwork.
10 . Indemnification:
a) ASSIGNOR agrees to indemnify and hold harmless ASSIGNEE against any and all claims, lawsuits or legal actions made in connection with the Final Artwork, including but not limited to, any copyright infringement claims, moral rights violation claims, loss claims, personal and/or real property claims, injury claims, breach of contract claims, inverse condemnation claims, conversion claims, taking of property claims, and/or damage claims (including any related legal costs, attorney fees or expenses properly incurred by ASSIGNEE).
1 1. Delivery:
a) ASSIGNOR must provide ASSIGNEE with this Agreement, properly executed, signed, dated, and notarized and attach the required Exhibit A (Local Agency Agreement), Exhibit B (Final Artwork), Exhibit C (Material Object), Exhibit D (Project), Exhibit E (Preliminary Works) and Exhibit F (TA Proposal Application), necessary to give effect to this Agreement.
ASSIGNOR shall provide to ASSIGNEE the "original wet signature" of this Agreement with the attached above -mentioned Exhibits. ASSIGNOR will receive a copy of the fully executed Agreement.
12. General Terms:
a) Applicable Law: This Agreement must be read and construed according to the laws of the State of California and the PARTIES submit to the jurisdiction of the State of California.
b) Amendments: This Agreement may not be varied, modified, renewed, or revoked, unless agreed to by both PARTIES, made in writing and signed by both PARTIES, by a person in authority to contractually bind and sign on behalf of such party.
c) Severability: If any provision of this Agreement is held by a court to be unlawful, unconscionable, invalid, unenforceable or in conflict with any rule
or law, statute, ordinance or regulation, it is to be severed so that the validity and enforceability of the remaining provisions are not affected.
13. Further Agreements:
a) This instrument contains the entire and only agreement between the PARTIES and supersedes all pre-existing agreements between them respecting its subject matter. Any representation, promise, or condition in connection with said subject matter that is not incorporated in this Agreement shall not be binding upon either party.
IN WITNESS WHEREOF, the PARTIES have caused this Agreement to be executed the day and year first written above; by the signatures of each PARTY below; and by the signature and official seal of a certified notary public:
ARTIST (ASSIGNOR)
ARTIST (ASSIGNOR) NAME:
Cliff
Garten, President, Cliff Garten and Associates, Inc. DBA, Cliff Garten Studio ARTIST (ASSIGNOR) ADDRESS:
1315 Preston Way, Venice, CA 90291
ARTIST (ASSIGNOR) SIGNATURE:
DATE: 22/11/27
Cliff Garten, personally appeared before me,
, and proved to me with satisfactory
evidence to be the person whose name is subscribed to the above Assignment and Transfer of Copyright and Waiver of Moral Rights in Artwork, and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the Assignment and Transfer of Copyright and Waiver of Moral Rights in Artwork, did himself execute this Assignment and Transfer of Copyright and Waiver of Moral Rights in Artwork.
WITNESS MY HAND AND OFFICIAL SEAL:
SIGNATURE OF NOTARY PUBLIC
CALIFORNIA DEPARTMENT OF TRANSPORTATION (ASSIGNEE)
ASSIGNEE NAME:
ASSIGNEE SIGNATURE:
ASSIGNEE TITLE:
ASSIGNEE ADDRESS:
DATE:
APPROVED AS TO LEGAL FORM BY:
MARIA S. SAPIANDANTE, ATTORNEY FOR ASSIGNEE
CLIFGAR-01
CERTIFICATE OF LIABILITY INSURANCE
PDUGAN
DATE IMMIDDIYYYY)
11)7/2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsernent(s).
PRODUCER
Maury, Donnelly & Parr
24 Commerce St.
Baltimore, MD 21202
INSURED
Cliff Garten & Associates Inc (DBA) Cliff Garten Studio 1315 Preston Way
Venice, CA 90291
CANYI?Icr
PHONANC, Io, all: (410) 685-4625 , im;(410) 686-3071
EMAIL
ADDRe35-
INSURER(S) AFFORDING COVERAGE NAIC C
INSURER A :Sentinel Insurance Company, Ltd 11000
INSURER B: Hartford Insurance Companles#
INSURER C: Federal Insurance Company
INSURER D
INSURER E :
INSURER F
34690
.20281
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT 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 POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS CF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
MR TYPE OF INSURANCE NS° VIVO POLICY NUMBER POLICY EEO" IMIDDra%P rMi1lfDDlYYY'(y- rMM+DDIYYYYS LIMITS
COMMERCIAL GENERAL LIABILITY EACH ��!,� ANC
I.
CLAIMS -MADE € ^ I OCCUR X 30SBAUG4582 5/15/2022 5/15/2023 DAMA TO I.&kT:.i RENTED RSA) MEA gxP tar ms pe�aai)
PERSONAL a AOV INJURY
GEtrt AGGRE A pLIRM�IT APPLIES PER: GENERAL AGGREGATE
PDLIGY L' i : I LOC
OTHER'
A
A
X
AUTOMOBILE LIABILITY
ANY AUTO
OWNED
AUTOS RREE ONLY
X A�TOS ONLY X
B
UMBRELLA LIAB
EXCESS UAB
SCHEDULED
AUTOS
AUTOS B
OCCUR
CLAIMS -MADE
DED
RETENTIONS
WORKERS COMPENSATION
ANO EMPLOYERS' LIABILITY
ANpQp,�FICERIME�MTHOER EXCLUDFED? ECU[IVE
(Mandatory n init
Ii yet describe Under
DESCRIPTION OF OPERATIONS below
YIN
NIA
PRODUCTS-CQMPlDP AGO
30SBAUG4582
30WECLB0688
5/15/2022
7/27/2022
5/15/2023
7/27/2023
S
S
S
S
S
5 S
2,000,000
1,000,000
10,000
2,000,000
4,000,000
4,000,004
COMBINED Ea iKI,fQ t) SINGLE um
EGMLIIN. J. lRY.(Per preen) S.
BOOILY INJURY pot s Monti
PROPERTY DAMAGE
a
2,000,000
S
EACH OCCURRENCE
AGGREGATE
X [ PER
LEE _
E.L. EACH ACCIDENT
S
5 S
S
5 1,000,000
1,1100,000
E.L DISEASE -ER EMPLOYEE
E L DISEASE - POLICY LIMIT
Errors & Omissions 82224468 8(1512023 Aggregate
Errors & Omissions 82224468 8/15/2023 Retention
L`
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORD ID r, Additional RelnNrkf Schedute, may be abashed If mere space Is required) The City of Placentia and its elected and appointed boards. officers, ❑fficials, agents, employees, and volunteers are named as Additional Insured with respect to General Liability as required by written contract.
C
C
8/15/2022
8/15/2022
CERTIFICATE HOLDS CANCELLATION
City of Placentia
401 E. Chapman Avenue
Placentia, CA 92870
ACORD 25 (2016/03)
S
1,000,000
500,000
5,000
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
© 1988-2015 ACORD CORPORATION. All rights reserved,
The ACORD name and logo are registered marks of ACORD
POLICY NUMBER: 30SBAUG4582
COMMERCIAL GENERAL LIABILITY
CG 20 26 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - DESIGNATED
PERSON OR ORGANIZATION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional Insured Person(s) Or Organization(s):
The City of Placentia and its elected and appointed boards, officers, officials, agents, employees, and volunteers
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
A. Section II — Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"
caused, in whole or in part, by your acts or
omissions or the acts or omissions of those acting
on your behalf:
1. In the performance of your ongoing operations;
or
2. In connection with your premises owned by or
rented to you.
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III — Limits Of Insurance:
If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable Limits of
Insurance shown in the Declarations;
whichever is less.
This endorsement shall not increase the
applicable Limits of Insurance shown in the
Declarations.
CG 20 26 04 13
© Insurance Services Office, Inc., 2012 Page 1 of 1
AMENDMENT NO. 1 TO LANDSCAPE MAINTENANCE AGREEMENT
WITHIN STATE HIGHWAY RIGHT OF WAY ON SR -57 WITHIN THE CITY OF
PLACENTIA
This AMENDMENT NO. 1 to the Landscape Maintenance Agreement identified below as "AMENDMENT", is effective on , 20_, and is entered into by and between the State of California, acting by and through the Department of Transportation, hereinafter referred to as "STATE", and the City of Placentia, a municipal corporation, hereinafter referred to as "CITY", acting by and through its Mayor. CITY and STATE together are hereafter referred to as "PARTIES".
RECITALS:
1. PARTIES, entered into an agreement on September 15, 2021, entitled "LANDSCAPE MAINTENANCE AGREEMENT WITH THE CITY OF PLACENTIA" hereafter referred to as "AGREEMENT". AGREEMENT defined the terms and conditions applicable to CITY's LANDSCAPING duties at the various areas within STATE right of way, as shown in Exhibit "A" of AGREEMENT.
2. AGREEMENT by its terms provides that it may be modified or amended at any time upon mutual consent of the PARTIES.
3. The purpose of this AMENDMENT is to assign and expand the maintenance of the sculpture and mural artwork and surrounding landscaping hereinafter referred to as "Artwork".
4. Artwork has been installed or will be installed at the northwest intersection of Orangethorpe Avenue and the undercrossing slopes at Crowther Avenue within STATE right of way near State Route 57.
5. PARTIES desire to amend AGREEMENT as provided herein.
IT IS THEREFORE MUTUALLY AGREED:
6. EXHIBIT A, labeled "EXHIBIT A" is hereby amended to include EXHIBIT Al;
7. All other terms and conditions of AGREEMENT shall remain in full force and effect.
8. AMENDMENT is hereby deemed to be included and made a part of AGREEMENT. 1 IN WITNESS WHEREOF, PARTIES hereto have set their hands and seals the day and year first above written.
THE CITY OF PLACENTIA STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
By: TOKS OMISHAKIN
Rhonda Shader
Mayor
Initiated and Approved
By:
Damien Arrula
City Administrator
ATTEST:
By:
Director of Transportation
By:
Roberta C. Hettick, P.E.
Deputy District Director
Maintenance &
Operations
As to Form and Procedure:
By:
Robert S. McKinnell Attorney
Department of Transportation
City Clerk
By:
City Attorney
2 EXHIBIT Al
UFORA0
57 CALTRANS ROW
LANDSCAPING/
ARTWORK TO BE
MAINTAINED BY
ITY
Sculpture °'.
Artwork
PM 16.39
3 12-ORA-057-16.1-16.7
EA: 0T420
Project ID: 1222000047
Agreement No. 12-830 Al
AMENDMENT NO. 1 TO AGREEMENT 12-830
This Amendment No. 1 (AMENDMENT) to Agreement 12-830 (AGREEMENT), executed on and effective from , is between the State of California, acting through its Department of Transportation, referred to as CALTRANS, and:
City of Placentia, a body politic and municipal corporation or chartered city of the State of California, referred to hereinafter as CITY.
RECITALS
1. CALTRANS and CITY collectively referred to as PARTIES, entered into AGREEMENT on September 23, 2022, defining the terms and conditions for CALTRANS intends to provide funding to the CITY, and CITY agrees to procure artist(s), administer artist contracts, provide and install the Gateway Monument that includes and/or incorporates Transportation Art at post mile 16 on State Route 57, near the intersection of Orangethorpe Avenue and Crowther Avenue referred to as PROJECT.
2. The AGREEMENT established $50,000 in Clean Ca funds.
3. PARTIES now seek to amend to add to the PROJECT FUNDS $600,000.
Agreement No. 12-830 Al
IT IS THEREFORE MUTUALLY AGREED:
1. Article 8 in the AGREEMENT is replaced in its entirety to read as follows:
CALTRANS will pay CITY an amount not to exceed $650,000 from FUNDS required for PROJECT.
2. Article 16 in the AGREEMENT is replaced in its entirety to read as follows:
CALTRANS and CITY agree that the total amount of FUNDS paid out to CITY will not exceed $650,000.
3. All other terms and conditions of the AGREEMENT shall remain in full force and effect.
4. This AMENDMENT is deemed to be included and made a part of the AGREEMENT. 2 Agreement No. 12-830 Al
CONTACT INFORMATION
The information provided below indicates the primary contact information for each PARTY to this AGREEMENT. PARTIES will notify each other in writing of any personnel or location changes. Contact information changes do not require an amendment to AGREEMENT.
CALTRANS
Eric Dickson, Sr. Landscape Architecture
1750 E. 4th Street
Santa Ana, CA 92705
Office Phone: 657-328-6201
Mobile Phone: 949-279-8755
Email: [email protected]
CITY OF PLACENTIA
Luis Estevez, Deputy City Administrator
401 E. Chapman Ave
Placentia, CA 92870
Office Phone: (714) 993-8120
Email: [email protected]
3 Agreement No. 12-830 Al
SIGNATURES
PARTIES are authorized to enter into this AMENDMENT and have delegated to the undersigned the authority to execute this AMENDMENT on behalf of the respective agencies and hereby covenants to have followed all the necessary legal requirements to validly execute this AMENDMENT. By signing below, the PARTIES each expressly agree to execute this AMENDMENT electronically.
The PARTIES acknowledge that executed copies of this AMENDMENT may be exchanged by facsimile or email, and that such copies shall be deemed to be effective as originals.
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
Adnan Maiah
Deputy District Director
Strategic Portfolio Management
Single Focal Point
Verification of funds and authority:
Neda Saber
District Budget Manager
Certified as to financial terms and policies:
Darwin Salmos
HQ Accounting
CITY OF PLACENTIA
Damien Arrula
City Administrator
Attest:
Robert S. McKinnell
City Clerk
Approved as to form and procedure:
Christian L. Bettenhausen
City Attorney
4 TO:
VIA:
FROM:
DATE:
SUBJECT:
Placentia City Council
GENDA REPORT
CITY COUNCIL
CITY ADMINISTRATOR
DEPUTY CITY ADMINISTRATOR / PUBLIC SERVICES & INFRASTRUCTURE DECEMBER 6, 2022
REIMBURSEMENT AGREEMENT WITH THE YORBA LINDA WATER DISTRICT
TO ADJUST WATER AND SEWER FACILITIES AS PART OF CITY STREET
RESURFACING PROJECTS
FISCAL
IMPACT: NONE
SUMMARY:
The City of Placentia annually undertakes street resurfacing projects which sometimes involve adjustment or relocation of Yorba Linda Water District (YLWD) water and sewer facilities located on the street surface. YLWD has determined that it is more efficient and cost effective for the City, rather than YLWD, to carry out the adjustment of their facilities as part of these street resurfacing projects, including but not limited to water valves, sewer manhole covers and water vaults. The recommended actions are to approve a reimbursement agreement with YLWD to reimburse the City for its costs incurred adjusting YLWD facilities located in City streets as part of street resurfacing projects. The reimbursement cost is controlled by quantities and unit bid pricing provided by the paving contractor for adjusting YLWD infrastructure which is pre -approved by the YLWD. The term of the proposed reimbursement agreement is for three years which can be amended in the future to extend the term.
RECOMMENDATION:
It is recommended that the City Council take the following actions:
1. Approve the Reimbursement Agreement with the Yorba Linda Water District for a period of three (3) years; and
2. Authorize the City Administrator and/or his designee to execute all necessary documents, in a form approved by the City Attorney.
STRATEGIC PLAN STATEMENT
There is no specific Strategic Planning Goal of Objective associated with this agenda item.
1.i.
Dec 6, 2022
City Council Agenda
December 6, 2022
DISCUSSION:
The City of Placentia periodically undertakes street resurfacing projects which involve the adjustment or relocation of utility infrastructure located on the pavement surface. All local utility companies in Placentia have opted to adjust their infrastructure at their expense under an encroachment permit to the City. However, the Yorba Linda Water District (YLWD) has determined it is more efficient and cost effective for the City, rather than YLWD to carry out the adjustment of their facilities as part of City Street resurfacing projects, including but not limited to adjusting water valves, sewer manhole covers and water vaults. The recommended actions will approve the proposed reimbursement agreement with YLWD so that the City can be reimbursed for costs incurred adjusting the YLWD's facilities to grade as part of City Street resurfacing projects. The cost for this work is controlled by quantities and unit bid pricing provided by the contractor in its bid for the City street resurfacing project. The term of the proposed agreement shall be for three (3) years which can be amended in the future to extend the term.
Prior to awarding a construction contract, the City will provide YLWD with a copy of the low bidder's bid amount to adjust YLWD facilities on City paving projects to allow the YLWD the opportunity to either direct the City's contractor to complete this work or to opt to have the YLWD's contractor adjust their facilities under an encroachment permit to the City. Upon completion of the work the City will invoice YLWD for reimbursement pursuant to the terms of the proposed reimbursement agreement.
FISCAL IMPACT:
There is no immediate fiscal impact associated with the recommended actions. Reimbursement amounts will vary by project.
Prepared by:
Masoud Se ahi,
City Engin: -r
Revv ed and a p p rov cL
Damien R. Arrula
City Administrator
Reviewe• an . a oved:
Luis Estevez
Deputy City Administrator
Attachment:
Reimbursement Agreement with Yorba Linda Water District
REIMBURSEMENT AGREEMENT
REGARDING
ADJUSTMENT OF YLWD FACILITIES
This REIMBURSEMENT AGREEMENT REGARDING ADJUSTMENT OF
YLWD FACILITIES ("Agreement") is made and entered as of this 10th day of November, 2022 ("Effective Date"), by and between YORBA LINDA WATER DISTRICT, a public agency, created and operating under authority of Division 12 of the California Water Code ("YLWD"), and the CITY OF PLACENTIA, a municipal corporation ("CITY").
RECITALS
A. CITY periodically undertakes street improvement projects, a number of which involve construction, adjustment, or relocation of YLWD water and sewer facilities ("CITY Pro' ects").
B. The parties have determined that on certain projects, as determined by YLWD, it is more efficient and cost effective for CITY, rather than YLWD, to carry out the adjustment of, as part of the CITY Projects, YLWD facilities, including but not limited to water valves, water vaults, and sewer manhole covers ("YLWD Facilities").
C. For certain CITY Projects, as determined by YLWD, YLWD is amenable to the CITY'S adjustment of YLWD Facilities, which cost shall be reimbursed to CITY by YLWD as provided herein.
D. The parties intend for all YLWD Facilities to remain the property of YLWD.
AGREEMENT
NOW, THEREFORE, for good and valuable consideration, the sufficiency and receipt of which are hereby acknowledged, the parties agree as follows:
SECTION 1. YLWD FACILITIES. CITY shall provide YLWD with the CITY'S contractor bid amount to adjust YLWD Facilities for CITY Projects so YLWD has the opportunity to bid the adjustment of the same YLWD Facilities for CITY Projects to compare the two amounts and determine whether to authorize the CITY to adjust the YLWD Facilities for the amount stated in the CITY'S contractor bid amount. Only YLWD Engineering Manager, Assistant General Manager, or General Manager may provide such authority, which must be in writing (email is acceptable). If YLWD authority is provided to CITY, CITY shall initiate, and pursue to completion, construction of the CITY Projects, including the adjustment of YLWD Facilities as shown on the plans and specifications for the CITY Projects. YLWD shall cooperate with CITY regarding the construction and schedules for adjustment of YLWD Facilities.
SECTION 2. NON-EXCLUSIVE. This Agreement shall be non-exclusive and YLWD retains the right to use its own contractor, and is not obligated to use CITY'S contractor, for CITY 1 Reimbursement Agreement
Projects. YLWD retains the right to approve or reject the contract price of the CITY'S contractor on a project -by -project basis as described above in Section 1.
SECTION 3. REIMBURSEMENT. Within thirty (30) days following receipt from CITY of each invoice for the portion of construction progress payment attributable to YLWD Facilities, together with supporting documentation, YLWD shall approve the work being invoiced upon its determination that such work has been completed to YLWD standards and satisfaction; and shall pay to the City the amount of such invoice. YLWD shall not pay more than amount stated in its written authorization in Section 1 above unless, by mutual written agreement by the parties, it is determined that changed circumstances or unforeseen conditions necessarily resulted in additional construction costs more than the authorized amount.
SECTION 4. LAWS, ORDINANCES, RULES AND REGULATIONS. CITY shall require in its contract for adjustment of YLWD Facilities that its contractor be fully informed of and comply with all laws, ordinances, rules and regulations, including, but not limited to, all applicable requirements of the California Labor Code, prevailing wage laws, and YLWD Rules and Regulations regarding adjustment of YLWD Facilities.
SECTION 5. INSPECTION. YLWD shall be entitled to inspect the adjustment of YLWD Facilities as it deems necessary to assure compliance with YLWD Standard Drawings and Specifications, including shop drawing review and/or material inspection thereof. YLWD shall promptly notify CITY of any portion of the work on YLWD Facilities which appears not to conform to YLWD's Standard Drawings and Specifications. YLWD's determination regarding conformity of YLWD Facilities with YLWD Standard Drawings and Specifications shall be made in YLWD's sole and absolute discretion. CITY shall require its contractor to adjust YLWD Facilities so the YLWD Facilities conform to YLWD Standard Drawings and Specifications.
SECTION 6. ACCEPTANCE AND WARRANTY. YLWD shall accept the YLWD Facilities when the respective CITY Projects, which includes the YLWD Facilities, have been (a) completed, including any change orders approved by YLWD, as provided in Section 4 hereof and (b) accepted by CITY. At the time of completion and acceptance of a given CITY Project, CITY agrees to furnish YLWD with "as -built" drawings for the YLWD Facilities. CITY shall warrant YLWD Facilities for one year following YLWD's acceptance of the YLWD Facilities.
SECTION 7. OWNERSHIP. YLWD owns the YLWD Facilities and shall continue to own, operate, and maintain the YLWD FACILITIES following acceptance described in Section
6. GENERAL PROVISIONS
SECTION 8. RECITALS. The Recitals set forth above are true and correct.
SECTION 9. MUTUAL INDEMNIFICATION. CITY shall indemnify, defend and hold YLWD, its officers, agents and employees, harmless from any expense, liability or claim for 2 Reimbursement Agreement
death, injury, loss, damage or expense to persons or property which may arise or is claimed to have arisen during adjustment of the YLWD Facilities and prior to acceptance by YLWD, as a result of any work or action performed by CITY or on behalf of CITY, except for the sole negligence, willful misconduct, or breach of this Agreement by YLWD, or its elected officials, officers, volunteers, agents and employees.
YLWD shall indemnify, defend and hold CITY, its officers, agents, and employees, harmless from any expense, liability or claim for death, injury, loss, damage or expense to persons or property which may arise or is claimed to have arisen either (i) as a result of any act performed by YLWD, its officers, agents, or employees, regarding adjustment of YLWD Facilities, or (ii) following YLWD acceptance of the YLWD Facilities, regarding maintenance and operation of the YLWD Facilities, except for the sole negligence, willful misconduct, or breach of this Agreement by CITY, or its elected officials, officers, volunteers, agents and employees.
SECTION 10 0. INSURANCE AND BONDING. CITY shall cause its contractors for the adjustment of YLWD Facilities to obtain insurance coverage sufficiently broad to insure the matters set forth in this Agreement and to include YLWD as an additional insured on all insurance policies that CITY requires its contractors to provide. As evidence of such insurance coverage, CITY shall, prior to commencement of adjustment of YLWD Facilities, provide YLWD with certificates of insurance and insurance endorsements procured by the City's contractor in forms that are acceptable to YLWD. Prior to commencement of construction, CITY shall furnish to YLWD a surety bond procured by the City's contractor on the Project, which shall be in full force and effect for one (1) year from the date of YLWD's acceptance (defined in Section 5) of the YLWD Facilities. The surety bond shall be in an amount not less than one hundred (100) percent of the engineer's estimate of the cost to adjust the YLWD Facilities ("Engineer's Estimate").
SECTION 1 1. TERMINATION. Either party shall have the right, upon written notice to the other which shall become effective five (5) days after receipt pursuant to Section 14, to terminate this Agreement at any time, subject to the provisions of this section. If at the requestor direction of YLWD, the YLWD Facilities adjustment is not fully completed, YLWD shall remain obligated for YLWD Facilities partially completed and accepted by YLWD to the date of termination. In the event of termination by YLWD prior to the full completion of adjustment of YLWD Facilities, neither the City nor its contractor or surety shall be obligated to continue adjustment of YLWD Facilities to full completion; and such cost, labor, and work shall be the obligation of YLWD. In the event of termination by either party, YLWD shall have 15 days to either approve the work completed up to the date of termination and/or deem unapproved work as incomplete; which, work, shall then be completed at the cost, labor, and expense of YLWD.
SECTION 12. NOTICE. Any notice or other written instrument required or permitted by this Agreement to be given to either party shall be deemed received either when personally served or three (3) calendar days after being deposited in the U.S. Mail, postage prepaid, registered or certified and addressed as follows:
3 Reimbursement Agreement
YLWD:
Yorba Linda Water District
1717 E. Miraloma Avenue, Placentia, CA 92870
Attn: Rosanne Weston, Engineering Manager
CITY:
City of Placentia
401 E. Chapman Avenue,
Placentia, CA 92870
Attn: Masoud Sepahi, City Engineer
If the parties agree to accept electronic service, service of any notice may be effectuated by email to an email address provided by the parties.
SECTION 13. SUCCESSORS AND ASSIGNS; INTEGRATION; AMENDMENT.
This Agreement shall be binding upon and inure to the benefit of the successors and assigns of CITY and YLWD. This Agreement constitutes the entire Agreement between CITY and YLWD and supersedes all prior understandings and Agreements between the parties with respect to the subject hereof. This Agreement may be modified only in writing, signed by both parties hereto.
SECTION 14. RESOLUTION OF DISPUTES. If any dispute shall arise with respect to this Agreement and is not resolved voluntarily by the parties hereto, or, otherwise, by some form of mutually agreeable alternative resolution prior to the pursuit of judicial remedies by either party, then such dispute shall be determined by a general judicial reference pursuant to California Code of Civil Procedure Sections 638 et seq. in the County of Orange, before one general referee.
Nothing herein shall be construed to waive or replace any claims presentation requirements under applicable law.
The parties shall meet to select the referee no later than thirty (30) days after service of the initial complaint on all defendants named in the complaint. The referee shall be a retired judge who has served in either the California Superior Court or Federal Court in Orange County, California with substantial experience in the type of matter in dispute and without any relationship to either party, unless the parties agree otherwise.
All other fees and costs incurred in connection with the judicial reference proceeding, including the cost of the stenographic record, shall be advanced equally by the parties. However, the referee shall have the power to reallocate such fees and costs among the parties in the referee's final ruling.
SECTION 15. LEGAL FEES. In the event of any legal action or proceeding involving the parties to this Agreement and in connection with this Agreement, the prevailing party shall be entitled to recover from the losing party all of its costs and expenses, including court costs and reasonable attorneys' fees.
4 Reimbursement Agreement
SECTION 16. SEVERABILITY. If any term, provision, covenant or condition of this Agreement is held to be invalid, void or otherwise unenforceable, to any extent, by any court of competent jurisdiction, the remainder of this Agreement shall not be affected thereby, and each term provision, covenant or condition of this Agreement shall be valid and enforceable to the fullest extent permitted by law.
SECTION 17. APPLICABLE LAW. This Agreement shall be construed and enforced in accordance with the laws of the State of California. Venue shall be Orange County, California.
SECTION 18. WAIVER. The waiver of any provision of this Agreement by either party shall not be deemed to be a waiver of any other provision or of any preceding or subsequent breach hereunder.
SECTION 19. FURTHER COOPERATION. The parties agree to execute, acknowledge if appropriate, and deliver any and all documents and cooperate in performing any and all acts in any commercially reasonable manner as may be necessary to carry out the intent of this Agreement as set forth in the Recitals and implement the terms and conditions of this Agreement.
SECTION 20. CONSTRUCTION. The terms and conditions contained herein shall not be construed in favor of or against either party but shall be construed as if both parties prepared the Agreement.
SECTION 21. FORCE MAJEURE. Upon written notice by a party, the respective duties and obligations of the parties hereunder shall be suspended for the time period that performance of the parties is prevented or impeded by a pandemic, work force strikes, riots, fire, flood, state or county regulatory action, war, or terrorism.
SECTION 22. TERM. The term of this Agreement is for three (3) years from the Effective Date unless either terminated sooner as provided herein or extended by written amendment to this Agreement as provided herein.
SECTION 23. ELECTRONIC SIGNATURES / COUNTERPARTS. Any party may execute this Agreement using an "electronic signature," as that term is defined in California Civil Code Section 1633.2, or a "digital signature," as defined by California Government Code Section
16.5. An electronic or digital signature will have full legal effect and enforceability. This Agreement may be executed in multiple counterparts, each of which is an original. All signatures taken together will be considered as one and the same agreement. (signatures on the following page)
5 Reimbursement Agreement
IN WITNESS HEREOF, the parties have executed this Agreement as of the Effective Date.
YORBA LINDA WATER DISTRICT CITY OF PLACENTIA
By: By:
Richard Mark Toy
General Manager
Damien R. Arrula
City Administrator
REVIEWED BY: ATTEST:
By:
Rosanne P. Weston
Engineering Manager
APPROVED AS TO FORM:
Kidman Gagen Law LLP
By:
Andrew B. Gagen
General Counsel
By:
Robert S. McKinnell
City Clerk
APPROVED AS TO FORM:
6 Reimbursement Agreement
TO:
FROM:
DATE:
SUBJECT:
Placentia Cit Council
AGENDA REPORT
CITY COUNCIL
CITY ADMINISTRATOR
DECEMBER 6, 2022
PLACENTIA SMALL BUSINESS EMERGENCY RELIEF GRANT PROGRAM TO
ASSIST SMALL BUSINESSES LOCATED WITHIN ELIGIBLE CDBG CENSUS TRACT AREAS THAT HAVE BEEN AFFECTED BY THE COVID-19 PANDEMIC (ROUND 4)
FISCAL
IMPACT: REVENUE: $150,000 (302534-4201 232502-4201)
EXPENSE: $150,000 (302534-6401 232502-6401)
SUMMARY:
The COVID-19 pandemic had a significant financial impact upon Placentia's local economy. As a way to ensure that small businesses could thrive during the pandemic, the City allowed various forms of outdoor dining. Many small businesses have continued to express interest in outdoor dining and the County of Orange has approached the City with an eligible grant that would facility temporary and permanent outdoor dining spaces. This action approves the continuation of the Placentia Small Business Emergency Relief Grant Program for a fourth round to assist Placentia small businesses within the Census Tract in the Low to Moderate Income areas that were affected by the COVID-19 pandemic. Program costs in the amount of $150,000 will be grant funded by the Coronavirus Aid, Relief, and Economic Security (CARES) Act through the County of Orange Community Development Block Grant Funds (CDBG-CV).
RECOMMENDATION:
It is recommended that the City Council take the following actions:
1. Authorize the continuation of the Placentia Small Business Emergency Relief Grant Program to assist Placentia small businesses within the Census Tract in the Low to Moderate Income areas affected by the COVID-19 pandemic; and
2. Authorize the City Administrator and/or City Attorney to make non -substantive changes to the program guidelines, application and associated documents, as necessary; and
3. Adopt Resolution No. R-2022-85, A Resolution of the City Council of the City of Placentia, California authorizing a budget amendment in Fiscal Year 2022-23 in compliance with City Charter of the City of Placentia §§1206 and 1209 pertaining to appropriations for actual expenditures; and
1.j.
Dec 6, 2022
City Council Agenda
December 6, 2022
4. Authorize the City Administrator and/or his designee to execute all necessary documents, in a form approved by the City Attorney to receive the Coronavirus Aid, Relief, and Economic Security (CARES) Act through the County of Orange Community Development Block Grant Funds (CDBG-CV) and distribute the funds.
STRATEGIC PLAN STATEMENT:
This item is consistent with the City Council approved 5 -Year Strategic Goal to Ensure Long -Term Fiscal Sustainability, under Objective #1.4, which is to protect and preserve existing economic development/property nodes throughout the City to maximize revenue opportunities.
DISCUSSION:
The COVID-19 pandemic has had a significant financial impact upon Placentia's local economy.
During various Stay at Home Orders and other restrictions, restaurants were permitted to have limited and temporary outdoor dining opportunities. Subsequently, the City has adopted an administrative use permit process which allows restaurant businesses which meet certain conditions to have more permanent outdoor dining. In addition, the City has recently reorganized the 100 block of Santa Fe Street within Old Town to facilitate more outdoor dining opportunities while also allowing thru traffic. The next step in both of these processes is for both permanent and temporary outdoor dining structures to be constructed within eligible census tract areas funded by this grant program, which includes the Old Town Area. Attachment 2 to this report outlines all of the eligible census tract areas that may be eligible for this grant program.
Previous Small Business Grants Efforts by Placentia
First Round of the Placentia Small Business Emergency Relief Grant Program ($207,025) On May 19, 2020, the City Council approved the First Round of the Placentia Small Business Emergency Relief Grant Program to small businesses with a maximum grant request of $10,000.
The City opened its application period from May 21, 2020 to May 28, 2020. During this timeframe, the City received a total of 82 applications and after a comprehensive review process, awarded 34 applicants with grant awards ranging from $5,000 to $7,000.
Supervisor Doug Chaffee's Additional Grant Award ($612,975) On July 23, 2020, the City, in partnership with County Board of Supervisor Doug Chaffee, awarded the remaining small businesses from the First Round of the Placentia Small Business Emergency Relief Grant Program. This included all 82 applications receiving the maximum grant award of $10,000.
Second Round of the Placentia Small Business Emergency Relief Grant Program ($170,000)
On February 2, 2021, the City Council approved the Second Round of the Placentia Small Business Emergency Relief Grant Program to small businesses with a maximum grant request of $5,000. The City opened its application period from February 3, 2021 to March 1, 2021. During this timeframe, the City received a total of 129 applications and after a comprehensive review process, awarded 35 applicants with grant awards ranging from $2,410 to $5,000.
City Council Agenda
December 6, 2022
Page3of4
Outdoor Dining in Old Town Placentia ($60,329)
On July 21, 2020, the City Council approved temporary Outdoor Dining in Old Town Placentia by closing Santa Fe Avenue from Bradford Avenue to Main Street. This resulted in a greater use of the public street and provided a safe environment for patrons to dine out while maintaining the appropriate social distancing requirements. The City Council also approved the purchase of temporary curbside pick-up signs, tables, chairs, umbrellas, landscape enhancements, new signage and water filled security barriers and commercial outdoor planters that served as barriers for both pedestrian and traffic control.
Citywide Outdoor Dining Grant Application ($50,000)
On July 21, 2020, the City Council also approved funding support for businesses citywide with outdoor dining to fund outdoor furniture, supplies, and equipment. The City awarded 25 businesses with grants in the amount of $2,000 each for their outdoor dining efforts due to the Covid-19 pandemic.
Third Round of the Placentia Small Business Emergency Relief Grant Program ($406,848) On September 7, 2021, the City Council approved the continuance of the Placentia Small Business Emergency Relief Grant Program to small businesses in Placentia needing financial assistance in overcoming the temporary loss of revenue due to the COVID-19 pandemic. The program is based upon the availability of the County of Orange CDBG funds, program guidelines, and submission of all required information and supporting documentation. The program will grant small businesses with 25 or fewer employees a working capital grant of up to five thousand dollars ($5,000) to support payroll expenses, rent, mortgage payments, utility expenses, or similar expenses that occur in the ordinary course of business from March 27, 2020 to May 31, 2021.
Based upon the County's allocation of $406,848, the City would be able to assist approximately 81 small businesses within the City.
Proposed Fourth Round of the Placentia Small Business Emergency Relief Grant Program ($150,000)
Staff is proposing the continuance of the Placentia Small Business Emergency Relief Grant Program to small businesses within the Low- and Moderate -Income areas of the Census Tract (as illustrated in Attachment 2) in Placentia needing financial assistance in overcoming the temporary loss of revenue due to the COVID-19 pandemic. The program is based upon the availability of the County of Orange CDBG funds, program guidelines, and submission of all required information and supporting documentation. The program will provide a working capital grant of up to fifteen thousand dollars ($15,000) for businesses within the 100 block of Santa Fe Avenue and up to twenty-five thousand dollars ($25,000) for all other businesses within the Low - and Moderate -Income areas of the Census Tract. The grant will be used to support outdoor dining amenities, including permanent structures, temporary ADA platforms, tables and chairs, landscape or similar expenses that occur from January 11, 2023 through August 31, 2023.
To be eligible, businesses must meet the following requirements:
• Small businesses in the Low -and Moderate -Income areas of the Census tract in the City • Main place of business must be within the Low- and Moderate -Income areas of the Census tract in the City
City Council Agenda
December 6, 2022
• Applicant must have and provide a Data Universal Numbering system (DUNS) number at time of application
• Applicant must be willing to attest to a statement verifying that the award was used for costs necessary due to impacts associated with COVID-19 • Applicant must be willing to attest to a statement verifying they are in compliance with all local, state, and federal COVID-19 guidelines and orders • Must be open and in operation for at least 12 months
• Must not have any existing municipal code violation(s) In terms of approving the applications, Staff is recommending a point -rating system rather than a first -come, first -served system in order to assist businesses with higher need, longer tenancy in the City, or other application criteria to provide funds to those businesses that have been most impacted by the COVID-19 pandemic closures.
FISCAL IMPACT:
The City will be awarded the Coronavirus Aid, Relief, and Economic Security (CARES) Act through the County of Orange Community Development Block Grant Funds (CDBG-CV3) in the amount of $150,000 that will be used for the Small Business Emergency Relief Grant Program.
Prepared by:
Je
As istar)t toy _ ' Administrator/
Economic Development Manager
Reviewed and approved:
Damien R. Arrula
City Administrator
Reviewed and approved:
Jennifer Lampman
Director of Finance
Attachments:
1. Guidelines and Application
2. Map of Census Tract Low and Moderate Areas
3. Resolution No. 2022-85 - Budget Resolution
PLACENTIA SMALL BUSINESS
EMERGENCY RELIEF GRANT PROGRAM
ROUND 4
Funded by:
County of Orange
Approved by:
Placentia City Council on December 6, 2022
Applications Due — Tuesday, January 31, 2023 at 5:00 p.m.
I. APPLICATION INSTRUCTIONS
A. INTRODUCTION
The County of Orange has notified the City of Placentia that they will receive a formula allocation of funding by the Coronavirus Aid, Relief, and Economic Security (CARES) through the County's Community Development Block Grant Funds (CDBG- CV3) to be used specifically for small businesses in within the Low- and Moderate - Income areas of the Census Tract in Placentia that have been directly impacted by the COVID-19 pandemic. On December 6, 2022 the Placentia City Council approved the allocation of these funds. The City of Placentia is accepting applications from businesses that meet the following requirements:
• Small businesses in the Low- and Moderate -Income areas of the Census Tract • Main place of business must be in Placentia within the Low- and Moderate - Income areas of the Census Tract
• Applicant must have and provide a DUNS number at time of application • Applicant must be willing to attest to a statement verifying that the award was used for costs necessary due to impacts associated with COVID-19 • Applicant must be willing to attest to a statement verifying there are in compliance with all local, state and federal Covid-19 guidelines and orders. • Funds can't be used for tax revenue replacement, to pay for loans or overtime
• Must be open and in operation for at least twelve (12) months • Must not have any existing municipal code violation(s) B. AVAILABLE FUNDING
The program is based on the availability of County funds, program guidelines, and submission of all required information. Based on the criteria stated above, eligible applicants will receive a working capital grant of up to fifteen thousand dollars ($15,000) for businesses within the 100 block of Santa Fe Avenue and up to Placentia Small Business Emergency Relief Grant Program — Round 4
ATTACHMENT 1
twenty-five thousand dollars ($25,000) for all other businesses within the Low - and Moderate -Income areas of the Census Tract. The grant will be used to support outdoor dining amenities, including permanent structures, temporary ADA platforms, tables and chairs, landscape or similar expenses that occur from January 11, 2023 through August 31, 2023.
D. APPLICATION GUIDELINES
1. All applications must follow the formatting described below or be subject to penalty points:
a. Only one application per business will be accepted;
b. Required documents must be attached to this application; c. The completed and signed application including any and all supporting documentation must be emailed to Jeannette Ortega, Assistant to the City Administrator at [email protected] or via address at 401 E. Chapman Avenue, Placentia, CA 92870.
2. List of Ineligible Applicants
a. Any activity that is not directly related to the COVID-19 pandemic b. Reimbursement for expenses that have been accrued prior to January 11, 2023
c. Expenses currently paid for by other funding sources d. Political activities and lobbying
F. REVIEW PROCESS AND SCORING
1. Review Process
The Grant Review Committee will review and score all applications based on the scoring categories. Staff will prepare a list of the rated applications from highest score to lowest score, including the Committee's recommendation, this will be given to the City Administrator for review and approval.
A program timeline for the review process is below but subject to change:
December 7, 2022
January 31, 2023
February 6-7, 2023
February 9, 2023
Applications are available
Applications DUE by 5:00 p.m.
Committee reviews and scores all applications
Committee recommends funding allocations to City
Administrator
2. Scoring Categories
Applications will be rated and ranked on the basis of their responses to the application elements.
1. Business Description 20 points
Placentia Small Business Emergency Relief Grant Program — Round 4
ATTACHMENT 1
2. Estimated Adverse Economic Impact 20 points
3. Need for Funds 20 points
4. Sales Tax Generation 20 points
5. Documentation 20 points
G. RESERVATION OF RIGHTS
The City of Placentia reserves the right, at its sole discretion, to award all, a portion, or none of the available County funding, and may reject any and all applications based on the quality and/or merits of the application, or when it is determined to be in the public interest to do so. Furthermore, the City may extend deadlines and timeframes, as needed.
The City of Placentia reserves the right to substantiate any applicant's qualifications, financial information, capability to perform and availability.
The City of Placentia reserves the right to waive any informalities in application, to accept any application or portion thereof, and, to reject any and all applications, should it be in the best interest of the City to do so.
H. POST AWARD AND SUB -RECIPIENT CRITERIA
All awards are subject to the City's receipt of its funding appropriation from the County of Orange. The City of Placentia is committed to monitoring the performance of grant recipients to ensure that all funds are used appropriately.
Business that have been awarded the grant must remain operational for a period of three months after receipt of funds. If a business closes during the three-month period after receipt of funds, the business must pay back the grant amount to the City of Placentia within 30 days of the business closing.
Placentia Small Business Emergency Relief Grant Program — Round 4
ATTACHMENT 1
Placentia Small Business
Emergency Relief Grant Program - Round 4
Application
Business Name
Business
Address
Business
Owner's Name
Phone
Email
Landowner's
Business Name
Phone
Email
Person who
completed the
Application
Phone
Email
Amount of Funds Requested
$
DUNS Number
(required)
When did your business
begin to operate in
Placentia? Month and Year.
Did your business shut down during the
pandemic?
Yes No
Is your business fully open for business
during the time of this application submittal?
Yes No
If yes, how long has your business been
reopened? If it has not been reopened,
please explain.
L. Business Description
Describe the type of business you own and hours of operations? Placentia Small Business Emergency Relief Grant Program — Round 4
ATTACHMENT 1
?. Estimated Adverse Economic Impact as a Result of COVID-19 a. What were your business revenues during the affected impact date? (March 27, 2020 to March 26, 2021)
b. What were your business revenues during that SAME period of the prior year? (March 27, 2019 to March 26, 2020.)
c. How many people did you employ prior to the COVID-19 pandemic? d. How many people do you currently employ?
e. Do any of your employees live in Placentia? If yes, how many? f. What is your current monthly lease/rent?
g. How much sales tax, if any, does your business produce over the course of 12 months?
h. Have you received COVID-19 related capital through other alternative sources? If so, how much?
Need for Funds as it Relates to COVID-19
Please provide an explanation of what adverse economic effects the COVID-19 pandemic has on your business, and why these funds are essential to address this need.
4. Grant Funding Purpose
Describe exactly what and/or who will this grant funding be used for. Provide a narrative explaining the budget and expenses for the program.
Placentia Small Business Emergency Relief Grant Program — Round 4
ATTACHMENT 1
Signature of the Executive Authority
My signature below confirms that I have read and understand the guidelines set forth in this application. If my application is approved, I will adhere to the terms described in the application and use the funds according to these guidelines and the guidelines set forth by the County. I will be able to provide the appropriate documentation to the City on the funds used for the stated purpose. I further acknowledge that I have not received other COVID-19 disaster assistance funds for the same recovery purpose as set forth in this application. Failure to meet these guidelines will require me to forfeit the funds to the City of Placentia upon City's request.
Name Title
Signature Date
Placentia Small Business Emergency Relief Grant Program — Round 4
ATTACHMENT 1
City of Placentia
Census Tract Areas in the Low- and Moderate -Income Level (117.14, 117.16, 117.20, 117.21 and 117.22)
T
777.08_. •'777.70
Coil/Limy':
775.0
14.024 115.03
--. E Chapman Ave L j
74.63 -1- 775.02
L
iorpe Ave
-�' 777.7e
864.04
02 . T
218.22'
I
Yorba Linda Blvd 218.02 1,„00O.Lind
278.701
Buena VOA Ave
7 17.18 218.09
Alta Vista St
J T r3,
Buena Vista Ave,
E la Palma Ave
RESOLUTION NO. R-2022-85
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
PLACENTIA, CALIFORNIA AUTHORIZING A BUDGET
AMENDMENT IN FISCAL YEAR 2022-23 IN COMPLIANCE
WITH CITY CHARTER OF THE CITY OF PLACENTIA §§ 1206
AND 1209 PERTAINING TO APPROPRIATIONS FOR
ACTUAL EXPENDITURES.
A. Recitals.
(i). The adopted budget for the 2022-23 Fiscal Year sets out estimated appropriations for City expenses throughout the year.
(ii). From time to time the adopted budget must be adjusted when precise expenditures are finally determined or when estimated expenditures exceed projected costs allocated.
(iii). City Charter of the City of Placentia § 1206 authorizes the City Council to amend or supplement the budget by motion adopted by the affirmative votes of at least three members so as to authorize the transfer of unused balances appropriated for one purpose to another purpose, or to appropriate available revenues not included in the budget. All other legal prerequisites to the adoption of this Resolution have occurred.
B. Resolution.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF PLACENTIA DOES HEREBY FIND, DETERMINE AND RESOLVE AS FOLLOWS:
1. In all respects as set forth in the Recitals, Part A., of this Resolution.
2. The adopted budget for Fiscal Year 2022-23, Resolution No. R-2022-43, is hereby amended to adjust the following accounts as specified below:
Fund
Description
Department
GL Account
Amount
Type
Community
Development Block
Grant Fund
Community
Programs
Development
Services
302534-4201
JL# 232502
$150,000
Expense
Community
Development Block
Grant Fund
Federal Grants
Development
Services
302534-6401
JL#232502
$150,000
Revenue
3. The Mayor shall sign this resolution, and the City Clerk shall attest and certify to the passage and adoption thereof.
Resolution R-2022-85
ATTACHMENT 3
PASSED, ADOPTED AND APPROVED THIS 6th DAY OF DECEMBER 2022.
Rhonda Shader, Mayor
ATTEST:
Robert McKinnell, City Clerk
STATE OF CALIFORNIA
COUNTY OF ORANGE
I, Robert McKinnell, City Clerk of the City of Placentia, do hereby certify that the foregoing resolution was adopted at a regular meeting of the City Council of the City of Placentia held on the 6th day of December 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Councilmembers:
Councilmembers:
Councilmembers:
Councilmembers:
Robert McKinnell, City Clerk
APPROVED AS TO FORM:
Christian Bettenhausen, City Attorney
Resolution R-2022-85
Placentia Cit Council
AGENDA REPORT
TO: CITY COUNCIL
VIA: CITY ADMINISTRATOR
FROM: DEPUTY CITY ADMINISTRATOR / PUBLIC SERVICES & INFRASTRUCTURE DATE: DECEMBER 6, 2022
SUBJECT: CONTRACT FOR THE PURCHASE, FABRICATION, AND INSTALLATION OF
A MANUFACTURED BUTLER BUILDING FOR THE PLACENTIA PUBLIC SAFETY CENTER PROJECT, NO. 5213
FISCAL
IMPACT: EXPENSE: $ 939,809
AVAILABLE BUDGET: $6,180,625 FY 2022-23 CIP BUDGET (105213-6850) SUMMARY:
A contract for the design, fabrication and installation of a new steel Butler Building for the Placentia Public Safety Center is presented to the City Council for its consideration to allow work to begin on this critical element of the new facility. The procurement of the building has been facilitated using the piggyback provision in the City's existing purchasing policy. This process allows the City to purchase goods and services through leveraged procurement agreements that have previously been competitively bid by other governmental agencies. Given the long lead time to fabricate the building and the fact that the City's lease for its existing rented evidence and property storage facility is set to expire at the end of 2023, this element of the project will need to be advanced to keep the delivery of the facility on schedule. The building requires additional engineering and building plan check review before it can go into final production and the City can save money and time by utilizing leveraged procurement agreements to advance the project.
RECOMMENDATION:
It is recommended that City Council take the following actions:
1. Approve a contract with BlueScope Construction pursuant to Sourcewell procurement contract 013019-BSC in the amount of $939,809, to design, build and install a new Butler Building for the Placentia Public Safety Center; and
2. Authorize the City Administrator to approve contract change orders up to 10% of the total not -to -exceed contract amount or $93,980; and
3. Authorize the City Administrator to execute the above -mentioned contract, in a form approved by the City Attorney.
1.k.
Dec 6, 2022
City Council Agenda
December 6, 2022
STRATEGIC PLAN STATEMENT:
This item conforms to Strategic Plan Goal 5, Implement Public Infrastructure to Meet Community Needs, and Objective 5.4, Construct the Placentia Public Safety Center.
DISCUSSION:
On March 1, 2022, the City Council selected a preferred project alternative for the Placentia Public Safety Center and directed Staff to finalize the construction drawings and bid documents to construct this facility. The new 18,000+ square foot facility will primarily house the Police Department's evidence and property storage operations and shooting range as well as a new public safety communications center and emergency operations and training center. The City currently leases a light industrial/commercial building for property and evidence storage.
The facility will consist of a manufactured steel Butler Building that will be used for property and evidence storage and the main building that includes the shooting range which will be constructed with CMU block. Since the City's lease for its existing property and evidence building is set to expire in December 2023, the project will need to be phased to allow the construction of the Butler Building to proceed first so that it can be completed prior to the expiration of the City's current lease. In addition, long lead times for the final design and fabrication of the Butler Building requires the City to advance this portion of the project work scope sooner rather than later to keep the project delivery on schedule. In addition, the Butler Building will have its own separate construction documents that will require additional engineering and plan check review.
Phase 1 construction will entail demolition, grading, subsurface utility work, and the footings and slab for the Butler Building. A separate construction contract for Phase I will be presented to the City Council for its consideration and approval. Phase II construction will entail the construction of the main building under a separate construction contract. This project delivery methodology will allow the City to construct and occupy the newly constructed evidence and property storage building before the City's current lease expires. Construction of the main building will continue into early 2024 and Staff anticipates beginning operations in that portion of the facility late in the first quarter of 2024.
The proposed contract with BlueScope Construction is for the design/build and installation of the Butler Building. The building will be manufactured offsite and then transported and placed on the newly completed slab and footings and connected to utilities. This type of building is less expensive than traditional construction and was incorporated into the project scope as part of the value engineering process. The Butler Building can be purchased from an existing mass procurement agreement with Sourcewell. Sourcewell serves local government and schools by managing large scale leveraged procurement agreements that are competitively bid and vetted by Sourcewell. Once Sourcewell has approved contracts with vendors and contractors, they are then able to offer local governments and school districts set low bid pricing for various commodities as well as discounted construction costs. The City has used Sourcewell in the past for various vehicle and equipment purchases. Pursuant to the City's existing purchasing policy, the City can piggyback off existing competitively bid contracts such as Sourcewell's contract with BlueScope construction for engineered Butler Buildings. Staff forwarded the proposed agreement
City Council Agenda
December 6, 2022
with BlueScope to Sourcewell's staff who confirmed that it conforms to the existing Sourcewell contract for this procurement. In addition, Staff conducted a reference check on BlueScope Construction with other public agencies that have contracted with them for similar manufactured steel Butler buildings all of whom provided favorable reviews of Bluescope Construction, as well as the quality of their work and overall responsiveness.
FISCAL IMPACT:
The total cost for this contract amounts to $939,809 with an additional $93,980 set aside for contingencies. A total of $6,250,000 has been budgeted for this project thus far. As such, sufficient funds exist for the recommended actions.
Prepared by: Reviewed and approved:
Masou: S
City Engin
Reviewed and approved:
Jennifer Lampman
Director of Finance
Reviewed and approved:
Damien R hula
City Administrator
Attachment:
Contract with BlueScope Construction
Brad Butts
Chief of Police
Review:, . nd . ;;proved:
Luis Estevez
Deputy City Administrator
Document Al 05' - 2017
Standard Short Form of Agreement Between Owner and Contractor AGREEMENT made as of the 6th day of December in the year 2022.
BETWEEN the Owner:
City of Placentia
401 E. Chapman Ave.
Placentia, CA 92870
and the Contractor:
BlueScope Construction, Inc.
1540 Genessee Street
Kanas City, MO 64102
for the following Project:
Placentia Public Safety Center
City of Placentia
2999 Easy La Jolla Ave.
Anaheim, CA 92806
The Owner and Contractor agree as follows.
AIA Document A105' —2017. Copyright © 1993, 2007 and 2017 by The American Institute of Architects. All rights reserved. The "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are registered trademarks and may not be used without permission. This document was produced by AIA software at 12:25:14 ET on 11/29/2022 under Order No.2114296366 which expires on 03/18/2023, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copvriahtaaia.orq. (1514944085)
TABLE OF ARTICLES
0 CONTRACTUAL RELATIONSHIP OF PARTIES
1 THE CONTRACT DOCUMENTS
2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
3 CONTRACT SUM
4 PAYMENTS
5 INSURANCE
6 GENERAL PROVISIONS
7 OWNER
8 CONTRACTOR
9 OMITTED
10 CHANGES IN THE WORK
11 TIME
12 PAYMENTS AND COMPLETION
13 PROTECTION OF PERSONS AND PROPERTY
14 MISCELLANEOUS PROVISIONS
15 TERMINATION OF THE AGREEMENT
16 CLAIMS AND DISPUTES
17 BUSINESS CONDUCT CLAUSES
18 OTHER TERMS AND CONDITIONS
ARTICLE 0CONTRACTUAL RELATIONSHIP OF THE PARTIES
§0.1 Sourcewell, as a cooperative purchasing entity, published a Request for Proposal to procure pre-engineered buildings with related materials, site preparation, installation, and ancillary services, and along with other firms, Contractor submitted a Proposal to Sourcewell. Sourcewell evaluated the various proposals submitted and competitively selected Contractor's proposal. Sourcewell entered into a cooperative contract with Contractor. Sourcewell cooperatively shares this contract with its members nationwide, including Owner herein.
§0.2 In considering utilization of Sourcewell' s competitively solicited cooperative purchasing contract, Owner requested Contractor to submit a Proposal, including a Scope of Work, Attachment A, under the Sourcewell cooperative purchasing program. Owner accepted the Proposal, including the Scope of Work, Exhibit A, and Owner and Contractor have reached mutually agreeable contract terms. Contractor and Owner are entering into this Standard Short Form of Agreement Between Owner and Contractor (modeled after AIA A105-2017).
§0.3 In addition to entering into this Standard Short Form of Agreement Between Owner and Contractor with Owner, Contractor shall also enter into a Prime Subcontractor Agreement with a Subcontractor, who will provide construction services for the Project under the Prime Subcontract Agreement. §0.4 In addition to entering into this Standard Short Form of Agreement Between Owner and Contractor with Contractor, Owner shall also enter into separate agreements with a design firm and a construction management firm for design and construction management services for the Project. Owner agrees that this Agreement and Contractor's Proposal, including Scope of Work, Exhibit A, shall supersede any third -party agreements the Owner may have for this Project, including the Owner's third -party agreements for design and construction management services. §0.5 Communication on the Project, including weekly meetings, daily reports, and scheduling will be conducted as follows: Owner to Contractor to Subcontractor and vice versa. Direct communication between Owner and Subcontractor shall be limited.
ARTICLE 1 THE CONTRACT DOCUMENTS
The Contractor shall complete the Work described in the Contract Documents for the Project. The Contract Documents consist of
.1 this Agreement signed by the Owner and Contractor;
.2 the drawings and specifications dated 03/24/2022 thru 10/19/2022 — Placentia Package II - Sheets 1 thru 115 — Project Number: W21005300AR, and further enumerated as follows:
Drawings:
Number Title Date
Placentia Package II:
Architectural Drawings: A0.1 thru A1.3 10/19/22 (Shts. 1 - 10) Civil Drawings: C1.0 thru C12.1 10/19/22 (Shts. 11 - 27) Architectural Drawings: A2.1 thru A7.3 10/19/22 (Shts. 28 - 41) Site Drawings: 2.1 and 2.2 10/19/22 (Shts. 42, 43)
Architectural Drawings: 4.1 thru 14.1 10/19/22 (Shts. 44 - 54) Structural Drawings: SO.1 thru S5.2 03/24/22 (Shts. 55 - 71) Mechanical Drawings: MO.1 thru M8.2 08/05/22 (Shts. 72 - 85) Plumbing Drawings: PO.1 thru P5.1 10/19/22 (Shts. 86 — 93) Electrical Drawings: E0.1 thru E3.4 10/19/22 (Shts. 94 —115) Specifications:
.3 written orders for changes in the Work, pursuant to Article 10, issued after execution of this Agreement; and
.4 other documents, if any, identified as follows:
BlueScope Construction Inc's. — Sourcewell Proposal for Materials Erected Services dated 28 November 2022.
ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 2.1 The Contract Time is the number of calendar days available to the Contractor to substantially complete the Work.
§ 2.2 Date of Commencement:
Unless otherwise set forth below, the date of commencement shall be the date of this Agreement. 14 December 2022
§ 2.3 Substantial Completion:
Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion, as defined in Section 12.5, of the entire Work, following receipt of all approvals and permits:
(Check the appropriate box and complete the necessary information.) I
[X]
Not later than ( ) calendar days from the date of commencement.
By the following date: 15 August 2023, (Excludes completion of scope associated with building separation flashing to masonry, masonry architecture is to be furnished and installed by others!) ARTICLE 3 CONTRACT SUM
§ 3.1 The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work. Subject to additions and deductions in accordance with Article 10, the Contract Sum is:
Nine Hundred Thirty -Nine Thousand, Eight Hundred and Nine and 00/100's ($ 939,809.00) § 3.2 For purposes of payment, the Contract Sum includes the following values related to portions of the Work:
Portion of the Work Value
See Attached BlueScope Construction Sourcewell Proposal — Attachment A § 3.3 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and hereby accepted by the Owner:
N/A
§ 3.4 Allowances, if any, included in the Contract Sum are as follows:
Item
N/A
§ 3.5 Unit prices, if any, are as follows:
Item
N/A
Price
Units and Limitations Price per Unit ($0.00)
ARTICLE 4 PAYMENTS
§ 4.1 Based on Contractor's Applications for Payment, the Owner shall pay the Contractor, in accordance with Article 12, as follows:
NET 30, with 10% retention, with retention due and payable upon project completion. § 4.2 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate below, or in the absence thereof, at the legal rate prevailing at the place of the Project. 1-1/2 % per month
ARTICLE 5 INSURANCE
§ 5.1 The Contractor shall maintain the insurance as set forth in this agreement. § 5.2 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance and shall provide property insurance to cover the value of the Owner's property. The Contractor is entitled to receive an increase in the Contract Sum equal to the insurance proceeds related to a loss for damage to the Work covered by the Owner's property insurance.
§ 5.3 Unless specifically precluded by the Owner's property insurance policy, the Owner and Contractor waive all rights against each other and any of their subcontractors, suppliers, agents, and employees, each of the other for damages caused by fire or other causes of loss to the extent those losses are covered by property insurance or other insurance applicable to the Project, except such rights as they have to the proceeds of such insurance.
ARTICLE 6 GENERAL PROVISIONS
§ 6.1 The Agreement
The Agreement represents the entire and integrated agreement between the parties and supersedes prior negotiations, representations or agreements, either written or oral. The Agreement may be amended or modified only by a written modification in accordance with Article 10.
§ 6.2 The Work
The term "Work" means the construction and services required by the Contract Documents, and includes all other labor, materials, equipment, and services provided, or to be provided, by the Contractor to fulfill the Contractor's obligations.
§ 6.3 Intent
The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all.
§ 6.4 Ownership and Use of Drawings, Specifications and Other Instruments of Service § 6.4.1 The Contractor and the Contractor's consultants shall be deemed the authors and owners of their respective Instruments of Service, including the Drawings and Specifications, and will retain all common law, statutory and other reserved rights in their Instruments of Service, including copyrights No other party shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of the Contractor's or Contractor's consultants' reserved rights.
§ 6.4.2. Upon Owner's payment in full for all Work performed under the Contract Documents, Contractor shall grant Owner a limited license to use the Contractor's Instruments of Service in connection with Owner's occupancy of the Project, conditioned on Owner's express understanding that its alteration of the Instruments without the involvement of Contractor is at Owner's sole risk and without liability or legal exposure to Contractor or anyone working by or through Contractor, and on the Owner's obligation to provide the indemnity set forth in below. If Owner is required to indemnify any Indemnified Parties based on the Owner's unauthorized use or alteration of the Contractor's Instruments of Service, Owner shall defend, indemnify, and hold harmless such Indemnified Parties from and against any and all claims, damages, liabilities, losses and expenses, including attorneys' fees, arising out of or resulting from the unauthorized use or alteration of the Contractor's Instruments of Service.
§ 6.5 Electronic Notice
Written noticc under this Agreement may be given by one party to the other by email as set forth below.
City of Placentia:
Mr. Luis Estevez
Deputy City Administrator
Public Services & Infrastructure
City of Placentia, CA 92870
PH: 714-993-8120
lestevez(&,,glacentia.org
BlueScope Construction:
Mr. Brian Aldrich
Director of Government Services
BlueScope Construction Inc.
1540 Genessee Street
Kansas City, MO 64102
bnaldrich(a,bluesconeconstruction. com
(C) 816-589-3761
ARTICLE 7 OWNER
§ 7.1 Information and Services Required of the Owner
§ 7.1.1 If requested by the Contractor, the Owner shall furnish all necessary surveys and a legal description of the site. § 7.1.2 The Owner shall obtain and pay for other necessary approvals, easements, assessments, and charges. § 7.1.3 Prior to commencement of the Work, at the written request of the Contractor, the Owner shall furnish to the Contractor reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. The Contractor shall have no obligation to commence the Work until the Owner provides such evidence. § 7.4 Owner's Right to Perform Construction and to Award Separate Contracts § 7.4.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project.
§ 7.4.2 The Contractor shall coordinate and cooperate with the Owner's own forces and separate contractors employed by the Owner. The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner, Architect, or Owner's separate contractors but shall exercise proper precautions relating to the safe performance of the Work.
ARTICLE 8 CONTRACTOR
§ 8.1 Review of Contract Documents and Field Conditions by Contractor § 8.1.1 Execution of the Agreement by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed, and correlated personal observations with requirements of the Contract Documents.
§ 8.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner. Before commencing activities, the Contractor shall (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to the Contractor with the Contract Documents; and (3) promptly report errors, inconsistencies, or omissions discovered to the Owner. § 8.2 Contractor's Construction Schedule
The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's information a Contractor's construction schedule for the Work.
§ 8.3 Supervision and Construction Procedures
§ 8.3.1 The Contractor shall supervise and direct the Work using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures, and for coordinating all portions of the Work.
§ 8.3.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner, the names of subcontractors or suppliers for each portion of the Work. The Contractor shall not contract with any subcontractor or supplier to whom the Owner have made a timely and reasonable objection. § 8.4 Labor and Materials
§ 8.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work.
§ 8.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them.
§ 8.5 Warranty
The Contractor warrants to the Owner that: (1) materials and equipment furnished under the Agreement will be new and of good quality unless otherwise required or permitted by the Contract Documents; (2) the Work will be free from defects not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Contract Documents.
Any material or equipment warranties required by the Contract Documents shall be issued in the name of the Owner, or shall be transferable to the Owner, and shall commence in accordance with Section 12.5. § 8.6 Taxes
Taxes shall be paid by the Owner.
§ 8.7 Permits, Fees and Notices
§ 8.7.1 The Contractor shall obtain the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work. Owner shall pay any permit fees. § 8.7.2 The Contractor shall comply with and give notices required by agencies having jurisdiction over the Work. If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. The Contractor shall promptly notify the Owner in writing of any known inconsistencies in the Contract Documents with such governmental laws, rules, and regulations. § 8.8 Submittals
The Contractor shall promptly review, approve in writing, and submit to the Owner applicable shop drawings, product data, samples, and similar submittals required by the Contract Documents. Shop drawings, product data, samples, and similar submittals are not Contract Documents. § 8.9 Use of Site
The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, the Contract Documents, and the Owner.
§ 8.10 Cutting and Patching
The Contractor shall be responsible for cutting, fitting, or patching required to complete the Work or to make its parts fit together properly.
§ 8.11 Cleaning Up
The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work.
At the completion of the Work, the Contractor shall remove its tools, construction equipment, machinery, and surplus material; and shall properly dispose of waste materials. § 8.12 Indemnification
To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner and agents and employees of the Owner , from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss, or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Under no circumstances will Contractor be liable for nor indemnify Owner for the sole or partial negligence or fault of any other party or entity, unless such party or entity is employed by or subcontracted to Contractor. To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, its Subcontractors, and agents and employees of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from the Agreement or the Project but only to the extent caused by the negligent acts or omissions of the Owner, its separate Contractor, the Architect, or anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss, or expense is caused in part by a party indemnified hereunder.
ARTICLE 10 CHANGES IN THE WORK
§ 10.1 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract, consisting of additions, deletions or other revisions, and the Contract Sum and Contract Time shall be adjusted accordingly, in writing. If the Owner and Contractor cannot agree to a change in the Contract Sum, the Owner shall pay the Contractor its actual cost-plus reasonable overhead and profit. § 10.2 If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist, the Contract Sum and Contract Time shall be subject to equitable adjustment.
ARTICLE 11 TIME
§ 11.1 Time limits stated in the Contract Documents are of the essence of the Contract. § 11.2 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties, or other causes beyond the Contractor's control, the Contract Time shall be subject to equitable adjustment. § 11.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the responsible party.
§ 11.4 If Contractor is delayed in the performance of the Work due to acts, omissions, conditions, events, or circumstances beyond its control and due to no fault of its own or those for whom Contractor is responsible, the Contract Time for performance shall be reasonably extended and the Contract Sum shall be equitably adjusted by Change Order. By way of example, events that will entitle Contractor to an extension of the Contract Time and increased Contract Sum include acts or omissions of Owner or anyone under Owner's control (including Separate Contractors and Architect), changes in the Work, Differing Site Conditions, Hazardous Conditions, and Force Majeure Events.
§ 11.5 COVID-19 infections in the United States or state or federal governmental orders or recommendations relating to COVID-19 that (i) materially differ from the number of infections and/or state or federal governmental orders or recommendations relating to COVID-19 as of the date of this Agreement or (ii) that are of an unusual nature, differing materially from the conditions encountered on the date of this Agreement, are collectively referred to as "COVID-19 Conditions." If Contractor encounters a COVID-19 Condition, Contractor will be entitled to an adjustment in the Contract Sum and/or Contract Times(s), including allowing termination of the Agreement for cause by Contractor, to the extent Contractor's cost, time of performance, delivery of supplies and materials, and/or availability of workers, subcontractors, sub - subcontractors, or suppliers are adversely impacted by the COVID-19 Conditions.
ARTICLE 12 PAYMENTS AND COMPLETION
§ 12.1 Contract Sum
The Contract Sum stated in this Agreement, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents.
§ 12.2 Applications for Payment
§ 12.2.1 At least thirty days before the date established for each progress payment, the Contractor shall submit to the Owner an itemized Application for Payment for Work completed in accordance with the values stated in this Agreement. The Application shall be supported by data substantiating the Contractor's right to payment as the Owner may reasonably require, such as evidence of payments made to, and waivers of liens from, subcontractors and suppliers. Payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment stored, and protected from damage, off the site at a location agreed upon in writing. § 12.2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which payments have been received from the Owner shall, to the best of the Contractor's knowledge, information, and belief, be free and clear of liens, claims, security interests, or other encumbrances adverse to the Owner's interests.
§ 12.3 Certificates for Payment
The Owner will, within thirty days after receipt of the Contractor's Application for Payment, issue to the Contractor a payment in the full amount of the Application for Payment If payment is not made within such thirty -day period, the Contractor may, upon seven additional days' written notice to the Owner, stop the Work until payment of the amount owing has been received. The Contract Time and the Contract Sum shall be equitably adjusted due to the delay. § 12.4 Progress Payments
§ 12.4.1 The Contractor shall promptly pay each subcontractor and supplier, upon receipt of payment from the Owner, an amount determined in accordance with the terms of the applicable subcontracts and purchase orders. § 12.4.2 The Owner shall not have responsibility for payments to a subcontractor or supplier. § 12.4.3 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents. § 12.5 Substantial Completion
§ 12.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use.
§ 12.5.2 When the Contractor believes that the Work or designated portion thereof is substantially complete, it will notify the Owner and the Owner will make an inspection to determine whether the Work is substantially complete. When the Owner determines that the Work is substantially complete, the Owner shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, establish the responsibilities of the Owner and Contractor, and fix the time within which the Contractor shall furnish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 12.6 Completion and Final Payment
§ 12.6.1 Upon receipt of a final Application for Payment, the Owner will inspect the Work. When the Owner finds the Work acceptable and the Agreement fully performed, the Owner will promptly issue a final payment. § 12.6.2 Final payment shall not become due until the Contractor submits to the Owner releases and waivers of undisputed liens, and data establishing payment or satisfaction of undisputed obligations, such as receipts, claims, security interests, or encumbrances arising out of the Contract. § 12.6.3 Acceptance of fmal payment by the Contractor, a subcontractor or supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment.
ARTICLE 13 PROTECTION OF PERSONS AND PROPERTY
The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs, including all those required by law in connection with performance of the Contract. The Contractor shall take reasonable precautions to prevent damage, injury, or loss to employees on the Work and other persons who may be affected thereby, the Work and materials and equipment to be incorporated therein, and other property at the site or adjacent thereto. The Contractor shall promptly remedy damage and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable.
ARTICLE 14 MISCELLANEOUS PROVISIONS
§ 14.1 Assignment of Contract
Neither party to the Agreement shall assign the Agreement as a whole without written consent of the other. § 14.2 Tests and Inspections
§ 14.2.1 At the appropriate times, the Contractor shall arrange tests, inspections, and approvals of portions of the Work required by the Contract Documents or by laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities. Owner shall bear the costs of the same. § 14.2.2 The Owner shall bear cost of tests, inspections, or approvals that do not become requirements until after the Agreement is executed. The Owner shall directly arrange and pay for tests, inspections, or approvals where building codes or applicable laws or regulations so require.
§ 14.3 Governing Law
The Agreement shall be governed by the law of the place where the Project is located, excluding that jurisdiction's choice of law rules.
§ 14.4 Confidential Information
Confidential Information is defined as information which is determined by the transmitting party to be of a confidential or proprietary nature and: (i) the transmitting party identifies as either confidential or proprietary; (ii) the transmitting party takes steps to maintain the confidential or proprietary nature of the information; and (iii) the document is not otherwise available in or considered to be in the public domain. The receiving party agrees to maintain the confidentiality of the Confidential Information and agrees to use the Confidential Information solely in connection with the Project.
§ 14.5 Amendments
The Agreement may not be changed, altered, or amended in any way except in writing signed by a duly authorized representative of each party.
ARTICLE 15 TERMINATION OF THE CONTRACT
§ 15.1.1 Termination by the Contractor
If the Work is stopped under Section 12.3 for a period of 14 days through no fault of the Contractor, the Contractor may, upon seven additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work executed including reasonable overhead and profit, and costs incurred by reason of such termination.
§ 15.1.2 Contractor, in addition to any other rights and remedies provided in the Contract Documents or by law, may also terminate the Agreement for cause if the Work has been stopped for sixty (60) consecutive days, or more than ninety (90) days during the duration of the Project, because of court order, any government authority having jurisdiction over the Work, orders by Owner, or Owner's failure to provide Contractor with any information, permits or approvals that are Owner's responsibility, provided that such stoppages are not due to the acts or omissions of Contractor or anyone for whose acts Contractor may be responsible.
§ 15.1.3 Upon the occurrence of an event set forth in Section 15.1.2 above, Contractor may provide written notice to Owner that it intends to terminate the Agreement unless the problem cited is cured within seven (7) days of Owner's receipt of such notice. If Owner fails to cure such problem within the seven (7) -day cure period, then Contractor may declare the Agreement terminated for default by providing written notice to Owner of such declaration. In such case, Contractor shall be entitled to recover from the Owner payment for Work executed, including reasonable overhead and profit, costs incurred by reason of such termination, and damages. § 15.2 Termination by the Owner for Cause
§ 15.2.1 The Owner may terminate the Agreement if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the subcontractors; .3 repeatedly disregards applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of a public authority; or
.4 is otherwise guilty of substantial breach of a provision of the Contract Documents.
§ 15.2.2 When any of the above reasons exist, the Owner may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may
.1 take possession of the site and of all materials thereon owned by the Contractor, and .2 finish the Work by whatever reasonable method the Owner may deem expedient. § 15.2.3 When the Owner terminates the Agreement for one of the reasons stated in Section 15.2.1, the Contractor shall not be entitled to receive further payment until the Work is fmished. § 15.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Owner may seek recovery of the difference from the Contractor. This obligation for payment shall survive termination of the Contract. § 15.3 Termination by the Owner for Convenience
The Owner may, at any time, terminate the Agreement for the Owner's convenience and without cause. The Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed.
ARTICLE 16 CLAIMS AND DISPUTES
§ 16.1 Claims, disputes, and other matters in question arising out of or relating to this Agreement, shall be subject to mediation as a condition precedent to binding dispute resolution. § 16.2 Notice of Claims
§ 16.2.1 Claims by either the Owner or Contractor, shall be initiated by notice to the other party within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later.
§ 16.3 If a claim, dispute, or other matter in question relates to or is the subject of a mechanic's lien, the party asserting such matter may proceed in accordance with applicable law to comply with the lien notice or filing deadlines.
§ 16.4 Waiver of Claims for Consequential Damages
The Contractor and Owner waive claims against each other for consequential damages arising out of or relating to this
Agreement. This mutual waiver includes
.1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and
.2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business, and reputation, and for loss of profit except anticipated profit arising directly from the Work.
This mutual waiver is applicable, without limitation, to all consequential damages due to either party's termination in accordance with Article 15.
ARTICLE 17 BUSINESS CONDUCT CLAUSES
§ 17.1 Anti -Bribery and Corruption.
§ 17.1.1 Representations, warranties, and undertakings. Owner represents warrants and undertakes, and continues to represent, warrant, and undertake throughout the term of this Contract, that:
(i) Owner and its directors, officers, employees, suppliers, agents and representatives (Personnel) will comply with all laws relating to anti -bribery and corruption in the jurisdictions in which it operates (ABC Laws);
(ii) Owner shall take reasonable steps to ensure that all of its employees, agents, contractors, suppliers, and representatives comply with all ABC Laws; and
(iii) Owner shall maintain in place, throughout the term of this Agreement, policies and procedures to promote compliance with ABC Laws (which policies and procedures shall be disclosed to Contractor on request) and will enforce them where appropriate.
17.1.1.1 Termination. Breach of any part of Section 17.1 is a material breach for the purposes of termination.
17.1.2 Modern Slavery. Modern Slavery means any activity, practice or conduct that would constitute an offence in relation to slavery, forced labor, involuntary servitude, debt bondage, human trafficking, and other slavery - like exploitation as prohibited under the Modern Slavery Act 2018 (Cath), the Criminal Code Act 1995 (Ch), sch 1, divisions 270 and 271 and Modern Slavery Act 2018 (NSW). For the avoidance of doubt, Modern Slavery includes any conditions or practices similar to those prohibited under those laws, statutes, regulations and codes.
17.1.2.1 Representations, warranties, undertakings and acknowledgment. Owner represents warrants and undertakes, and continues to represent, warrant and undertake throughout the term of this Agreement:
(i) that neither Owner nor any of its directors, officers, employees, agents, representatives, contractors or subcontractors engage in Modern Slavery; and (ii) to comply with all Modern Slavery reporting requirements applicable to it.
17.1.2.2 Owner acknowledges that Contractor has corporate reporting requirements with regard to Modern Slavery and, at the reasonable request of Contractor; Owner will confirm in writing that it has complied with its undertakings under this Section 17.1.2 and will provide any information reasonably requested by Contractor in support of such compliance.
17.1.2.3 Termination. Breach of any part of Clause 17.1.2 is a material breach for the purposes of termination.
17.1.3 Trade Sanctions
Sanctioned Entity means an entity that is the subject of sanctions imposed by Sanctions Laws.
Sanctioned Individual means a natural person who is the subject of sanctions imposed by Sanctions Laws.
Sanctions Laws means all applicable financial, economic and trade sanctions (whether primary or secondary), and export controls laws and regulations (or any similar restrictions) imposed by the United Nations or the governments of Australia, the United Kingdom, European Union, the United States of America and any other country with jurisdiction over any transaction or activity contemplated by this Agreement.
17.1.3.1 Representations, warranties, undertakings, and acknowledgment. Owner represents and warrants, and continues to represent, warrant and undertake throughout the term of this Agreement, that:
Owner will comply with all Sanctions Laws applicable to it; Owner shall not, without Contractor 's prior written consent, supply to Contractor any goods or services sourced in whole or in part:
(A) in contravention of Sanctions Laws;
(B) from a Sanctioned Entity; or
(C) from a Sanctioned Individual.
(iii) Owner is not, and is in no way connected with, a Sanctioned Entity or a Sanctioned Individual.
17.1.3.2 Designation
(i) In the event that Owner or contractor or any of their shareholders or subsidiaries (or any of their shareholders' or subsidiaries' directors, officers, employees, agents or subsidiaries) is designated under Sanctions Laws and becomes a Sanctioned Party (or is owned or controlled by, or is acting on behalf of, a person or entity that is designated under Sanctions Laws and becomes a Sanctioned Party), then the other party may terminate the Agreement with immediate effect by providing written notice of termination. (ii) Notwithstanding any other provision of this Agreement, as a consequence of termination under this Section 17.1.3.2. Contractor and Owner shall not:
(A) be required to make any payments which would, or may, constitute a breach of the Sanctions Laws;
(B) be liable for any loss or damage or other costs or expenses of any kind whatsoever that the Owner or Contractor may suffer as a result of such termination.
17.1.3.3. Notice. Owner will immediately notify Contractor in writing if:
(i)
it becomes aware or suspects that any of the representations, warranties, and undertakings in Section 17.1.3.1 are false; and/or
(ii) it or any of its Personnel breaches or may have breached the representations, warranties, and undertakings in Clause 17.1.3.1.
Notification under this Section 17.1.3.3 will be sufficient if and only if:
(i) the notification sets out adequate particulars of the breach or suspected breach; and (ii) the notification sets out what steps Owner is taking to investigate the breach or potential breach.
At Contractor's request, Owner must provide details of the steps it is taking to investigate the breach or potential breach.
17.1.3.4 Right of termination and indemnity
(i)
If either party is in breach of any part of Section 17.1.3.1 or either party has reasonable grounds to suspect such a breach, without prejudice to any other remedy which Contractor may have, the non -breaching party may immediately terminate the Agreement for breach by providing written notice of termination to Owner.
(ii) Owner shall indemnify Contractor for any cost, loss, expense, damage, claim or liability whatsoever (including legal and other professional expenses) arising from or related to breach of any representation or warranty made under Clause 17.1.3.1. (iii) Any right of termination under this Section 21.1.3.4 is in addition to any other right of termination either party may have under the Agreement or at law.
ARTICLE 18 OTHER TERMS AND CONDITIONS
This Agreement entered into as of the day and year first written above.
OWNER (Signature) CONTRACTOR (Signature)
Damien R. Arrula, City Administrator Brian Aldrich - Director of Government Services
Exhibit A
Mr. Luis Estevez
Deputy City Administrator
Public Services and Infrastructure
City of Placentia, CA
401 E. Chapman Ave.
Placentia, CA 92870
Phone -714-993-8120
Direct- 714-528-4640
[email protected]
��IrI
BlueScope
Construction
November 28, 2022
Re: City of Placentia, CA Public Safety Center — Firm Proposal #22740 (Material Erected Services) Dear Mr. Estevez:
BlueScope Construction is pleased to update our budget proposal to a firm fixed price proposal for the new Public Safety Center for the City of Placentia, CA. This material erect only proposal is based upon our current knowledge of the project and is contingent upon us reaching mutually acceptable terms.
By purchasing this facility through the Sourcewell contract, you can buy the building and construction services without going through the traditional bid process, saving your staff time and money. Additionally, the design -build process is collaborative and ensures you get the facility you desire at the price you have funded. Through Sourcewell you'll still get the local execution on the project you desire along with factory -direct pricing on the building shell.
As General Contractor, BlueScope Construction plans to team with Facility Builders and Erectors, our BlueScope Buildings' local builder, fulfilling the role as our Prime Subcontractor. As the prime subcontractor Facility Builders and Erectors, will be responsible for coordinating their team of local on -site trades and vendors. This is our typical project approach, utilizing local specialists known and trusted to perform at a high level of quality and service.
We believe our proposal is the best value based on the following:
• BlueScope Construction is the preeminent supplier of pre-engineered buildings (PEB) with multiple North American manufacturing plants. BlueScope Buildings a member of the Metal Building Manufacturers Association, Design -Build Institute, and US Green Building Council. • BlueScope Buildings PEB brands, including Butler Buildings, are the world's most popular brands with more total in -place square footage than any other manufacturer. • As part of our Sourcewell offering, BlueScope Construction offers factory -direct pricing on the PEB at most favored customer pricing.
• The Butler -Cote TM standard finishing system on metal panels has a 25 -year warranty guaranteeing resistance to chalking and fading of the paint. This includes blistering, peeling, cracks or chipping. • The MR -24® metal roof system is the most specified standing seam metal roof in the industry.
BlueScope Construction, Inc., 1540 Genessee Street, Kansas City, MO 64102 T +1 816 245 6000 I W bluescopeconstruction.com
BlueScope Construction, a subsidiary of BlueScope Buildings North America, Inc. BlueScope is a trade mark of BlueScope Steel Limited. 1/2
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc.
11/28/22
BlueScope
Construction
• Our experienced team has built over 1,000 government projects. • We offer unparalleled customer service with more than 85% of our business each year from repeat customers.
• BlueScope Construction and BlueScope Buildings have outstanding quality control and the capability to build to the highest levels of construction performance.
Attached are the Scope of Work, Schedule of Values, Conceptual Documents and Proposal Schedule to complete our proposal. Please note that this offer is based on a Material Erect solution and the Scope of Work defines the intent of our proposal for the price listed on the Schedule of Values. Please also be advised that we have completed and have included a draft of the AIA 105-2017 Standard Short Form of Agreement - Between Owner and Contractor for your review.
Thank you in advance for your expressed interest in our BlueScope Construction team and our Sourcewell contract for your facility needs.
We welcome any questions or comments you may have regarding this proposal. Please contact Charles Rezac at the number listed below in the event you have questions.
Best Regards,
h€1/9? egeelac
Charles S. Rezac
Project Executive
Cell:816 516-4112
[email protected]
CC: Master File
Xlietiv lehick
Brian Aldrich
Director, Government Services
Phone: 816.245.6886
CeII: 816.589.3761
[email protected]
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 2/2
ATTACHMENT A
Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
SCOPE OF WORK
BUTLER BUILDING MATERIALS
Division 13 —Special Construction
CUTLET
Building Structural System
General
The Building Structural System furnished by Butler Manufacturing / BlueScope Construction shall be as follows:
Description
Width Length Eave Structural Roof Bays Comments
Height Type Slope
Public Safety Center
78'-1"
67'-0"
21'-0"
High side
MRF
0.25 36'-0" / 31'-0"
Structural Type Description —General
Pre-engineered Building Systems (PEB)
The design of the Modular Rigid Frame (MRF) shall consist of a rigid frame with "supermarket" columns (16" deep, straight up to 10'-6" AF, then tapered above), tapered or straight roof beams and uniform in section interior columns. All members will be solid web.
The end wall of the structural systems consists of (rigid) frames. The end walls have (not) been designed for future building expansion.
In the longitudinal direction of these structural systems, rod or angle bracing, partial height portal frames with diagonal rods above, are used to resist longitudinal loads.
This primary framework supports roof structurals and wall structurals, which, in turn, support the roof panels and wall panels, respectively. Roof structurals will consist of cold form Z's or C's appropriately designed to meet design criteria. The wall structurals consist of cold form Z's or C's designed to resist horizontal loads from the walls.
Unless specified otherwise, BlueScope Construction will determine the structural system and the type and configuration of components that make up the structural system that satisfy the requirements necessary to meet codes, loads, building layout and clearances.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 1/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Structural Steel Design
All structural mill sections or welded -up plate sections shall be designed in accordance with the 15th Edition of the AISC Specifications for the Structural Steel Buildings. Cold -formed steel structural members shall be designed in accordance with AISI Specification for the Design of Cold -Formed Steel Structural Members. Steel bar joists shall comply with specifications of the Steel Joist Institute.
Welding
Welding procedures shall be in accordance with the American Welding Society Structural Welding Code.
Structural Painting
All Butler structural steel components shall be factory cleaned to remove all loose mill scale and other foreign material generally conforming to SSPC-SP 2 (Hand Tool Cleaning). The parts are shop coated with a single coat of gray corrosion inhibiting primer keeping with Steel Structures Painting Council (SSPC) Paint Specification 15. This primer is considered a temporary and provisional coating. This single coat primer is not an intermediate or finish coat.
Cold formed Z's and C's will have an acrylic coated, G-30 galvanized finish.
Exceptions/Clarifications
Use of ESFR sprinkler systems will require coordination of the sprinkler heads and the roof secondary members. If this coordination does not occur during the design of the steel building, field modifications may be required. The engineering and any field modifications required will be billed as a change order.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 2/18
Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
Design Criteria
Buildin. Code
Edition Year
Use Cate.o
California Building Standard Code
2019
ll (Standard Occupancy Structure)
Roof Loads/Other Buildin Shell Loads
Live Load
20 psf (reducible per code)
Structural Dead Load
Actual Structure Weight
Ground Snow Load
0 psf
Collateral Load - Gravity
5 psf
Wind
Speed
102 mph
Exposure
B (Urban Setting, Obstructions to Break-up Wind)
Building Enclosure
Enclosed
Site Elevation Above Sea Level
214'
Hurricane Prone Region
No
Wind -Borne Debris Region
No
Impact Resistant Covering
Not Required
Seismic
Acceleration
Ss =163% S1 =58%
Soil Profile
Stiff Soil (D) - Default
Seismic Design Category
D
Elevated Floor Loading
Live
125psf
Dead
Self -weight
Collateral
5 psf or N/A
Factory Mutual (FM) Uplift Ratin.
Not Required
Deflection/Sideswa Criteria
Deflection -roof beams
U180 (Live load, Snow Load, Wind Load)
Sidesway frames
3" Maximum (10 -year wind), H/10 (Seismic)
Deflection -roof structurals
U150 (Live load), U180 (Snow, Wind)
Deflection -wall structurals
U90 (10 -year wind, Seismic)
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 3/18
<IJTLEII
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
General
The roof shall be MR -24® roof system as furnished by Butler Manufacturing as follows:
Panels shall be factory roll -formed, 24" wide, with 2 major corrugations, 2" high (2%" including seam), 24" on center. The flat of the panel shall contain cross flutes 6" on center perpendicular to the major corrugations the entire length of the panel.
Roof panels shall be factory pre -punched at panel end to match pre -punched holes in the eave structural member. Panel end splices shall be pre -punched and pre -notched.
Panel Material and Finish (Standard Color)
Panel material and finish shall be 24 -gauge galvanized (G-90 coating), per ASTM specification A 653 (G90), and painted with exterior color of Butler - Cote® finish system, a full strength, 70% Kynar 500° or Hylar 5000® fluoropolymer (PVDF) coating. Manufacturer shall warrant that coating shall not peel, crack or chip for 25 years. For a period of 25 years chalking shall not exceed ASTM D4214 #8 rating and will not fade more than 5 color difference units per ASTM D2244. Interior color shall be Light Gray polyester color coat not formulated for exterior weathering.
System Design
MR -24 roof system panel shall be designed in accordance with AISI Specifications for the Design of Light -Gauge, Cold - Formed Steel Structural Members or CAN/CSAS136 Cold -Formed Steel Structural Members —latest edition.
Panel system shall be designed to support all design loads.
All end wall trim and roof transition flashings shall allow the roof panel to move relative to the wall panels as the roof expands and contracts with temperature change.
Fasteners
Connection of MR -24 roof system panel -to -structural members, except at eave, shall be made with clips with movable stainless -steel tabs that are seamed into standing seam side laps.
MR -24 roof system panel -to -panel connections
shall be made with a positive, field -formed
standing double -lock seam, formed by a special
lock seaming machine. The machine field forms
the final 180 degrees of a 360 -degree Pittsburgh
double -lock standing seam; all side lap sealant
shall be factory applied.
The 360° double -lock standing seam on the MR -24 roof system is the same seam used on gas tanks and soda cans.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 4/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
U. L. Uplift Ratings
The MR -24 Roof System carries an Underwriters Laboratories (U.L.) wind uplift resistance classification of 90 to ensure structural integrity and possible reduction of insurance rates (construction numbers 62, 62A, & 178).
Provision for Expansion/Contraction
Provision for thermal expansion movement of the MR -24 roof system panel shall be accomplished by the use of clips with a factory centered, stainless steel, moveable tab. A force of no more than 8 pounds will be required to initiate tab movement. Each clip shall accommodate a minimum movement of 1.25" in either direction.
Energy Conservation
Purlins shall be insulated so as to eliminate "thermal short circuit" between purlin and roof panels. The heat loss (thermal short circuit) caused by compression of the blanket insulation between structural and panel is minimized by the use of a spacer block at each purlin location.
Edge of Roof Trims (Standard Color)
Gutter and Downspouts
Gutter shall be Butler contour type (5 1/2" wide x 5" deep) and shall be provided with downspouts (4 1/4" x 2 3/4") at the low sidewall eave.
Gable Trim
Gable trim shall be Butler contour type and shall be provided at gables on the "South" and "North" walls. Part of the "North Wall" will have a gable trim suited for a Butlerib II wall and the remaining will be suited for a 2'/2" thick Insulated Metal Panel.
Eave Trim
Eave trim, Butler's standard configuration, will be provided for installation at the temporary, Butlerib II wall on the "West" wall. Color to match the adjacent wall.
Parallel Transition
A custom parallel transition will be supplied for future installation between the roof of this building and the "South" wall of the Shooting Range. This transition will consist of a flexible membrane and a metal flashing piece in a color to match the roof of this building.
Perpendicular Transition
A custom perpendicular transition will be supplied for future installation between the roof of this building and the "East" wall of the adjacent 2 -story building. This transition will mimic Butler's standard perpendicular transition with a wider flexible membrane and a wider metal flashing piece in a color to match the roof of this building.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 5/18
Below Eave Canopy
Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
None.
Roof Accessories
Curbs
One (1) — Butler IF curb for a 10" x 10" opening
Walkways
None
Platforms
None
Miscellaneous
Seventy (70) ea. 1 1/4" deep hat channels for use in attaching safety mesh (not by BlueScope Construction) to the girts on the "South", "East" and "North" walls.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 6/18
C UTLEF->
Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Butlerib® II Metal Wall System
General
Precision roll -formed Butlerib° II wall panels shall be as furnished by Butler Manufacturing as follows:
Panels shall be 36" wide with four major corrugations, 1'/z" high 12" on center with two minor corrugations between each of the major corrugations the entire length of the panel.
Wall panels shall be factory pre -punched at panel ends and shall match pre -punched holes in structurals for proper alignment.
Panel Design
Panel design shall be in accordance with AISI Specifications for the Design of Light -Gauge, Cold Formed Steel Structural Members, CAN/CSA-S136 Cold -Formed Steel Structural Members —latest editions, and in accordance with sound engineering methods and practices.
Panel Material and Finish
Panel material and finish shall be 26 -gauge painted Galvalume® aluminum -zinc alloy as per ASTM Specification A-792 with exterior colors of a full strength, 70% Kynar 500® or Hylar 5000° fluoropolymer (PVDF) coating. Manufacturer shall warrant that coating shall not peel, crack or chip for 25 years. For a period of 25 years chalking shall not exceed ASTM D4214 #8 rating and will not fade more than 5AE color difference units per ASTM D2244. Interior color shall be Light Gray polyester color coat not formulated for exterior weathering.
Fasteners
Butlerib II wall panel -to -structural connections shall be made with ScruboltTM fasteners with Torx° heads or self -drilling screws with Torx heads. Panel -to -panel connections shall be made with self -drilling screws with Torx heads. 36"
F-12" 12"
ill -112" i 1
•
All exposed fasteners shall be pre -painted to match wall color.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 7/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
ThermaWallTM WaII System
General
Exterior wall panels shall be ThermaWallTM panels as furnished by Butler Manufacturing.
Panel Description
The panels shall be steel faced, shop assembled, factory foamed, insulated panel units. The panels shall have double tongue and groove, side joint design and fasteners concealed within the side joint.
The panels shall have a nominal thickness of 2'/z'.
The panels shall be Fluted ThermaWallTM panels. The exterior face shall be a nominal width of 42" and have 3/8" deep architectural corrugations on nominal 8-'/2" centers and have a non -directional embossed finish. The interior face shall be roll - formed from pre -painted steel with an unembossed surface and 1/16" deep corrugations on 6" centers.
Panel Material and Finish
Material for Fluted ThermaWallTM exterior face shall be ASTM A 653, Grade 40, 26 - gauge corrugated steel.
INTERIOR FACE ' FOAM CORE
INSULATION
\\
42'
EXTERIOR FACE
Concealed fasteners for a clean look
Panel material for the interior face shall be ASTM A 653, Grade 40, 26 -gauge steel.
The core shall be poured -in -place polyurethane foam with a minimum 93% closed cell structure.
The panel finish shall be as follows:
Exterior finish shall be Butler -Cote® 500 FP finish system, a full strength, 70% Kynar 500® or Hylar 5000® fluoropolymer (PVDF) coating in manufacturer's standard colors. Manufacturer warrants that coating shall not peel, crack or chip for 25 years. For a period of 25 years chalking shall not exceed ASTM D4214 #8 rating and will not fade more than 5AE color difference units per ASTM D2244.
Interior finish shall be painted in an interior white polyester paint.
Physical Properties
The insulated panels shall carry the following listings:
• Factory Mutual Class 1 Rating for wall and ceiling construction FM 4880. • Guide NYWR, Insulated Wall Construction Subject 1040. • Flame Spread 25
• Smoke Developed 450
Fasteners
All base, top and girt connections and panel joint clip attachments shall be made with #14 self -drilling screws (depending on wind loads additional Lock-RivetTM fasteners may be required).
No panel -to -panel fasteners are required. All connections are hidden eliminating exposed fasteners.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 8/18
WaII Accessories
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Butler Pre -Hung Exterior Personnel Doors
The exterior personnel doors shall be the Expi-Door, Series 700 CUSTOM Pre -Assembled Door Package:
One (1) each — 3' x 7' (inclusive of the following):
• GALV A60 MU 14GA 3070 Frame
• 16 GA 3070 1 -3/4 -inch, Insulated Door Leaf
• Von Duprin Exit Device and Lever Trim
• Best Cylinder
• Arrow SFIC Core
• Heavy Duty Closer
• LCN Closer Drop Plate
• Stainless Steel Hinges
• Von Duprin Electric Power Transfer
• Heavy Duty Perimeter Gasketing
• Surface Door Bottom Sweep
• ADA Threshold
• Trimco Kick Plate
• Trimco Wall Bumper
• Non -Fire Rated
• Card -Reader Access Ready
Framed and Trimmed Openings & Accessories (shall be capable of withstanding design wind loads)
Overhead Doors
Two (2) each — 8' x 14'
Louvers (Exact Location TBD)
One (1) each -14"x14"
One (1) each — 24" x 24"
Windows
One (1) each — 26'-10" x 3'
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 9/18
Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Windows
One (1) each - 26'-10" x 3'
I u 11 u u
Spandrel Glazing
Spandrel Glazing
II II II II II II II II II II I
GS. FENESTRATION ASSEMBLY SUMMARY
1 2
3 4
5 6
7 8
9 Fenestration Assembly Name/Tag
or I.D.
Fenestration Type /Product Type /
Frame Type
Certification Method'
Assembly Method
Area ft'
Overall
U -factor
Overall
SHGC
Overall
VT
E
PPG SOLARBAN 70 XL Clear
VerticalFenestration
FIxedWlndow
N/A
NFRC Rated
SiteBuilt
1039
0.29 0,27
0.63 N
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 10/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
0-UTLEID#
Insulation
General
Roof and wall insulation shall be faced fiberglass blanket insulation furnished as follows:
Roof: Tested U -Factor of 0.030 by utilizing one layer of R-19 and one layer of R-25, fiberglass blanket, spacer blocks, and tall clips.
Wall: Thermally modeled U -Factor of 0.052 on the "South", "East" and a portion of the "North" walls.
Tested U -Factor of 0.030 by utilizing one layer of R-19 fiberglass blanket on the "West" wall and a portion of the "North" wall where the Butlerib wall panels are used.
Test reports are available when applicable and requested.
Insulation and Facing
Fiberglass shall be as outlined in the North American Insulation Manufacturing Association (NAIMA 202-96) specification, or equal. The fiberglass shall be faced with WMP-50 on one side. The composite of fiberglass and facing shall have surface burning characteristics not to exceed a flame spread of 5 and smoke developed 30 on the polypropylene side and 20 on the polyester side when tested in accordance with U.L. 723 test method or ASTM E84 test method. The facing shall be WMP-50, which is composed of PSKP, white polypropylene film, fiberglass and polyester scrim, 30# natural kraft, metallized polyester. The resulting facing shall have a water vapor transmission rate of 0.02 US perm (ASTM E96).
TBSTM Insulation System for MR -24® Roof System
General
The roof system shall be a TBSTM Insulation System for MR -24® Roof System (TBS) as furnished by Butler Manufacturing as follows:
TBS is a composite system consisting of
• Butler MR -24 Metal Roof System
• Roof Panel supports of pre -assembled 5 -inch high
"insulation bridge" members with
o 4 -foot long by 2-1/2" wide bridge channel to
support flat of roof panels
o 5 -inch -high zee clips fastened to bridge channel
at 1' o.c. with factory -punched "tubulated holes" to provide for roof clip attachment and space for various thicknesses of insulation
TBS.-INSULATION SYSTEM WITH Z-PURLIN
Thermal Spacer
MR -24. roof system
Faced Insulation
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 11/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
o Insulation bridges attached to roof purlins with ScruboltTM fasteners • Faced bottom layer of blanket insulation
Above the Purlin System
The TBS insulation system is installed faster than other industry standard systems and the channel and bracket solution keeps the insulation system above the purlin. Because the insulation system is installed above the purlin, with no support banding, it does not interfere with purlin bracing or framing members. This allows the faced insulation to drape naturally as compared to other insulation systems, resulting in an improved appearance inside the building.
Insulation Values
The chart below details the tested U -factors and associated effective R -values that can be achieved with the TBS insulation system.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 12/18
C UTLER�
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Sky -Web® Fall Protection & Insulation Support System
General
Butler's exclusive Sky -Web® fall protection system shall be installed to provide additional job -site safety.
Physical Properties
The Sky -Web system basic mesh shall be a 1,000 -denier polyester yarn interwoven on a nominal 1/z' square grid coated with a fire retardant and ultraviolet stabilized PVC based binder. The mesh shall have a tensile strength (pounds/yarn) of 15 pounds in each direction and a weight between
0.28 and 0.32 ounces per square foot.
System Application
The roof structural system shall be in place prior to installation of the Sky - Web system. The Sky -Web system shall remain in place after the metal roofing is installed.
Sky -Web® Fall Protection and Insulation
Support System protects workers from falls
from the leading edge of the roof while also
protecting workers below from dropped
tools. It increases worker productivity while
improving safety. After construction it serves
as a virtually invisible insulation support
system.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 13/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
ANCILLARY SERVICES
Sealed for approval and permit set included for PEB and mezzanine design package!
INSTALLATION AND SITE PREPARATION
Division 1 - GENERAL REQUIREMENTS
General Conditions
Project management.
Site supervision.
Site maintenance during construction.
Site Safety Program.
Final clean up — all work to be "broom clean" unless noted otherwise of area associated with this scope of work.
Insurance — General Liability, Builders Risk Insurance, Worker's Compensation and Automobile.
Performance and Payment Bonds.
Division 5 - METALS
Two rail steel guard rail system with 2 -inch square posts at 6 -ft O.C., 42-iches to top rail, less than 21 -inches between rails and equipped with a 4 -inch -tall perimeter kick plate and (1) 6-0 ft wide sliding gate Division 7 - THERMAL & MOISTURE PROTECTION
See Butler Building materials for roof and wall insulation.
Installation labor under Division 13
Division 8 - DOORS & WINDOWS
Overhead Doors
Overhead Door per the Architectural drawings. The following information are for the OHD specs:
Overhead Door:
(2) 8' x 14' Cornell Cookson Model ESD20 (Non -Fire Rated) • 22/24 -gauge flat slat type curtain with factory powder coat finish (188 color chart) • Curtain filled with insulation
• Extruded aluminum bottom bar with astragal
• 3 -piece steel guides with powder coat finish to match curtain • 24 -gauge hood coil cover matches color of curtain
• Chain operator with brake control
• Schlage cylinder lock on coil
• U -Value: .125
• R -Value: 8.0
• 2 years warranty
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 14/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
Personnel Doors
See Division 13 material spec
Windows -
See Division 13 material spec
Division 13 - INSTALLATION OF BUTLER BUILDING & SPECIAL CONSTRUCTION Installation of Butler Building Materials, summarized above Includes use of patented MR -24 Roof Seamer
Mezzanine platform as depicted on conceptual drawings, 1 1/z" B -deck, 1-1/8" comp -deck, and handrails with 6 - ft sliding gate (RE: Attached - Evidence Room Mezzanine Plan Set S1.1 and S1.2 dated 11.16.22).
ASSUMPTIONS, CLARIFICATIONS AND EXCLUSIONS
Assumptions
The following assumptions have been utilized in the development of the proposed Scope of Work:
A1. Standard Butler Color will be specified
A2. Prevailing Wages as locally adopted at the time of this proposal. • Ironworker Wage Determination: C -20-X-1-2022-1
• Sheet Metal Wage Determination: ORA-2022-2
A3. One year warranty
A4. Progress Payment Invoicing, according to Schedule of Values, submitted with no more than one invoice per month
A5. BlueScope Construction assumes that the proposed construction will be in accordance with local zoning and code requirements. A preliminary check with City of Placentia requirements indicates that this is a reasonable assumption. Any special design loads (seismic or wind) or special fire protection designs (ESFR) required by insurance underwriters (FM, IRI, or others) have not been considered unless specifically noted within this proposal.
A6. BlueScope Construction assumes formal confirmation of site readiness, including a certified survey of anchor bolt placement, will be provided by Customer as a pre -condition of BlueScope Construction commencing the mobilization process.
A7. In accordance with current federal requirements (Subpart R, OSHA), sound and safe working conditions shall be provided to BlueScope Construction and maintained by others for all erection activities, including unobstructed access to work areas and suitable work surface (e. g., compacted rock) for access, perimeter work and material staging areas. BlueScope Construction shall be entitled to extension of time and recovery of additional cost (including general conditions expense) if site conditions delay or impede erection progress.
A8. Owner's general contractor to provide temporary utilities: water, electricity, sanitary facilities, and dumpsters as required.
A9. Due to the sequence of erection of the non-metal building components for closeout, there will be an additional mobilization to complete this work.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 15/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
A10. We expect to unload the PEMB delivery trucks in the proximity of the building slab. No provisions for relocating of the building and components have been considered. Contractor to provide a laydown area other than the building slab, (approximately 5,000 to 10,000 SF required).
A11. All work shall be performed during standard business hours Monday -Friday between 7am-4pm.
Clarifications
PRIORITY OF PROPOSAL
This Proposal supersedes all other plans and specifications related to this Project. If there is a discrepancy between plans or specifications provided for this Project and this Proposal, the descriptions included in this Scope of Work, Attachment A to the Proposal, shall take precedence.
CONTRACTUAL RELATIONSHIPS
Sourcewell, as a cooperative purchasing entity, published a Request for Proposal to procure pre-engineered buildings with related materials, site preparation, installation, and ancillary services, and along with other firms, BlueScope Construction, Inc. submitted a Proposal to Sourcewell. Sourcewell evaluated the various proposals submitted, competitively selected BlueScope Construction, Inc.'s proposal, and entered into a cooperative contract with BlueScope Construction, Inc. Sourcewell cooperatively shares this contract with its members nationwide, including Owner herein.
In considering utilization of Sourcewell's competitively solicited cooperative purchasing contract, Owner requested BlueScope Construction, Inc. to submit a Proposal, including this Scope of Work, Attachment A, under the Sourcewell cooperative purchasing program. Should Owner accept the Proposal, including this Scope of Work, Attachment A, and Owner and BlueScope Construction, Inc. are able to reach mutually agreeable contract terms, upon which this Proposal is contingent, BlueScope Construction, Inc. and Owner shall enter into an Agreement of Contract between Owner and Design/Builder for Construction Services (modeled after AIA A105-2017 - Standard Short Form Between Owner and Contractor). This Proposal is based on a design/build solution.
In addition to entering into Agreement with Owner, BlueScope Construction, Inc. shall also enter into Prime Subcontractor Agreement with a Butler Builder, who will provide design and/or construction services under the Proposal. Communications on the Project, including weekly meetings, daily reports, and scheduling, will conducted as follows: Owner-BlueScope Construction, Inc. -Prime Subcontractor or Prime Subcontractor- BlueScope Construction, Inc. - Owner.
OWNER RESPONSIBLITIES SHOULD BLUESCOPE CONSTRUCTION, INC. NOT PROVIDE DESIGN -
BUILDER SERVICES TO OWNER
This Proposal is based on a design/build solution, but should Owner proceed with the Project and enter into an agreement with BlueScope Construction, Inc. as a builder only, and not as a Design -builder and/or Construction Manager, Owner understands and agrees that this Scope of Work, Attachment A to the Proposal, shall be shared with its design team/Designer of Record and with its construction management team, with those teams/entities entering into separate agreement(s) with Owner for design and construction management services (as enumerated in Attachment A to the Proposal, Scope of Work) for the Project. This Proposal and attached Scope of Work, Attachment A, shall supersede any third -party agreements the Owner may have for this Project, including the Owner's third -party agreements for design and construction management services.
The following information is provided for further clarity and better understanding of the overall intent of this Scope of Work.
C1 BlueScope Construction's Proposal is based upon the documents and information as clarified within this Scope of Work. As referenced and included within this Proposal, BlueScope Construction is providing qualifying Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 16/18
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
descriptive criteria and preliminary drawings in support of standard product applications. BlueScope Construction will need to reevaluate this offer should the product applications as illustrated and described herein not be acceptable to the Customer, Architect/Engineer, Owner, and/or applicable code approving authority.
C2 BlueScope Construction will need to receive and review any loading information for secondary elements that have not been previously identified. Anything not shown or described has not been considered or included.
C3 Proposal includes deflection guidelines per AISC, Steel Design Guide 3, Serviceability Design Considerations for Steel Buildings, Second Edition.
C4 BlueScope Construction offer includes an IAS Metal Building Systems accreditation AC 472.
C5 Primary and secondary structural steel components may be sourced from different manufacturers based on design requirements, costs, and/or schedule factors. This Proposal is based on manufacturer's standard gray primer. Costs have not been included to color match steel primer paint or to do field paint touch-up of any kind.
In no instance is it to be presumed that the basic primer system can function as a finished paint system.
Damage to or degradation of the primer during transit and erection is to be expected. It will not be completely rust free.
C6 See Proposal Schedule: A Steel delivery schedule has not been finalized. Once the building is ordered, a reasonable schedule will be discussed and agreed upon with milestones established.
C7 All submittals shall be reviewed and returned in a timely manner according to the established project schedule.
Delays in receiving Approval Drawings may delay the project schedule and any promised ship date.
C8 Proposal includes manufacturers standard product for perpendicular and parallel transition trims, flashings, gutters and downspouts. (Manufacturers standard details will be provided for Horizontal and Vertical Separation Covers depicted on -Sheets 44 and 46 of Package II.) Six-inch horizontal and vertical separation covers at personnel doorways thru separation wall at Grid 4 are presumed to be completed by Owners General Contractor.
C9 This Proposal includes design calculations in "PDF" format and includes approval drawings in "PDF" format for approvals, permit submissions and erection drawings in addition to AutoCAD format for a final submittal.
C10 Concrete cylinder test reports must be distributed to BlueScope Construction for all foundation pours, indicating location, design compressive strength and 7 -day break compression values. Current OSHA requirements mandate verifying concrete has reached 75% of design strength prior to erection of structurals. BlueScope Construction assumes a certified anchor bolt survey will be provided by Contractor as a pre -condition of commencing mobilization.
C11 If and when applicable erector will diaper all equipment used over the slab with plastic, to assist in protecting the slab from oil leaks.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 17/18
Exclusions
Date: 11128/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
The following items are specifically excluded from this Scope of Work E1. Survey work of any kind.
E2. Grouting of base plates
E3. Templates for anchor bolts
E4. Anchor bolts, and/or other concrete embeds, materials and installation E5. All third -party material testing, expansion and powder driven anchor testing, weld testing and inspections E6. Cost of Permits, including schedule allowance for permit approval process (beyond scope of preliminary schedule.)
E7. All Architectural, Mechanical, Electrical and Plumbing Scopes E8. All site work and concrete scope
E9. Geotechnical Investigations and recommendations necessary for foundation design and paving profiles E10. Mezzanine access stair way
E11. Special Site Conditions, which could not be anticipated at time of bid E12. Compliance with LEED Certification or Air Infiltration requirements and/or testing E13. Fire Detection, Alarm and Suppression Systems
E14. All materials and labor not specified above
Company Information for Order Entry Includes:
BlueScope Construction, Inc.
Sourcewell Contract Number: 013019-BSC
Tax ID Number: 43-0949971
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 18/18
Placentia Public Safety Center
City of Placentia, CA
Proposal #22740
November 28, 2022
BlueScope
Construction
ATTACHMENT B
SCHEDULE OF VALUES
Schedule of Values per Division as defined in Scope.
SCHEDULE OF VALUES
Public Safety Center
Proposal No.:
22740
City of Placentia
BSC Job No.:
22740
Schedule of
Values Line
Item Number
Description
Price
1 General Requirements
$131,943
1B
Payment & Performance Bond
$5,646
3 Concrete
$1,465
5 Metals
$133,082
8 Openings
$47,006
11 13
Equipment
Special Construction (PEMB
Installation)
$45,785
$273,968
13A
Special Construction (BBNA
Materials)
$300,914
Total Proposal Price
$939,809
This quote is valid for 30 days.
Copyright: BlueScope Construction, Inc. 2022. This Proposal contains information confidential and proprietary to BlueScope Construction, Inc. Any information, data and drawings included in this Proposal are supplied to you with the understanding that they will be held confidentially, used only for the purpose of evaluating this Proposal, and will not be disclosed to third parties without the prior written consent of BlueScope Construction, Inc. 1 /1
a U TL ER
_H
m G rI C a, Inc.
DRAWING INDEX
DRAWING RELEASE HISTORY
GENERAL NOTES
MATERIALS ASTM DESIGNATION
3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60
BRACE RODS A572, A510 GRADE 50
HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50
HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B
CLADDING A653, A792 GRADE 50 OR GRADE 80
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION.
SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT.
ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT" EXCEPT AS FOLLOWS;
PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS.
PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS.
INSPECTION AND TESTING
SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY
STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION.
DRAWING TITLE
PAGES
TYPE
DATE
DESCRIPTION
COVER SHEET
1 Preliminary Drawings
11/21/22
NOT FOR CONSTRUCTION
CODES AND LOADS
2 NOTES
3 But REGULATIONS.
I 'Manufacturinger
a division of BlueScope Buildings North
ANCHOR ROD PLAN
4 PRIMARY STRUCTURAL
5-11
SECONDARY STRUCTURAL
12-21
COVERING
22-31
SPECIAL DRAWINGS
STANDARD ERECTION DETAILS
PLANOGRAPH DETAILS
z
j
,\
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVER SHEET
BUILDER: BlueScope Construction
JOB #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE W WITH THIS <3"-UTLEDP
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
9/9/2022
LOCATION: Placentia, California
DRAWN/CHECK:
/
Butler Manufacturing
VPC VERSION: 2022.3a
PROJECT: Placentia Public Safety Center
PAGE:
1 BUILDER'S PO#:
VPC FILENAME: Placentia Public Safety Center
11/21/2022
10:01:43
a division of BlueScope Buildings North America, Inc.
Codes and Loads
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.
COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS •
City: Placentia
County: Orange State: California
Building Code
Building Code: California Building Standard Code - 2019 Edition Based on Building Code: 2018 International Building Code Building Risk/Occupancy Category: III (Hazardous / Special Occupancy) Dead and Collateral Loads
Collateral Gravity:5.00 psf
Collateral Uplift: 0.00 psf
Wind Load
Wind Speed: Vult: 102.00 (Vasd: 79.01) mph
The 'All Heights' Method is Used
Primaries Wind Exposure: B - Kz: 0.614
Parts Wind Exposure Factor: 0.614
Wind Enclosure: Enclosed
Topographic Factor: Kzt: 1.0000
Ground Elevation Factor: Ke: 0.9923
NOT Windborne Debris Region
Base Elevation: 0/0/0
Site Elevation: 214.0 ft
Primary Zone Strip Width: 2a: 18/10/4
Parts / Portions Zone Strip Width:
Walls, a: 9/5/2
Roof(s), 0.6h: 11/3/12
Velocity Pressure: qz: 13.78, (C&C) 13.78 psf
i
i
Country: United States
Structural: 16AISC - ASD Rainfall: I: 0.10 inches per hour Cold Form: 16AISI - ASD f'c: 3000.00 psi Concrete
Material Dead Weight
Roof Covering + Second. Dead Load: Varies
Frame Weight (assumed for seismic):2.50 psf
Snow Load
Ground Snow Load: pg: 0.00 psf
Flat Roof Snow: pf: 0 00 psf
Design Snow (Sloped): ps: 0.00 psf
Rain Surcharge: 0.00
Exposure Factor: 2 Partially Exposed - Ce:
Snow Importance: Is: 1.100
Thermal Factor: Heated - Ct: 1.00
Ground / Roof Conversion: 0.70
Obstructed or Not Slippery
i
Roof Live Load
Roof Live Load: 20.00 psf Reducible
Seismic Load
Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 163.00 %g
Mapped MCE Acceleration: S1: 58.00 %g
Site Class: Stiff soil (D) - Default
1.00 Seismic Importance: Ie: 1.250
Design Acceleration Parameter: Sds: 1.3040
Design Acceleration Parameter: Sd1: 0.6651
Seismic Design Category: D
Seismic Snow Load: 0.00 psf
% Snow Used in Seismic: 0.00
Diaphragm Condition: Flexible
Fundamental Period Height Used: 19/8/0
/
i
i
zzz
Transverse Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.3035
R -Factor: 3.50
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.4657 x W
Longitudinal Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.3035
R -Factor: 3.50
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.4657 x W
Placentia Public Safety Center
Roof: A
NOT FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
CODES AND LOADS
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
2 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:46
a division of BlueScope Buildings North America, Inc.
BUILDER/CONTRACTOR RESPONSIBILITIES
Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.
Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern.
It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern.
Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. All interface and/or compatibility of any materials not furnished by Butler are to be considered and coordinated by the builder or A/E firm.
CONSTRUCTION & ERECTION RESPONSIBILITY
The Builder is responsible for construction in strict accordance with Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others.
As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require U500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure.
For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance.
The building erector shall be properly licensed and experienced in erecting metal building systems.
The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide.
Shimming of steel buildings during erection may be required to accomodate allowable tolerances during fabrication and erection. Special care should be taken by the building erector to shim connections where key dimensions must be maintained for building performance as even small tolerances can have a significant impact on critical dimensions such as height, clearances and plumbness, especially as the size of the member or building increases. Conditions where shimming should be expected can include but are not limited to large door openings, critical clear height requirements, cranes, buildings greater than 45 feet in height, clear spans greater than 125 feet and adjacent frames with different characteristics (like clear span frames adjacent to an endwall or modular frame). Shims are normally provided by the erector, but may be ordered upon request by contacting your Project Manager.
EXISTING STRUCTURES
Butler must be advised of any structure that is within 20 ft. of Butler's building. Load effects from snow drifting, wind effects, and seismic separation must be considered for both the new and existing structures. Butler has designed the new Butler building for these effects. The owner/builder are responsible for employing a Professional Engineer to review and verify the existing structure for all load effects from the adjacent Butler building.
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components.
All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members.
Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing systems not furnished by Butler.
FIELD WELDING
All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V -Notch toughness shall meet AISC-341 criteria (20 ft-Ibs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg C).
SIGNAGE
The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits.
Floor loading signs shall clearly indicate maximum floor live load permitted.
Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure.
DELIVERIES
It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays.
Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document.
Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure.
SEALANTS
Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling.
INDEPENDENT MEZZANINES
Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine.
FIRE CODE COMPLIANCE
It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc.
Builder shall advise Butler of any special requirements to be furnished by Butler.
FIELD MODIFICATIONS
Modifications to this building from details and instructions contained on these drawings must be approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc.
The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure.
If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement.
CONCRETE/MASONRY/CONVENTIONAL STUD WALLS
The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting elements consistent with Code required forces.
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners.
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates.
Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels.
The Standing Seam joint detail is designed with an interlocking feature for ease of installation.
However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day.
SKYLIGHTS
Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department.
RAIN WATER RUNOFF
Drainage systems must be designed by the project professional to comply with code requirements.
Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding.
STEEL SHOP COAT
The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat.
BUTLER MFG. ACCREDITATIONS AND APPROVALS
Fabricator Approvals
IAS AC472 Approvals: ( www.iasonline.org/services/metal-building-inspection) Listed under BlueScope Buildings North America, Inc.
City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289, State of Utah, City of Richmond, Ca.
Design Approvals
IAS AC472 Approvals: ( www.iasonline.org/services/metal-building-inspection) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc.
Canadian CSA A660 Certifications
( www.cwbgroup.org)
Listed under BlueScope Buildings North America, Inc.
Engineering Certifications of Authorization
USA--AL#CA-5589-E; AZ#22225-0; AR#576; FL#30427; GA#PEF007551; ID#C-2470; IL#184-002649; KS#E-29; KY#4490; LA#EF6722; MS#E-0592; MO#E-2010007736; NC#F-0998; ND#1579PE; NJ#24GA28318800; NV#20437; OH#05898; OK#CA4170PE; RI#8838; SC#6206; SD#C-1787; TX#F4828; VA#0411001520; VA#0411001518; WA#4119; WV#C03059-00
CAN--AB#P08900; NB#F0951; NL#D0044; NS#30123; NT#P062; ON#100148796; and YT#PP134
NOT FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ERECTION NOTES
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
3 VPC FILENAME: Placentia Public Safety Center
11/21/2022
10:01:47
a division of BlueScope Buildings North America, Inc.
Dim. A
4" 5"
102mm 127mm
E
E
CO
CO
N
N
E
E
AR3 (4)3/4" Dia.
Max Plate W=8",L=1'-1", Min Thk=3/8"
Dim: A=1'-0"
Elev.=100'-0"
See Plan for IDimensions
Eh
WIDTH
F-
c0
z
w
J
2 1/2" (64mm)
2 1/2" (64mm)
2 1/2" I I 2 1/2"
64mm 64mm
O
WIDTH
F-
Z. in
J �N
E
E
2 1/2" I, 2 1/2"
64mm '64mm
m
O
CD
CD
PITCH
i _
DIM. A
LENGTH
,ED GE
x
0 AR4 (4)3/4" Dia.
Max Plate W=9",L=1'-5", Min Thk=3/8"
Elev.=100'-0"
AR16 (4)3/4" Dia.
Max Plate W=8",L=1'-5", Min Thk=3/8"
Dim: A=4"
Elev.=100'-0"
D1 (4)3/4" Dia.
Max Plate W=8",L=1'-7", Min Thk=3/8"
Dim: A=4" B=1'-2 1/2"
Gage=5" Pitch=5" Edge Out=4"
Elev.=100'-0"
E
O
- 7
WIDTH
m
I
C7
z
J
2 1/2" t 2 1/2"
64mm '64mm
r
D2 (4)3/4" Dia.
Max Plate W=8",L=1'-5", Min Thk=3/8"
Dim: A=1'-3"
Elev.=100'-0"
N
O
O
5 1'-0"
4 4'-0"
3 1'-11"
2 4'-0 1/2"
1 3'-4 1/2" J=8.50
Dimension Key
-NUT
- 4" 102mm)
PROJECTION
(BY BUILDER)
HARDENED
WASHER
BOTTOM OF COLUMN
BASE PLATE ELEV.
-TOP OF FOUNDATION - CONSIDER
ANY SPACE BETWEEN THE FOUNDATION
AND COLUMN BASE IN ANCHOR ROD
LENGTH REQUIREMENT
THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE
IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD
LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE
FOUNDATION DESIGNER.
THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF
THERE IS INTERFERENCE WITH OTHER PARTS.
SUGGESTED ANCHOR ROD PROJECTION
CO
0 N
O
O
to
O
O
h
N
0 to
O
00 h
0 10'-1"
18'-0"
00 0
N
23'-0"
1/2" (13mm) DIAMETER
CONCRETE ANCHORS
(BY OTHERS)
JAMB
1 1/4" OPENING WIDTH j 1 1/4"
32mm 32mm
NOTE: 1" (25mm) PROJECTION ABOVE
BOTTOM OF JAMB CLIP
SEE PLAN FOR JAMB SIZES : J = SIZE
JAMB 'EQ.' VALUES:
7 EQ = 2" 51 mm, 8.5 EQ = 2 3/4" 70mm
10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm
RAVED OPE\I\G DETAIL
13'-7"
13' 5"
VARIES
BOTTOM OF
COLUMN
BASE PLATE
STD = 1/2" (13mm)
FLUSH = 0" (Omm)
TYDICAL COL
BASE P LATE
J
VI \
DETAIL
to
r -I
BL
1 72'-0"
a
36'-9"
44'-8"
22' 6"
41' 4"
TCJ Nei
a ca
4 rl M M M
a a a a N
10'-1"
BBL
19'-3"
14' 4"
8'-0"
8'-0"
11 ANCHOR ROD PLAN
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 21' 9"
78' 1"
J=8.50
BBL
27'-0"
J=8.50
BL
BL
0 N
1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER
EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR.
2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE
SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI).
(ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS
OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD
OF TRANSFERRING FORCES FROM ANCHOR RODS TO
FOOTINGS ARE TO BE DETERMINED BY OTHERS.
3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN -PLACE" ANCHOR RODS WITH
"SNUG TIGHT" CONNECTIONS.
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH.
ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN
ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER
15 RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS
PER AISC CODE OF STANDARD PRACTICE, SEC 7,5
VARIATIONS ARE SUMMARIZED BELOW;
a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE
GROUP; +-1/8"
b. CENTERS OF ADJACENT AR GROUPS; +-1/4"
c. TOPS OF AR'S; +-1/2"
d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS
ALONG COLUMN LINE; +-1/4" PER 1D0FT., NOT TO
EXCEED 1" TOTAL.
e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN
LINE; +-1/4"
5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE
REACTIONS REPORT.
NOT FOR CONSTRUCTION
THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE
AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ANCHOR ROD PLAN
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
4 VPC FILENAME: Placentia Public Safety Center
11/21/2022
10:01:48
a division of BlueScope Buildings North America, Inc.
Rod, Strut, and Misc. Connection Bolts
Id Qty Grade Bolt Diam. Bolt Length PartNo Washer
1 4 A325 3/4" 2 1/2" 0097284
Bracing Member Schedule
Bracing Part Schedule
Part Qty Length
06RS3103 2 31'-3"
05RS3504 2 35'-4"
03RS3504 2 35'-4"
05RS3204 2 32'-4"
06RS3109 2 31'-9"
1 1'-0"
Dimension Key
Detail
BR01G2
BR01G2
BR01G2
BR01G2
BR01G2
of
_
re
Id Part
SBX001
SBX002
10'-1"
i _
X
U
BL
72'-0"
o
O
U op
CQ
18'-0"
{ _
0 0
0 0
X X
a, a,
w w
RBX007 L
M
X
O
7 CQ
RBX005
44' 8"
RBX002
N
X
,
�cP
23'-0"
Description
3P 8" x 3/8" flg - 3/16" x 9" web
3P 8" x 3/8" flg - 3/16" x 9" web
O
7 a
X
U
H
RBX004
13'-7" i _
(n
0 0
0 0
X X
a, a,
w w
L RBX006 1\
X
O
�
,22'-6"
0 eQ
13' 5"
RBX001
RBX003
O
'9
o
O
c
Co
O
0 X
U
X
U
BBL
11 10'-1"
19'-3"
PRIMARY AND ROOF BRACING PLAN
21'-9"
78' 1"
BBL
27' 0"
Shape Name = Placentia Public Safety Center, Shape = Admin Building, Shape = Shooting Range, Shape = Utility Bldg.
BL
BL
1 0
N
Length Vert. Clear
28'-10 13/16"
28'-10 13/16"
NOT FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
PRIMARY AND ROOF BRACING PLAN
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
iuTLEF2>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
/
PAGE:
5 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:49
a division of BlueScope Buildings North America, Inc.
Frame Member
Part Mem
CX007 1
RBX008 2-3
CX008 4
Schedule
Width Thick
6.0000 .3125
8.0000 .3750
6.0000 .3125
WebThk. Depthl
.1644 1'-6"
.1875 2'-10"
.1644 1'-6"
Depth2
1'-6"
2'-10"
1'-6"
Approx.Lgth
14'-0"
25'-10 5/8"
14'-0"
Approx.Weight
364#
1163#
364#
Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
Dia. Length Thick.
A 8 A325 3/4" 2 1/2" 1/2"
Rows
Out
2 Rows PartNo
In
2 0097284
Frame Clearances
Horiz. Clearance between members 1(CX007) and 4(CX008): 25'-11" Vert. Clearance at member 1(CX007): 10'-11 3/8"
Vert. Clearance at member 4(CX008): 10'-11 3/8"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 1/2"
Dimension Key
N
L)
H
FB3060
o o
o
o
o o
A
RBX008
CO
HFB3060
4 _
28'-11"
29' 0"
PORTAL FRAME ELEVATION ALONG 3
Shape Name = Placentia Public Safety Center Wall 2, Frame 1
NOT FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
PORTAL FRAME ELEVATION ALONG 3
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
6 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:51
a division of BlueScope Buildings North America, Inc.
Frame Member Schedule
Part Mem
CX001
RBX001
RBX002
CX002
EPX001
EPX002
EPX003
6 5
4 3
2 1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
Width Thick WebThk Depthl
6.0000 .3750 .1875 1'-1"
6.0000 .6250 .1875 1'-1"
6.0000 .5000 .1875 3'-0"
6.0000 .2500 .1345 1'-6"
6.0000 .2500 .1345 1'-6"
5.0000 .1875 .1345 9"
5.0000 .1875 .1345 9"
5.0000 .1875 .1345 9"
5.0000 .3750 .1345 9"
6.0000 .6250 .1875 1'-1"
6.0000 .3750 .1875 1'-1"
5.0000 .1875 .1345 1'-0"
5.0000 .1875 .1345 1'-0"
5.0000 .1875 .1345 1'-0"
2'-11 3/4"
2 @ 5'-0"
2 @ 4'-0 5/8"
7 1/4"
2'-3"
11 1/2"
Dimension Key
Depth2
1'-1"
2'-2"
1'-6"
1'-6"
911
911
911
911
1'-6"
2'-6"
1'-1"
1'-0"
1'-0"
1'-0"
GCD052060
GCD052060
GCD052060
Approx.Lgth
14'-11 5/8"
Approx.Weight Detail
444#
39'-1 3/16" 1029#
36'-5 3/4" 465#
19'-6 1/4" 649#
16'-11 9/16" 217#
18'-2" 231#
18'-6 3/4" 236#
BR25CA
BR25CA
BR25A3
Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
Dia. Length Thick.
A 10 A325 3/4" 2 1/2" 1/2"
B 4 A325 3/4" 2 1/2" 3/8"
C 8 A325 3/4" 2 1/2" 5/8"
D 4 A325 1/2" 1 1/2" 3/8"
- (2) Washers (095872) req'd at Flange
-r
n
N
N
o�
44a
U'
Rows Rows PartNo
Out In
3 2
1 1
2 2
1 1
0097284
0097284
0097284
49080
Brace to Secondary.
78'-1 3/16" 0.2497:12
Frame Clearances
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Finished
J
between
between
between
between
at
at
at
at
at
member
member
member
member
member
members
members
members
members
1(CX001)
1(CX001)
2 (CX001)
2 (CX001)
and
and
and
and
10(CX002)
11(CX002)
10(CX002)
11(CX002)
2(CX001): 14'-11 1/2"
10(CX002): 17'-11 1/8"
12(EPX001): 16'-11 1/2"
13(EPX002): 18'-1 15/16"
14(EPX003): 18'-6 3/4"
: 73'-6 1/2"
: 74'-11 1/2"
: 72'-5 1/2"
: 73'-10 1/2"
Floor Elevation = 100'-0" (Unless Noted Otherwise)
14 @ 5' 0"
U
PG1
PG1
GFB2050
14 A
V
o
O
O
MO
N �
0a
O
N
MO
0a
r
RBX002
PG1
PG1
PG1
GFB2050
PG1
PG1
PG1
(2)GFB2050
GCE051054
GCE052054
LA
GCE052054
Q
27'-0"
CL
21'-9"
BL
78' 1"
CL
19'-3"
CL
10' 1"
FRAME CROSS SECTION AT FRAME LINE(S) E
Shape Name = Placentia Public Safety Center Wall 4, Frame 1 BL
NOT FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
FRAME CROSS SECTION AT FRAME LINE(S) E
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
7 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:53
a division of BlueScope Buildings North America, Inc.
Frame Member Schedule
Part Mem
CX003
RBX003
RBX004
RBX005
CX004
ICX001
6 5
4 3
2 1
1 2
3 4
5 6
7 8
9 10
11 Width Thick WebThk
6.0000 .5000 .1875
6.0000 .6250 .1875
6.0000 .5000 .1875
6.0000 .5000 .1875
6.0000 .3750 .1644
6.0000 .3750 .1644
6.0000 .2500 .1345
6.0000 .3750 .1644
6.0000 .5000 .1875
6.0000 .5000 .1875
8.0000 .5000 .1875
2'-11 3/4"
2 @ 5'-0"
2 @ 4'-0 5/8"
7 1/4"
2'-3"
11 1/2"
Dimension Key
Depthl
1'-4"
1'-4"
3'-0"
3'-0"
1'-6"
1'-6"
911
911
1'-4"
1'-4"
1'-4"
Depth2
1'-4"
2'-6"
3'-0"
1'-6"
1'-6"
911
911
1'-6"
2'-8"
1'-4"
1'-4"
Approx.Lgth
17'-11 5/8" 717#
25'-8 11/16" 1067#
23'-0" 610#
23'-3 3/4" 418#
19'-6 1/4" 700#
17'-2 15/16" 678#
Approx.Weight
Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
Dia. Length Thick.
A 8 A325 3/4" 2 1/2" 5/8"
B 6 A325 3/4" 2 1/2" 3/8"
C 4 A325 3/4" 2 1/2" 3/8"
D 6 A325 3/4" 2 1/2" 1/2"
E 8 A325 7/8" 3 1/2" 5/8"
1 n
O
h
f
5' 0"
GCD052060 II I
I ❑
GCD052060
GFB2063
GCD052060
o
o
o
o
RBX003
3 @ 5'-0"
Rows Rows PartNo
Out In
2 2 0097284
1 2 0097284
1 1 0097284
2 1 0097284
2 2 0097380
78'-1 3/16" 0.2497:12
4 @ 5'-0"
CO
O
HN H
omo
a, w a,
Frame Clearances
Horiz. Clearance between members 1(CX003)
Horiz. Clearance between members 1(CX003)
Horiz. Clearance between members 2(CX003)
Horiz. Clearance between members 2(CX003)
Vert. Clearance at member 2(CX003): 14'-9"
Vert. Clearance at member 9(CX004): 17'-11 1/16"
Vert. Clearance at member 11(ICX001): 17'-2 5/8"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 4 @ 5'-0"
O
u')
O
H N
044404
-
o
I4
2 @ 5' 0"
RBX004
long side
RBX005
Q
41'-4"
BL
78'-1"
CL
36' 9"
FRAME CROSS SECTION AT FRAME LINE(S) D
Shape Name = Placentia Public Safety Center Wall 4, Frame 2 BL
(2)GFB3080
GCE051054
GCE052054
GCE052054
NOT FOR CONSTRUCTION
and
and
and
and
9(CX004): 73'-1 1/2"
10(CX004): 74'-5 1/2"
9(CX004): 71'-11 7/16"
10(CX004): 73'-3 7/16"
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
FRAME CROSS SECTION AT FRAME LINE(S) D
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEijJ
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
8 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:54
a division of BlueScope Buildings North America, Inc.
Frame Member Schedule
Part Mem
CX005 1
2 RBX006 3
4 5
6 RBX007 7
8 9
10 CX006 11
12 EPX004 13
EPX005 14
EPX006 15
EPX007 16
6 5
4 3
2 1
Width Thick WebThk Depthl
6.0000 .2500 .1644 1'-1"
6.0000 .3125 .1644 1'-1"
5.0000 .1875 .1345 1'-3"
5.0000 .1875 .1345 1'-3"
5.0000 .1875 .1345 9"
5.0000 .1875 .1345 11"
5.0000 .1875 .1345 9"
5.0000 .1875 .1345 11"
5.0000 .1875 .1345 9"
5.0000 .1875 .1345 1'-2"
6.0000 .2500 .1644 1'-1"
6.0000 .2500 .1644 1'-1"
5.0000 .1875 .1345 1'-0"
6.0000 .2500 .1644 1'-0"
6.0000 .2500 .1644 1'-0"
6.0000 .2500 .1644 1'-0"
2'-11 3/4"
2 @ 5'-0"
2 @ 4'-0 5/8"
7 1/4"
2'-3"
11 1/2"
Dimension Key
Depth2
1'-1"
2'-2"
1'-3"
9 "
11"
9 "
11"
9 "
1'-2"
1'-2"
2'-0"
1'-1"
1'-0"
1'-0"
1'-0"
1'-0"
GCD052060
GCD052060
GCD052060
Approx.Lgth
17'-11 1/2"
Approx.Weight Detail
428#
36'-0 1/16" 453#
36'-11 1/2" 467#
19'-6 1/4" 411#
16'-11 1/8"
17'-6 5/8"
18'-0 3/8"
18'-2"
216#
313#
321#
323#
BR25A3
BR25CA
BR25CA
BR25A3
Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate Rows Rows PartNo
Dia. Length Thick. Out In
A 8 A325 3/4" 2 1/2" 1/2" 2 2 0097284
B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284
C 4 A325 1/2" 1 1/2" 3/8" 1 1 49080
D 8 A325 3/4" 2 1/2" 3/8" 2 2 0097284
- (2) Washers (095872) req'd at Flange Brace to Secondary. n
RBX006
o
T
GCE051054
X
GCE051054
Frame Clearances
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
between
between
between
between
at
at
at
at
at
at
member
member
member
member
member
member
members
members
members
members
1(CX005)
1(CX005)
2 (CX005)
2 (CX005)
and
and
and
and
11(CX006)
12(CX006)
11(CX006)
12(CX006)
2(CX005): 16'-8"
11(CX006): 18'-3 1/4"
13(EPX004): 16'-11 1/8"
14(EPX005): 17'-6 5/8"
15(EPX006): 18'-0 3/8"
16(EPX007): 18'-2"
74'-0 1/2"
74'-11 1/2"
72'-11 1/2"
73'-10 1/2"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) J
78'-1 3/16" 0.2497:12
A
V
N
OMO
44 a,
o
A
V
UMO
o
0 a, a,
4 a
14 @ 5' 0"
N
M
O
U'
o
O
N
MO
0a
T
GCE051054
X
GCE051054
RBX007
GCE051054
GCE051054
o
1 T
GCE051054
GCE051054
GC170120
GCE051054
GCE051054
LA
GCE052054
Q
13'-5"
CL
13'-7"
CL
23'-0"
BL
78' 1"
CL
18'-0"
CL
10' 1"
FRAME CROSS SECTION AT FRAME LINE(S) C
Shape Name = Placentia Public Safety Center Wall 4, Frame 3 BL
NOT FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
FRAME CROSS SECTION AT FRAME LINE(S) C
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
9 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:56
a division of BlueScope Buildings North America, Inc.
Frame Member
Part Mem
CX009 1
RBX009 2-3
CX010 4
Schedule
Width Thick
6.0000 .2500
8.0000 .3750
6.0000 .2500
WebThk. Depthl
.1644 1'-6"
.1875 3'-1"
.1644 1'-6"
Depth2
1'-6"
3'-1"
1'-6"
Approx.Lgth
13'-11 1/8"
25'-10 3/4"
13'-11 1/8"
Approx.Weight
302#
1198#
302#
Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
Dia. Length Thick.
A 12 A325 3/4" 2 1/2" 3/8"
Rows
Out
3 Rows PartNo
In
3 0097284
Frame Clearances
Horiz. Clearance between members 1(CX009) and 4(CX010): 25'-11" Vert. Clearance at member 1(CX009): 10'-8 3/8"
Vert. Clearance at member 4(CX010): 10'-8 3/8"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 1/2"
Dimension Key
HEB3060
o o
O
0 o o
O O O O
O O O O
rn
o
RBX009
O O O O
O O O O
HFB3060
28'-11"
29' 0"
PORTAL FRAME ELEVATION ALONG 13
Shape Name = Placentia Public Safety Center Wall 4, Frame 2
NOT FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
PORTAL FRAME ELEVATION ALONG 13
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
10 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:01:57
a division of BlueScope Buildings North America, Inc.
CLEVIS
CLEVIS
i FRAME
ROD DIA.
BRACE BRACE
+
MARK ND.
PIN DIA.
LOCATION
LOCATION
ROOF
SECONDARY
2 (2,3 OR 4) A325 BOLTS
NOTE: ALL BOLTS TO BE
NOTE: ALL BOLTS TO BE
3/8"
O97572
MEMBER
PORTAL
1 /2" X 1 1 /2" A325
1 /2" X 1 1 /2" A325
�
1/2"
O97573
FRAME !
BOLTS (49080) (U.N.O.)
��
�� � �
PRIMARY
BOLTS (49O80) (U,N.O.)
PURLIN
5/8"
O95277
O**
**O
R
3/4"
O95278
O
o I
®
PURLIN
7/8"
095279
1 1/4"
O
o o
�
1 095281
O
.
/ —
`
2 �� 1
�
II
1 /2 X 1 1 /2 A325 BOLTS (49080) WITH
1 1/8"
/
;,
,
HARDENED WASHER (095872) EACH SIDE
,� „
,7' 1/2 X 1 1/2 A325 BOLTS (49080) WITH
1 1/4"
O95282
COTTER PIN
FLANGE BRACE
/
AT PURLIN END OF BRACE)
HARDENED WASHER (095872) EACH SIDE
�� (GFB-) OR (HFB-)
(TYP
,�
1 3/8"
O97593
1 1 �2"
��
0 �
,! (TYP AT PURLIN END OF BRACE)
1 1/2"
097594
FLANGE BRACE WILL TYPICALLY
0 FIELD NOTE
CONNECT TO THE WEB OF THE
L
FLANGE BRACE (GFB- OR HFB-)
CLEVIS
THE BUILDER WILL HAVE TO
REAM -OUT THE 9/16" DIAM.
THE SECONDARY MEMBERS
DIAM. HOLES. (FOR THE 12MD6_
FIELD
HOLE IN
TO 13/16"
FLANGE
�
CLIP REQ'D W/
THICK FLANGES
FRAME MEMBER.
��
x 1 1/2"
A-325 BOLT
(49080) TYP. HFB-)
.�
��
r` l
j i
®
e /9i,% /
', `-,�
BRACE WITH A 3 4" X 2 1
/
BOLT WHEN REQUIRED.)
/ 2" A325
1 1/2"
FLANGE BRACE REQUIREMENTS:
FLANGE BRACE(CFB- OR
®
Sr ,� >
`.'�,.
\
O
�
PORTAL COLUMN DEPTH
FLANGE BRACE
_
BRACE ROD
BRACE
REQUIREMENTS:
`� >
36"
HFB6o32CROSS
PIN
(WITH SHOULDER)
MAY BE FURNISHED WITHOUT
A SHOULDER, THEN TWO COTTER
PIN WILL BE PROVIDED.
RULE#3- FLANGE
WHEN
RULE#4- WHENEVER
CENTER
RULE#5- WHENEVER
SIDE
** 10" 8c 11 1/2"
SECTION IS NOT ACCOMPANIED BY (2).CLEVIS
BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB
PART MARK IS ACCOMPANIED BY (2).
POSSIBLE, PLACE SINGLE BRACES TOWARD THE
OF THE BUILDING.
POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME
OF THE FRAME WEB.
PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
NOTES:
a FIELD DRILL 9/16"
FOR FLANGE BRACE
20' DRILL 9/16" HOLE
FROM BOLTING
HOLES IN PRIMARY AND PORTAL FRAME WEBS
CONNECTIONS_
IN PORTAL FRAME COLUMN WEB APPROX. 2"
PLATE © BEAM �.
RAKE -i
BEAM
BE KE
BEAM
REV. DATE:os/23/11 REV. N0. 03
ROD BRACING
REV. DATE:05/08/18 REV. N0.02
TYPICAL FLANGE BRACE CONNECTIONS
REV_ DATE:03/17/16 REV_ NO.03
FLUSH PORTAL FRAME CONNECTION
REV. DATE:06/24/11 REV. N0.01
REV. DATE:11/10/15 REV. NO. 03
ENDP0ST TOP BETWEEN PURLINS
BR02K1
CLEVIS ASSEMBLY
BR06AE
CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
BR12K1
FLANGE BRACE CONNECTION AND LOCATION
BR25A3
ENDP0ST
ENDPOST
TOP BRACING
WITHIN 6" (152mIn) OF PURLIN
BR25CA
NO CAP CHANNEL - BRACED TO PURLINS ONLY
F = FEET G = GAGE
I = INCHES O = OPERATION
CX*** = COLUMN (PLATE)
*** _ { )
CGX COLUMN GAGE
BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT:
GAGE POST
8 1 /2" POST SHOWN
ROOF BEAM
ROOF
E = EIGHTHS C = FIN/COLOR
WCX*** = COLUMN (HOTROLL)
10" POST SIMILAR /
,
GAGE POST
BEAM
PANEL/COVERING
REFER TO:
WIDESPAN STRUCTURAL SYSTEM
RAKE BEAM
,Il
W 1 3 1 1 7 2 6 1 K T D
RBX*** = RAFTER (PLATE)
2013 INSTALLATION GUIDE
* F F I I EGGOCCC
BGX*** = RAFTER (GAGE)
I
Q
U
LENGTH CODE
WRX*** = RAFTER (HOTROLL)
U
Q
INSULATION
TRX*** = TRUSS RAFTER
HORIZONTAL w
w
IB 1 3 0 1 O 3 6 0 3 O WV
ICX*** = INTERIOR COLUMN
I
CLEARANCE
0 a
w
z
** F F F I I I I I I E C C
"
*8 1/2" POST REQUIRES
EXTERIOR
-
BY BUILDER
INTERIOR COLUMN SPLICE
0 NOTE: BASE OF COLUMN MAY
NOT BE AT FINISHED FLOOR
REV. DATE 08/29/12 REV_ N0. 01
MARK NUMBER
REV. DATE:01/30/14 REV. NO.00
REV_ DATE:07/01/09 REV. N0.00
RAKE BEAM CONNECTION
REV. DATE:11/17/17 REV. NO.02
GAGE POST BASE CONNECTION
REV. DATE:08/12/16 REV. NO.00
CLEAR HEIGHT DIMENSION WORK POINTS
EN50B1
KEY
COMMON GENERATED MARK NUMBERS
ENB002
BASIC ERECTION GUIDE - STRUCTURAL
PF10C2
TO ENDPOST
PF13D2
FACTORY ATTACHED BASE CLIP
PFR007
AS SHOWN ON FRAME CROSS SECTION DRAWINGS
NOT FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
PRIMARY BRACING SED'S
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
X06#:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
�UTLER
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
PAGE:
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
11 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:01:57
a division of BlueScope Buildings North America, Inc.
Secondary
Mark
El
E2
E3
E4
P1
P2
P3
Part Schedule
Part
11H3611411ADD30
11E3611416ADD30
11H2911411ADB30
11E2911416ADB30
11Z4011413A5D3
11Z3311413A5B3
11Z3311413A5B1
OPart Mark Key
1 560805
2 001IBRC15066
3 001IBRC19114
4 001IBRC14114
5 001IBRC07054
6 5ECP11
7 002IBRC15066
8 002IBRC19114
9 003IBRC19114
10 002IBRC14114
11 002IBRC07054
12 6ECP21
1 1'-0"
Dimension Key
Thick.
0.1130
0.0680
0.1130
0.0680
0.0880
0.0880
0.0880
Depth Lap
11 1/2"
11 1/2"
11 1/2"
11 1/2"
11 1/2"
11 1/2"
11 1/2"
3'-10 1/2"
3'-10 1/2"
Detail
BR09W2
RS12PH,RS12PA,RS12PJ
BR09W2
RS12PH,RS12PA,RS12PJ
RS02T1,RS01U1
RS02T1,RS01U1
RS02T1,BR18E2,RS01U1
a
ao
re
-
a
CO
CO
0 Secondary Bracing Schedule
Id Qty Mark No Spacing
1 11 PBA0503 5'-0"
2 48 CPBB050108(Typ.5'-0"
3 4 CPBB040202 4'-0 5/8"
4 11 PBA0404 4'-0 5/8"
5 16 CPBB001002 8 5/8"
6 4 CPBB040414 4'-3 3/8"
See SED:
RSB016, RSB036, RSB019, RCB361, RSR033
BR09K5, BR09JG, BR09RY, BR09RZ, BR09JR
BR09JH, BR09K2, BR18E2
L
BL
72'—0"
ZT
ZT
ZI
-\:_/-
44'-8"
22'
6"
�-
_.
6 E1-77 6 E3 6
11 11 11
11 11 II 11
r, `-P1 (TYP )�J `P2 (TYP )
I�
`:J
5l
a
5l
a
x.[
O
a
51 a
5l
5l
5l
4 —
—
—
— - 1
J
BBL
ROOF SECONDARY PLAN
78'-1"
Wa '
BBL
Shape Name = Placentia Public Safety Center, Shape = Admin Building, Shape = Shooting Range, Shape = Utility Bldg.
BL
BL
NOT FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ROOF SECONDARY PLAN
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
iuTLEF2>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
12 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:00
a division of BlueScope Buildings North America, Inc.
ERECTION NOTE:
USE
T-45
SCRUBOLT
HEAD
BE ON
EAVE
EAVE STRUT
BRACE
(ESBS_) (NOT
(1) 11/32"
GRAY SCRUBOLT
NUT
OF SCRUBOLT
OUTSIDE
STRUT
STRAP
X
(097267)
OF
q
'
1 13
��'
1/4"
(097352)
TO
USE (2) 1 /2 "
GALV. HEX NUTS
47120 LOCATE
( )
(1) NUT ON EACH
SIDE OF PURLIN
USE TOP HOLE OF
ANTI —ROLL CLIP
IFPRESENT.
\ q
e e
PURLIN
EAVE PURLIN BRACE
(PBA-) AT 8 1/2", 10",
\ 11 1/2" PURLINS.
REQ. AT 7" PURLIN
TO 7" EAVE STRUT)
AVE STRUT
ERECTION NOTE:
BRACE
LOCATION
FRAME BRACE
LOCATION
ROOF
SECONDARY
CHANNEL BRACES
WEB, BUT DO
SECURE. INSERT
WEB SLOTS AND
TO CHANNEL
THAT END AT A PURLIN
NOT HAVE TABS TO BEND AND
CLIP (544015) THROUGH
USE A DROP PIN TO ATTACH
BRACE.
(1) 1/4" X 6 1/4
DROP PIN (097556)
-
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
-
WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER
CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR
A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD
CHANN EL
-
:
MEMBER
--
o+*
o
o
N
FIELD NOTE
FLANGE BRACE
(GFB-) OR
FLANGE BRACE
CONNECT
(HFB-)
WILL TYPICALLY
TO THE WEB OF THE
THE BUILDER WILL HAVE TO FIELD
REAM -OUT THE 9/16" DIAM. HOLE IN
THE SECONDARY MEMBERS TO 13/16"
DIAM. HOLES. (FOR THE 12MDB_ FLANGE
CLIP REVD W/
THICK FLANGES
FRAME MEMBER.
(55307)
II
II
\ CHANNEL
BRACE
CHANNEL
BRACE
or
e
�,
�_��_II
����
BRACE WITH A 3/4" X 2 1/2" A325
BOLT WHEN REQUIRED.)
'�
_�IIA�
(CPB-)
(CPB-)
%
ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:
i!1
-
/
/
PURLIN
JI'I
RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED.
RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2).
RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). DROP
RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING.
RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB.
** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP.
DETAIL
BRO9JG
WEB ENDING CLIP
(0544015)
PURLIN
PURLIN
L(l) 1 4" X 6 1
PIN (097556)
4"
USE WHEN CHANNEL
DOES LINE UP WITH
SLOTS IN THE PURLIN
BRACE
THE
WEB.
USE WHEN CHANNEL BRACE
DOES NOT LINE UP WITH
THE SLOTS IN THE PURLIN WEB.
(TYP. PER EACH
END)
USE WHEN CHANNEL BRACE
DOES LINE UP WITH THE
SLOTS IN THE PURLIN WEB.
USE WHEN CHANNEL
DOES NOT LINE
THE SLOTS IN THE
BRACE
UP WITH
PURLIN WEB.
REV. DATE:04/01/11 REV. NO.01
CHANNEL BRACE ENDING AT PURLIN WEB
REV. DA1ED7/01/D9 REV. NO. OD
REV. DATE 04/01/11 REV. NO.01
CHANNEL BRACE ENDING AT
PURLIN WEB
REV. DATE.07/20/16 REV. NO. 05
EAVE BRACE STRAP AND EAVE PURLIN BRACE
REV. DATE:O5/O8/18 REV. NO. O2
TYPICAL FLANGE BRACE CONNECTIONS
BRO9JG
SELF -DRILLER WITH BENT TABS
BR09JH
SINGLE CHANNEL
ENDING AT PURLIN
PURLIN BRACE
WEB LOCATION
BRO9JR
WEB ENDING CLIP WITH DROP
PIN
BRO9K2
LOCATED AT EAVE - CENTERLINE OF FRAME
BRO6AE
CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
END
FRAME INT. FRAME
END BAY
INT.
FRAME
INTERIOR
BAY
INT. FRAME
NOTES:
-DO NOT ATTACH PANEL OR PANEL CLIPS TO COMPOSITE STRUT MEMBER. -SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN -COMPOSITE STRUT MEMBER MAY BE ABOVE OR BELOW SECONDARY MEMBER -8 1/2", 10", OR 11 1/2" PURLINS ONLY
PNG1N G
SE cONOAR�( S
COMPOSITE DROP/PI'N X097 56'
STRUT ( )
MEMBER $ 5 g"
»
(2) 1 /4-14 x 1 1 /4 G GPg� 4�D�5)
STRUCT FSNR (55307) , OR,EN � CAP `05
o_ .&
o
ro;
0 ROOF/WALL
zo SECONDARY
CHANNEL PURLIN BRACE
* NOTE: (CPB-) LOCATE PER
DETAIL
•EAVE
BRACE
ROOFBOTTOM
SHEOET
���
�`�'
PURLIN
S
11 ����
USED
(PBA-)
������'���
1 it
1 FOR INTERIOR BAY AND AT FRAME
** FIELD DRILL HIGH
(1) 5/16" DIA.
HOLE (IF REQUIRED)
FOR SCRU-BOLT
CONNECTION
1D CIFK\
pvR�1N
2 \\' � ---
'�"/
\\\ ���
USE (1) 11/32" X 1 1/4"
LINE
EAVE STRUT
It
��� **
AT EAVE
STRUT BEND PBA TABS
AND USE
SCRUBOLT
(HEAD OF
(2) 11/32" X 1 1/4" T-45 GRAY
(097352) AND SCRUBOLT NUT (097267)
SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT)
(1) PURLIN BRACE
(1) PURLIN BRACE
SEE FACE OF
CHANNEL -I
0 7 O 0
0 7
0 0
FACE
EAVE STRUT
EAVE
BRACE
OF
PURLIN
ASSY.
(PBA-)
EAVE STRUT VIEW
FOR TAB ATTACHMENT
CHANNEL
(2) PURLIN BRACE
] ] 0 O
�
CHANNELS
(2) PURLIN BRACE
o
(3) PURLIN BRACE] O
CHANNELS
0 CHANNELS
(4) PURLIN BRACE]
]
(4) PURLIN BRACE
CHANN ELS
CHANNELS
�
3'�
TYPICAL
�
��
TYPICAL
**FIELD DRILL
(1) 5/16" DIA.
HOLE (IF REQUIRED)
FOR SCRU-BOLT
CONNECTION
EAVE
STRUT
1 CLUSTER
I-3 .1
CLUSTER
STANDARD NOTES:
±
STANDARD NOTES:
-4
— PURLINS HAVE CLUSTERS
THESE CLUSTERS
0 - DO NOT INSTALL
] - INSTALL PURLIN
SEE SECONDARY
- INSTALL PURLIN
- CHANNEL BRACE
PROVIDED THEY ARE
OF 4 HOLES FOR ATTACHING PURLIN BRACES.
ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
PURLIN BRACES AT THIS CLUSTER LOCATION.
BRACES AT THIS CLUSTER LOCATION.
ROOF DRAWING FOR BRACE REQUIREMENTS.
BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.
MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER
ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY.
- PURLINS HAVE CLUSTERS
THESE CLUSTERS
0 - DO NOT
] - INSTALL
SEE SECONDARY
- INSTALL PURLIN
- CHANNEL BRACE
PROVIDED THEY
OF 4 HOLES
ARE REPRESENTED
INSTALL PURLIN BRACES
PURLIN BRACES AT
ROOF DRAWING
BRACES AT THE RIDGE
MAY BE LOCATED IN
ARE ALIGNED FROM
FOR
BY ONE
THIS
FOR
AND
EITHER
EAVE
ATTACHING PURLIN
OF THE SYMBOLS
AT THIS CLUSTER LOCATION.
CLUSTER LOCATION.
BRACE REQUIREMENTS.
WORK TOWARD THE
SET OF SLOTS IN
TO EAVE IN A GIVEN
BRACES.
BELOW:
EAVE,
CLUSTER
BAY.
USE
GALV.
(47120)
1) NUT
SIDE
T-45 GRAY SCRUBOLT 097352)
SCRUBOLT NUT (097267
HEAD OF SCRUBOLT TO
(2) 1/2" BE ON OUTSIDE OF
HEX NUTS EAVE STRUT
LOCATE
ON EACH COTE: SEE ROOF FRAMING PLAN FOR
OF PURLIN PBA- LOCATION AND QUANTITY.
LOCATE PBA- IN UPPER POSITION
WHEN ONLY (1)PBA IS REQUIRED.
USE (2) 1/2" GALV.
NUTS (47120) LOCATE
NUT EACH SIDE OF
NOTE:
HEX
(1)
PURLIN
PURLIN
EAVE PURLIN
BRACE ASSY.
(PBA-)(TYP.)
SEE ERECTION DRAWINGS
FOR LOCATION
IF NO ADJOINING CPB_ EXISTS, BEND THE CHANNEL ERECTION DRAWINGS
TABS TOWARD THE PURLIN WEB AND USE ASELF-
SELF -
DRILLER (55307) TO ATTACH. IF CPB- EXISTS BOTH
SIDES OF COMPOSITE PURLIN THEN USE DROP PINS.
FOR LOW OR HIGH
EAVE LOCATIONS.
REV. DATE:O2/22/22 REV. NO.O5
EAVE STRUT BRACE
REV. DATE:07/01/09 REV. NO.00
PURLIN BRACE CLUSTER LOCATION
REV. DATE:07/01 /09 I REV. NO.00
PURLIN BRACE
CLUSTER LOCATION
REV. DATE:11/26/12 REV. NO.01
HIGH EAVE PURLIN BRACE
REV. DATE:07/01/09 REV. NO.00
COMPOSITE STRUT ASSEMBLY ATTACH.
BRO9W2
ALL WALL PANEL TYPE
BRO9K5
BRO9RY
END BAY CHANNEL LOCATION
BRO9RZ
INTERIOR
BAY
CHANNEL LOCATION
BR18E2
ROOF SECONDARY
NOT FOR CONSTRUCTION
3 1/2"
3 5/8"
ERECT
O\
DRAW
\G
PART
VAR<
TT
TTTT-TT
TTTTTT
TTTT-TT
C
L
ADJUST. CODES
D
ADJUST. CODES
LIP
ri-
GAGE
GAGE
EIGHTHS
R
EIGHTHS
INCHES
LENGTH
1 W 1 B
3 INCHES
LENGTH
F
SHAPE
DEPTH
DEPTH
COUNTER
3 A Y
\
U
V
3E
DEPTH
SHAPE GAGE
CA\OPY
(c)/DATTo\(D)/
SHAPE GAGE
ROOF(R)/WALL(W)DEPTH
\U
V
3 E
R
07 = 7"
08 = 8 1/2"
10 = 10"
11 = 11 1/2"
Z = ZEE 11 = 0.113
C = CEE 12 = 0.098
13 = 0 E = LOW EAVE STRUT .088
H = HIGH EAVE STRUT
14 = 0.079
15 = 0.073
16 = 0.068
1 7 = 0.060
_
07 - 7"
08 = 8 1/2"
10 = 10"
ZS = ZEE 11 = 0.113
CS = CEE 12 = 0.098
ES = LOW EAVE STRUT 13 = 0.088
3 U
L
I
\
G SHAPE
3 5/8"
1 1 = 1 1 1
/2
HS = HIGH EAVE STRUT
BB = BACK TO BACK CEE 14 = 0.079
FB = FACE TO BACK CEE 15 = 0.073
FF = FACE TO FACE CEE 16 = 0.068
17 = 0.060
T-7
THE
ROOF/WALL
3 A
3 U
Y
L
/
D\
3 U
G
\
PL_A\E
3 L_
C
E
A\
CODE
O
P
A\D
Y/
P
3 A
3AY
E
R
\
T
TEE
T
O\/
S
3 1 /2"
REV. DATE:07/01/09 REV. NO.00
SECONDARY PART MARK NUMBER
REV. DATE:O7/O1/O9 REV_ NO O0
PURLIN / GIRT
REV. DATE.07/D1/09 REV.
NO.00
SPECIAL SECONDARY PART MARK KEY
REV. DATE.01/31/13 REV. NO.01
SECONDARY BUNDLE LOCATION KEY
EN51 B2
COMMON GENERATED MARK NUMBERS
EN51 B3
ALL SECONDARY DEPTHS
EN53H 1
11 1/2" 292rnm
EN51 B1
COMMON GENERATED MARK NUMBERS
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ROOF SECONDARY SED'S (a)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
.JOB #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
�UTLE�
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
PAGE:
13 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:00
a division of BlueScope Buildings North America, Inc.
EPC3 (WELDED)
PG1 CLIP
1/2" A307 THIN
SHIM PLATE
WELDED CLIP CONNECTION �5
(4)
HEAD BOLT (096636)
ROOF PITCH
RANGE
PART
NUMBER
WELDED CLIP CONNECTION
& NUT
N/A
1 00�
(095032)
.25 TO 1.99
m
m
ALT. CONNECTION (10")
'
0 ALT. CONNECTION
EAVE STRUT
2.D TO 2.49
ESH1
ALT. CONN. (11 1/2")
�
��°
N
j
� /
•
2.5 TO 3.49
ESH2
P -s
ENDBAY
e
3.5 TO 4.00
ESH3
C
P
ROOF
PURLIN �
o/
c'S
q
I'
EAVE
STRUT
�
`\ =so
�.,5
BOLTED CLIP CONNECTION
SAVE STRUT
49 \,
SHIM
(SEE CHART)
PLATE
EAVE STRUT BRACE STRAP
00\
ALT. CONNECTION
CLIPS MAY BE REQUIRED FOR
Al:
PG1 CLIP (BOLTED)
j
PURLIN TO FRAME CONNECTIONS.
\
�
PURLIN OR
EAVE STRUT
INSERT PANEL CLIP
��
N
fe
REFER TO INDIVIDUAL FRAME
SHIM PLATE ROOF
BEAM THRU
ADAPTER (0543130)
��
CROSS SECTIONS FOR BOLTED
CLIP PART NUMBERS AND THEIR
(SEE CHART) BEND
/2�� X 2��
Cl-() / A325
HOLES AND
TABS AWAY
LOCATIONs. 2
1 2„ X 2„
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
PAGE:
14 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:01
a division of BlueScope Buildings North America, Inc.
Secondary Part Schedule
Mark Part Thick. Depth Lap
G14 08Z0308417DG00 0.0600 8 1/2"
G15 08Z1000417DD00 0.0600 8 1/2"
G16 08Z1902417DD00 0.0600 8 1/2"
G17 08Z2108416DD00 0.0680 8 1/2"
G18 08Z0309417GU00 0.0600 8 1/2"
G2 00108ZS210741700 0.0600 8 1/2"
G3 00208ZS030541700 0.0600 8 1/2"
G38 00308ZS130911400 0.0790 8 1/2"
H2 00308JS2008617 0.0600 8 1/2"
H4 00708JS0800017 0.0600 8 1/2"
H5 00108JS0600617 0.0600 8 1/2"
H6 00408JS0304417 0.0600 8 1/2"
J10 00208JS1508217 0.0600 8 1/2"
J11 00608JS1508216 0.0680 8 1/2"
J12 01008JS1508117 0.0600 8 1/2"
J13 01108JS0005617 0.0600 8 1/2"
J14 00908JS1609417 0.0600 8 1/2"
J3 00508JS0708217 0.0600 8 1/2"
J4 00808JS1508217 0.0600 8 1/2"
J8 01208JS0011017 0.0600 8 1/2"
J9 01308JS0101017 0.0600 8 1/2"
8 7
6 5
4 3
2 1
3'-0"
4'-2"
1'-6"
4'-0"
1'-11"
4'-0 1/2"
3'-4 1/2"
4'-5 3/4"
Dimension Key
9 GFA200
8 G3
7 J9
6 J8
5 J13
4 H6
3 G14
2 JTG1
1 PG1
Part Mark Key
Detail
WS12A2,WS20F2,BRR052
WS12A2,WS01G2,BRR052
BRR052,WS01G2
BRR052,WS01G2
WS12A2,BRR052,WS20F2
WS20F2
WS12A2,WS20F2
WS12A2,WS04C2,BRR052,WS01G2
WS20F9,BRR052,WS01G2
WS20F9
BRR052,WS01G2,WS20F9
WS20F9
WS20F2,WS20FB,WS20F9,WS20B2,WS20B8
WS20F2,WS20FB,WS20F9,WS20B2,WS20B8
WS20F9,WS20F2,WS20B5,BRR052,WS20B8
WS20B5,BRR052,WS20H2
WS20F9,WS20F2,WS20B5,BRR052,WS20B8
WS20F9,WS20B2,WS20B8
WS20F9,WS20F2,WS20B2,WS20B8
WS20B5,BRR052,WS20H2
WS20B5,BRR052,WS20H2
G15
10'-1"
H5
H5
G16
'_1"
CL
H2
H2
G17
G2
H4
H4
1W1B1 1W1B2
19'-3"
14'-4"
20' 3"
•
CL
BL
21'-9"
78' 1"
1W1B3
' 0"
h
CL
27' 0"
8' 0"
G18
5'-1"
SECONDARY ELEVATION AT E
Shape Name = Placentia Public Safety Center, Wall = 1
NOT FOR CONSTRUCTION
BL
CO
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
SECONDARY ELEVATION AT E
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
iuTLEF2>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
15 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:04
a division of BlueScope Buildings North America, Inc.
Secondary
Mark
G22
G24(Nest)
G25
G39
G40
G41
G42
G43
G44
H7
J16
Part Schedule
Part
07C3205411CC20
08Z2805416GG00
08Z3505415GGB0
08Z3505413GGB0
08Z0407417GG00
08Z1703417GG00
00408ZS050541700
08Z2805414GG00
08Z1404417GG00
08Z1406417GG00
01408JS0600017
01508JS1202217
Bracing Part Schedule
Part Qty Length
07RU2501 2 25'-1"
3 2
1 6"
2'-11 3/4"
1'-0"
Dimension Key
Thick. Depth
0.1130 7"
0.0680 8 1/2"
0.0730 8 1/2"
0.0880 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
0.0790 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
Detail
BR02K1
4 GFA106
3 GFA200
2 PG1
1 JTG1
°Part Mark Key
Lap
Detail
WS12A2
WS12A2,WS01K2,BRR052
WS12A2,BRR052,WS01K2
WS12A2,BRR052,WS01K2
WS12A2,WS01K2,BRR052,WS01BY,WS20F2
WS12A2,WS20F2,BRR052
WS12A2,WSR056
WS12A2,WS01K2,BRR052
WS12A2,BRR052,WS20F2
WS20F2,WS01K2,BRR052,WS01BY
WS20F9
WS20F9,WS20F2,WS20B2,WS20B8
0 Secondary Bracing Schedule
Id Qty
1 6
2 4
Mark No
CPBB050108
0544015
Spacing
5'-0"
0'-0"
0.1RU2501
07RU2501
G22
G42
G40
H7
G41
G39
G25
07C3205411CC20
G44
G24 (Nest)
G43
1W2B1
18'-10" Y 6' 0"
CL
29'-0"
1W2B2
1W2B2
5' 2" Y 15'-1" k 6' 0" k 15'-11"
CL
BL
67' 0"
36' 0"
CL
i
SECONDARY ELEVATION AT 3
Shape Name = Placentia Public Safety Center, Wall = 2
NOT FOR CONSTRUCTION
BL
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
SECONDARY ELEVATION AT 3
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
16 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:05
a division of BlueScope Buildings North America, Inc.
Secondary
Mark
G10
Gil
G45
G46
G47
G7
G8
Part Schedule
Part
00908ZS170541702
01008ZS090941702
00508ZS120141702
00808ZS130161702
01308ZS220541602
00608ZS130041702
00708ZS220541402
Thick. Depth
0.0600 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
0.0600 8 1/2"
0.0680 8 1/2"
0.0600 8 1/2"
0.0790 8 1/2"
2 GFAP1114
1 2'-10 1/4" 1 GFAP1084
Dimension Key Part Mark Key
Lap
Detail
BRR052,WS01T2
WS12A2,BRR052,WS01T2
WS12A2,WS01T2,BRR052
WS12A2,WS01T2,BRR052
BRR052,WS01T2
BRR052,WS01T2
BRR052,WS01T2
P
V
G46
G45
G7 (Typ. )
G47
G8
G10(Typ.)
Gil (Typ.)
1W3B0
13' 5"
CL
1W3B1 1W3B2
13'-7"
CL
23'-0"
BL
78' 1"
CL
1W3B3
18'-0"
CL
1W3B4
10'-1"
SECONDARY ELEVATION AT C
Shape Name = Placentia Public Safety Center, Wall = 3
NOT FOR CONSTRUCTION
BL
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
SECONDARY ELEVATION AT C
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
17 VPC FILENAME: Placentia Public Safety Center
11/21/2022
10:02:06
a division of BlueScope Buildings North America, Inc.
Secondary
Mark
G32
G34
G48
G49
G50
G51
G52
G53
G54
H8
H9
J17
J18
Part Schedule
Part Thick. Depth Lap
11Z3611411ADD0 0.1130 11 1/2"
11Z2911411AD00 0.1130 11 1/2"
11Z3102413DL00 0.0880 11 1/2"
11Z0306416AL00 0.0680 11 1/2"
11Z3611416ADD0 0.0680 11 1/2"
11Z0211416AL00 0.0680 11 1/2"
11Z2911416AD00 0.0680 11 1/2"
11Z2311416DL00 0.0680 11 1/2"
JCP051110 0.0680 11 1/2"
00111JS0102016 0.0680 11 1/2"
00411JS0200016 0.0680 11 1/2"
00211JS0905416 0.0680 11 1/2"
00311JS0905416 0.0680 11 1/2"
Bracing Part Schedule
Part Qty Length
07RU2304 2 23'-4"
7 6
5 4
3 2
1 3'-6"
2'-0"
1'-2"
4'-1"
7 1/4"
2'-3"
1'-0"
Dimension
Detail
BR02K1
8 GFA206
7 G54
6 H9
5 G51
4 PGV1067
3 JTG2
2 H8
1 PG1
Key Part Mark Key
Detail
WS12A2,BRR052,WS01G2
WS12A2,BRR052,WS01G2
WS12A2,BRR052,WS01G2,WS20F2
WS12A2,WS20F2
WS12A2,BRR052,WS01G2
WS12A2,WS20F2
WS12A2,BRR052,WS01G2
WS20F2,BRR052,WS01G2
WS20F9
WS20F9
WS20F2,WS20FB,WS20F9,WS20B2,WS20H2
WS20F2,WS20FB,WS20F9,WS20B2,WS20H2
0 Secondary
Id Qty
1 4
2 4
3 8
Bracing Schedule
Mark No
CPBB080108
CPBB020408
0544015
Spacing
8'-0"
2'-3"
0'-0"
J
Framed Opening Locations
Id Width Height Sill Ht. Frame
FO1 1'-2" 1'-2" 15'-10" 1
FO2 2'-0" 2'-0" 15'-0" 2
To Dimen. Description
Jamb -L 3'-1" 14" x 14" Louver Opening
Jamb -L 24'-6" 24" x 24" Louver Opening
G49
G50
G32
G48-
07RU2304
8 8
07RU2304
G52
G34
1W4B1
CL
36'-0"
31'-9"
1W4B2
24' 6"
1W4B2
BL
67' 0"
CL
29'-0"
CL
SECONDARY ELEVATION AT 13
Shape Name = Placentia Public Safety Center, Wall = 4
NOT FOR CONSTRUCTION
BL
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
SECONDARY ELEVATION AT 13
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
<3.-UTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
18 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:07
a division of BlueScope Buildings North America, Inc.
END FRAME WITH OR WITHOUT N
FRAMED OPENING OR
INTERIOR FRAME NEAREST THE
INT.
FRAME INT. FRAME
INTERIOR BAY
ROD DIA.
CLEVIS
MARK ND.
CLEVIS
PIN DIA,
BRACE
LOCATION
i FRAME BRACE
LOCATION
ROOF
SECONDARY
2 (2,3 OR 4) A325 BOLTS
3/8"
097572
MEMBER
PORTAL
CENTER OF THE FRAMED OPENING
INT. FRAME
1 1 2"
097573
!,
/ FRAME
PRIMARY
\_. WHEN AN INTERIOR B� /
(1) GIRT CHANNEL
5/8"
095277
O**
**o
�jj j FRAME
END BAY OR INTERIOR BAY
BRACE
O 1 O O
3/4"
O95278 I
o
o
to
I
7/8"
095279
1 1/4"
N
O
\
/
o O
®
(1) GIRT CHANNEL
(2) GIRT CHANNEL
]
1"
095280
.
-
2 II �,
1 ---
I;,
BRACE
0 1 0 0
BRACES
0 ] O
1 1/8"
095281
/
/
,
1 1/4"
/
095282
COTTER PIN
/
FLANGE BRACE
(GFB-) OR (HFB-)
/
(2) GIRT CHANNEL
] ]
(4) GIRT CHANNEL
1 3/8"
097593
1 1/2"
®�
��
®
®
BRACES
O
BRACES
] ] ] ]
1 1/2"
097594
FLANGE BRACE WILL TYPICALLY
FIELD NOTE
CONNECT TO THE WEB OF THE
(3) GIRT CHANNEL
1 1 1 O
CLEVIS \\
THE BUILDER
REAM -OUT THE
THE SECONDARY
DIAM. HOLES.
WILL HAVE TO FIELD
9/16" DIAM. HOLE IN ,I
MEMBERS TO 13/16"
(FOR THE 12MD6_ FLANGE
,
CLIP REQ'D W/
THICK FLANGES
FRAME MEMBER.
-�
1/2" X 1 1/2"
A-325 BOLT
(49080) TYP.
BRACES
(4) GIRT CHANNEL _
] ] ] ]
3"
TYPICAL
BRACE WITH
BOLT WHEN
A 3 4" X 2 1 2" A325
/ /
REQUIRED.)
FLANGE BRACE REQUIREMENTS:
BRACES
T
\
f
3..
TYPICAL
STANDARD NOTES:
- GIRTS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING CHANNEL BRACES. 13 PORTAL COLUMN DEPTH
FLANGE BRACE
BRACE ROD
FLANGE
ALTERNATE
BRACE REQUIREMENTS:
CONNECTIONS
24" & 36"
HFB6032
CLEVIS PIN
(WITH SHOULDER)
MAY BE FURNISHED WITHOUT
A SHOULDER, THEN TWO COTTER
PIN WILL BE PROVIDED.
RULE#3-
RULE#4-
RULE#5-
** 10"
CROSS SECTION IS NOT ACCOMPANIED
FLANGE BRACES ARE REQUIRED BOTH
WHEN PART MARK IS ACCOMPANIED BY
WHENEVER POSSIBLE, PLACE SINGLE
CENTER OF THE BUILDING.
WHENEVER POSSIBLE, PLACE ALL SINGLE
SIDE OF THE FRAME WEB.
& 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH
BY (2).
SIDES OF THE FRAME WEB
(2).
BRACES TOWARD THE
BRACES ON THE SAME
END OF PURLIN LAP.
NOTES:
0 FIELD DRILL 9/16" HOLES
FOR FLANGE BRACE CONNECTIONS.
© DRILL 9/16" HOLE IN PORTAL
FROM BOLTING PLATE
IN PRIMARY AND PORTAL FRAME WEBS
FRAME COLUMN WEB APPROX. 2"
© BEAM �.
REV. DATE:O6/23/11 REV. NO.O3
ROD BRACING
REV. DATE:O5/O8/18
REV. NO. O2
TYPICAL FLANGE BRACE
CONNECTIONS
REV_ DATE:O3/17/18 REV_ NO. O3
FLUSH PORTAL FRAME CONNECTION
REV. DA-MOB/04/13 REV. NO. 00
CHANNEL BRACE CLUSTER LOCATION
REV. DATE 09/04/13 REV. NO. 00
CHANNEL BRACE CLUSTER LOCATION
BRO2K1
CLEVIS ASSEMBLY
BRO6AE
CONT. PURLIN LAP SHOWN, CONT.
GIRT & SIMPLE PURLIN
BR12K1
FLANGE BRACE CONNECTION AND LOCATION
BRROO2
INTERIOR BAY WITH FRAMED OPENING OR END BAY
BRROO3
INTERIOR BAY GIRTS
TT
T
T
T
T
T T
ERECTION NOTE:
ERECTION
NOTE:
ERECTION NOTE:
CHANNEL BRACES
THAT END AT A GIRT WEB, BUT DO NOT HAVE TABS
WHEN
A DROP
PIN CONNECTION CANNOT BE
USED, BEND THE
DROP PIN IS LOCATED
BELOW
GIRT. INSTALL PIN FROM
USE WEB A WEB
TO SECURE CHANNEL
ENDING CLIP, A DROP PIN, AND A RETAINING WASHER
BRACE.
CHANNEL
SELF
BRACE
-DRILLER
TABS TOWARD THE GIRT WEB
(55307) TO ATTACH EACH TAB.
AND USE A
NON -FLANGE SIDE
(1) 1/4" x 6 1/4"
OF GIRT
DROP
AND INSTALL RETAINING WASHER.
PIN POSITION BOTH TABS
ADJUST. CODES
(097556) (TYP. PER
EACH
END) OUTSIDE OR BOTH TABS
GIRT SUPPORT CHANNELS
GAGE
RETAINING
WASHER
(2) 1/4-14 x 1 1 /4"
STRUCT. SCREWS (1) 1 /4" X 6 1 /4"
INSIDE OF FLANGES GIRT
(IF PRESENT) I
EIGHTHS
(97629)
PER BRACE (55307) DROP PIN (097556)
WEB
INCHES
LENGTH
I
WALL BRACE ROD
I
F_EI
(millimeters)
GIRT
I I
`
!u' 1iu
CHANNEL
I
na
!I!�IWEB
,
iGIRT
WEB
BRACE
I
/
FLANGE
I
I
I
I
SHAPE
ri—
(CPB-)
FIELD SLOT
AT INSET
THE SIDEWALL GIRT
GIRT CONDITION
I
I
DEPTH
�! s
s
�, s
I
I
I I
j
a
)
DEPTH SHAPE GAGE
I
a '
GIRTi
�
POSITION
RETAINING
----"--•POSITION
I �
�
WEB
I
I I
-
RETAINING WASHER
(97629)
BOTHTABS I
WASHER
I
BOTH TABS
OUTSIDE
�
BOTH TABS I
I (97629)
I OUTSIDE OR
�
VARIES
NOTE: MAXIMUM 2" X 4"
SLOT. DO NOT CUT INTO
GIRT FLANGE.
/
- -
07 = 7" Z = ZEE 11 = 0.113
08 = 8 1/2" C = CEE 12 = 0.098
10 = 10" E = LOW EAVE STRUT 13 = 0.088
11 = 11 1/2" H = HIGH EAVE STRUT
14 = 0.079
15 = 0.073
16 = 0.068
17 = 0.060
INSIDE OF
BOTH TABS
UNDER
FLANGES
/
WEB ENDING
I CLIP (544015)
CHANNEL J
INSIDE OF
FLANGES
(2)
STRUCT.
1/4-14 x 1 1/4"
SCREWS (55307)
SIDE OF
GIRT WEB
\;
Q
BRACE
RETAINER
WASHER
(CPB-)
USE WHEN
DOES
NOT
CHANNEL
LINE
BRACE
UP WITH
USE WHEN
DOES LINE
CHANNEL BRACE
UP WITH THE
SLOTS
(97629)
USE WHEN CHANNEL
BRACE
USE WHEN CHANNEL BRACE
THE SLOTS
IN THE
WEB.
IN THE WEB.
CHANNEL
DOES NOT LINE
THE SLOTS IN
UP WITH
THE WEB.
DOES LINE UP WITH THE SLOTS
IN THE WEB.
PURLIN BRACE
(CPB-) (TYP.)
REV. DATE:01/28/16 REV. NO. 01
CHANNEL BRACE ENDING AT GIRT WEB
REV. DATE!09/04/13
IREV.
NO. 00
CHANNEL
BRACE ENDING
AT GIRT
WEB
REV. DATE:01/28/16 REV. NO. 01
CHANNEL BRACE SPLICE
AT GIRT
REV. DATE:O9/1O/2O REV. NO. OO
INSET GIRTS WITH BRACE RODS
REV. DATE:07/O1/O9 REV, NO.OO
SECONDARY PART MARK NUMBER
BRR004
WEB ENDING CLIP ATTACHMENT
BRROO5
SELF -DRILLER WITH
BENT TABS
BRROO6
INTERMEDIATE LOCATION
BRRO52
FIELD WORK BRACE SLOT
EN51B1
COMMON GENERATED MARK NUMBERS
ERECTIO\
DRAW
\G
PART
VAR<
3 1/2"
3 5/8"
T-TTTTT
TTTT-TT
C
21/2"
25/8"
-
ADJUST. CODES P
48°
LIP
�
7, --
GAGE
EIGHTHS
R
-
INCHES
LENGTH
1 WFEET
(millimeters;
SHAPE
_
DEPTH
COUNTER
3AY
\
UM
3E
48° co
CA\OPY
(c)/ATTo\(D)/
LIP
DEPTH
SHAPE GAGE
ROOE(R)/WALL(W)
\U
V
3ER
07 = 7"
ZS = ZEE 11 = 0.113
08 = 8 1/2"
1O = 10"
CS = CEE 12 = 0.098
ES = LOW EAVE STRUT 13 = 0.088
3 U
L-
3\
G SHAPE
35/8"
„
11 = 1 1 1/2"
HS = HIGH EAVE STRUT
14 = 0.079
2 1/2"
2 5/8"
BB = BACK TO BACK CEE
FB = FACE TO BACK CEE 15 = 0.073
FF = FACE TO FACE CEE 16 = 0.068
17 = 0.060
T--
THE
ROOF/WALL
3AY/3U\DLE
3U
LD\G
PL_A\E
CA\OPY/PAPTTO\/
CODE
A\D
DE\TEES
3AY
3 1/2"
REV. DATE:O7/O1/O9 REV. NO.OO
SPECIAL SECONDARY PART MARK KEY
REV. DATE:01/31/13 REV. NO.01
SECONDARY BUNDLE LOCATION KEY
REV. DATE:O7/O1/O9 REV. NO O0
PURLIN AND GIRT SIZES
REV. DATE:O7/O1/O9 REV. NO O0
PURLIN / GIRT
EN51 B2
COMMON GENERATED MARK NUMBERS
EN51 B3
ALL SECONDARY DEPTHS
EN53F1
8 1/2" 216mm
EN53H 1
11 1/2" 292rnm
NOT FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
WALL SECONDARY SED'S (a)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
JOB #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
J4iUTLER
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
PAGE:
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
19 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:07
a division of BlueScope Buildings North America, Inc.
\
7" & 8 1/2" GIRT CLIP {PG1)
ZEE GIRT
CEE GIRT
'
SHOWN
SIMILAR
GIRT FILLER ANGLE
(GRA-) W/ (4) 55307
ZEE
CEE
�•
/'
GIRT CLIP
GIRT SHOWN
GIRT SIMILAR
•
PUNCHED GIRT FILLER ANGLE
(GFAP_) ATTACH TOP FLANGE
W/ (4) 55307
GABLE GIRT CLIP
RAKE BEAM
NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE
MEMBER, BE SURE TO CLAMP THE CEE AND ZEE AT THE
COMMON INSIDE CORNER TO ASSURE A TIGHT FIT.
1/4-14 1 1/4"
x
STRUCT FSNR (55307)
AT THIRD POINTS
A
(GC18-) AT 7", 8
(GC20-) AT 11 1/2"
OUTSET
ZEE
CEE
1/2" & 10"
GIRT
GIRT
GIRT SHOWN
GIRT SIMILAR
GIRT
G\�
7 \
a
/
,
11-0" AT 7" 8c
1'-3" AT 10" &
O RAKE
0 .� BEAM
8 1/2" GIRTS
11 1/2" GIRTS
J
BOLTS
��
,(2' �dC
�F
-o
CL FRAME
1 1/2"
10" & 11 1/2" GIRT CLIP (GCD-)
MAY BE SHOP
GIRT CLIP
CEE GIRT DEPTH
GIRT CLIP
(GCB052033)
FSNR AT THIRD
POINTS (55307)
(WELDED)
IS 1 1/2" LESS
THAN ZEE GIRT.
WELDED (GC1 OR GCA-)
ZEE GIRT SHOWN
CEE GIRT SIMILAR
(GCE-)
MAY BE SHOP
WELDED (GCB_ OR GCL)
7 , 8 1/2", 10" GIRTS
(GCE-)
MAY BE SHOP
WELDED (GCB_ OR GCL)
7, 8 1/2", 10" GIRTS
(GCM0520379)
(BOLTED)
4"
SECTION
A - A
REV. DATE07/01/09 REV.
N0.00
GIRT CONN. AT
COLUMN
REV. DATE,07/23/13 REV. NO.01
GABLE GIRT CONN. TO RAKE BEAM
REV. DATE07/01/09 REV. N0.00
GIRT CONN. AT COLUMN
REV. DATE:11/02/11 REV. N0.01
GIRT CONN, AT COLUMN
REV. DATE:11/02/11 REV. N0.01
GIRT CONN, AT COLUMN
WSD 1 BY
INSET ZEE GIRTS \A//
NESTED CEE
WSJ 1 G2
OUTSET SIMPLE GIRTS
WS01 K 2
SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANGES
WSO4C2
OUTSET GIRTS
WS01 T2
SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANGES
A
JAMB, SINGLE
OR DOUBLE
A
SECOND
JAMB
EACH
CEE ON A DOUBLE
IS HELD BACK 6" FROM
END OF MAIN JAMB.
DOUBLE
CONNECTION
I`
=-
o _
JAMB
OPTION
CORNER COLUMN
GIRT
(BOLTED)
(PG1)
()
(PG1)
(GCD_)
(GCD_)
CLIP
(WELDED)
GC1
()
(GC1)
(GCA_)
(GCA_)
AT 7" GIRT
AT 8 1/2" GIRT
AT 10" GIRT
AT 11 1/2" GIRT
GIRT TO
JAMB DEPTH
C
A
FOR
SDS
NO
OF
LESS
CLOSER
CLIP
FO'S UP
55307
( )
THAN
OR HOLES.
THAN 3/4"
TO 9'
LOCATED
3/8"
APART.
X 9'
APPROX
SCREW
`®
\
�
USE (3)
FROM EDGE
SPACING
,/�
AS
1/4"-14
SHOWN,
►
X
NOT
FIELD
DIAMETER
TO ATTACH
A325
/
1 1/4"
LOCATE AND DRILL
HOLES IN ZEE
JAMB (2) 1/2'
BOLT (49O8O)
GI
E RT
�E/grl
EE ON
0 S
E�� E�
W X10
(2)
GIRT
X
9/16"
1 ®
1/2"
FIELD LOCATE AND
DIAMETER HOLES IN
TO ATTACH (DJC1-)
DOOR JAMB
CLIP (DJC1-)
HOES
DRILL
RAKE
\
—
(2) 9/16"
BEAM
II
\
'
' 01
`.
0 ,
SECOND
JAMB
EACH
CEE ON
IS HELD
END OF
A DOUBLE
BACK 6" FROM
MAIN JAMB.
RAKE
BEAM
JAMB CLIP
7"
8 1/2"
10"
11 1/2"
GIRT DEPTH
7"
JTG3
JTG6
8 1/2"
JTG1
JTG5
JTG7
A
10"
JTG4
JTG2
11 1/2"
JTG2
SINGLE JAMB
(2)
A325
DIM.
1/2"
X 1 1/2" A
BOLT (49080)
A
'�
+,
`�'''' 9
/
\
\
I
/2 A3d7 THIN
(2) .D113;
HEAD BOLT (096636)
ENDWALL GIRT
ZEE GIRT SHOWN
CEE GIRT SIMILAR
CORNER
GIRT CLIP
VCC—
( )
G\`'
�
s
\
\
�
/
9 '
?
/
/
®
�/
NIA
SIDEWALL
ZEE
CEE
GIRT
GIRT SHOWN
GIRT SIMILAR
1g
FRAME
CLPB P01)
( )
1 /2" ANCHOR
RODS WTH
HARDENED WASHER
II
►�►�
15 ��;!;
I
I
I
(2) 1/2" A307
HEAD BOLT (096636)
& NUT (095032)
ME
FA I�G
THIN
1 1/4"
____
/��
�
�I
& NUT (095032)
O
O
GIRT CLIP
(SEE CHART)
ZEE GIRT
(JAMB SUPPORT
GIRT)
2 { )
1/2" A307
/
LE
THIN
A
DOUBLE
CONNECTION
JAMB
_
6 II
I
II I
JAMB SINGLE
II
OR DOUBLE
GIRT DEPTH 7"
9 1/4"1/4 AT
9 AT 8 1/2"
1'-0 1/4" AT 11
1'-0 1/4" AT 10"
SW GIRT
SW
1/2"
SW
GIRT
SW GIRT
GIRT
DIM
A:
\`
1 I
I
HEAD
&
BOLT
NUT
(095032)
'
(096636)
JAMB
SINGLE
OR DOUBLE
JAMB CAN BE 1 1/2" DEEPER
THAN THE JAMB SUPPORT GIRT.
BOTTOM
RAKE BEAM
OF
F,Q
Op'9MF�
FNiN
6" \�
MAX
I
II
oE�
r
rl
a
-ter
.
SECTION A -A
l-1
I
oLd
DIM. A ZEE GIRT
SHOWN
CONCRETE FSNR
AT 24" O.C.
I
I
-
GIRT
FILLER
1'-0" AT 7"
ANGLE
& 8 1/2" GIRTS
3 1/4" AT 7", 8 1/2", 10" JAMB CEE GIRT SIMILAR
/ 1/2"/
6 1/4" AT 11 JAMB JAMB CAN BE 1 1/2" DEEPER
THAN THE JAMB SUPPORT GIRT.
(ONLY EXCEPTION! 11 1/2" JAMB
CAN BE USED W/ 5 1/2" GIRT)
ALIGN JAMB AND GIRT AT BL.
(ONLY EXCEPTION: 11 1/2" JAMB
CAN 8E USED w/ s 1/2" GIRT)
G
(BY BUILDER)
BASE MEMBER I
I_ _II
_
a
-D
.
(CFA-)
W/
1'-3" AT 10"
(2) 55307 OR GREATER
SETBACKS,
NOTE: FIELD NOTCH
GIRT FLANGE WHEN
FLANGE INTERFERES
& 11 1/2" GIRTS
FOR SPECIAL FRAME
ENDWALL
CORNER COLUMN
WITH ENDWALL GIRTS,
JAMB CAN BE 1 1/2" DEEPER O
LiJ
THAN THE JAMB SUPPORT GIRT SECTION A -A
ALIGN JAMB AND GIRT AT BL.
I
SECTION
A -A
PG1 CLIP = 3 3/4"
_ PCV1067 CLIP =
ALIGN JAMB AND GIRT AT BL.
AT 7", 8 1/2", 10" GIRTS
4 3/4" AT 11 1/2" GIRTS
REV. DATE04/05/17 REV.
N0.03
GIRT CONN. AT CORNER
COLUMN
REV. DATE:11/30/15
REV. NO.03
JAMB
TO GIRT
REV. DATE07/01/09 REV. N0.00
JAMB TO RAKE BEAM
REV. DATE07/21/15 REV. N0.04
GIRT TO JAMB
REV. DATE07/01/09 REV. N0.00
JAMB BASE ATTACHMENT
WS12A2
ANY OUTSET GIRT AT EW,
ANY GIRT AT SW
WS20B2
SINGLE OR DOUBLE
JAMB, ANY ZEE GIRT
WS20B5
ANY JAMB, OUTSET ENDWALL
WS20F2
SINGLE JAMB
WS20B8
SINGLE OR DOUBLE JAMB
NOT FOR CONSTRUCTION
ENDWALL
GIRT
GIRT
(BOLTED)(WELDED)
(
(GC34_)(GC65_)
(GC62_)(GC66_)
(GC63_)(GG67_)
*** -
CLIP
*** )(GC64_)
SEE
CORNER
m
DETAIL
COLUMN
G ®
%� '1%
m ��
�
AT 7" GIRT
AT 8 1/2"
AT 10" GIRT
AT 11 1/2"
WSR007 FOR
)
GIRT
GIRT
BOLTED
�%
GIRT
(GFA_)
CLIP
GIRT
(BOLTED)(
(005)
(GCE_)
..
I
FILLER
W/
TO 7" GIRT
8 1/2"
CLIP
WELDED)
(GC2)
(GCB_)
e
q�T
'
ANGLE
(3) 55307
& 10"
AT
INSET
8 1/2"
AT 10"
8 1/2"
INSET
SIDEWALL
GIRT
DC
FRAME
SW
GIRT
GIRT
& 10"
GIRTS
OPTION
HEADER
CLIP
DOOR
EQUAL
HEADER
3"
(PG1)
EQUAL
TO JAMB
A
It
ez, '
A
,II
®�
-�►
Cif
SINGLE JAMB
SILL TO JAMB
CLIP (PG1)
SILL
‹�
'
I
-
i ��
.-
FOR FO'S UP TO 9' X 9' USE
SDS (553O7) LOCATED APPROX
NO CLOSER THAN 3/8" FROM
OF CLIP DR HOLES. SCREW
LESS THAN 3/4" APART.
SPACING
(3)
AS
EDGE
1/4"-14
SHOWN.
NOT
®
o'
o
`
X 1 1/4"
SINGLE JAMB
EQUAL
3"
A
t
EQUAL
S
o
��i
A
/
SINGLE JAMB
1 2" A307
(2) /
HEAD BOLT (096636)
& NUT (095032)
FIELD LOCATE AND
HOLES IN
TO ATTACH JAMB (2)
A325 BOLT (49080)
THIN
DRILL (2) 9/16DIAMETER
ZEE GIRT
1/2" X 1 1/2"
�
��
'
;
I
/
JAMB
CLIP
`
E
BASE r
ZEE GIRT
IRT
��AIIN,
I
I
I
SE
eeIQW�C!ION
—
O O
(4) 1/2" A3d7 THIN
HEAD BOLT (096636)
(4) 1/2" A307 THIN
OPENING HEAD BOLT (096636)
A
SECTION
i
A
OPENING
HEIGHT
-A
& NUT 095032
( )
I I
I I
I I
i I
HEIGHT & NUT (095032)
,
JAMB CAN BE 1 1/2" DEEPER
THAN THE JAMB SUPPORT GIRT.
(ONLY EXCEPTION. 11 1/2" JAMB
CAN BE USED W/ 8 1/2" GIRT)
SECTION A -A
EQUAL 3" EQUAL
I
q
SECTION A -A
ALIGN JAMB AND GIRT AT BL.
PG1 CLIP = 3 3/4" AT 7", 8 1/2", 10" GIRTS
PGV1O67 CLIP = 4 3/4" AT 11 1/2" GIRTS
REV. DATE:07/01/11 REV. N0. 00
REV. DATE:12/01 /15 REV. 04 NO.
BASE TO GIRT
REV. DATE:07/01/09 REV. NO.00
HEADER TO JAMB
REV. DATE 09/10/13 REV. NO. 00
GIRT CONN. AT CORNER COLUMN
WS20FB
SILL TO JAMB JAMB
ANY SILL, ANY SINGLE JAMB
WS20H 2
ALL JAMB AND GIRT DEPTHS
WS20F9
ANY HEADER, ANY SINGLE JAMB
WSR004
ANY INSET GIRT AT EW, INSET GIRT AT SW
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
WALL SECONDARY SED'S (b)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
JOB #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
�UTLE3>
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
PAGE:
20 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:09
a division of BlueScope Buildings North America, Inc.
GIRT TO
JAMB CLIP
JAMB DEPTH
7"
8 1/2"
10"
11 1/2"
GIRT DEPTH
7"
JTG3
JTG6
8 1/2"
JTG1
JIGS
JTG7
10"
JTG4
JTG2
11 1/2"
3102
(2) 1/2" X 1 1/2" A
A325 BOLT (4905O)
DIM. A
r 1
O
O
SECTION A -A
E
DIM. A
3 1/4" AT 7", 8 1/2", 10" JAMB
6 1/4" AT 11 1/2" JAMB
A
SINGLE JAMB or
DOUBLE JAMB
(2) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
GIRT CLIP
(SEE CHART)
ZEE GIRT SHOWN
CEE GIRT SIMILAR
JAMB CAN BE 1 1/2" DEEPER
THAN THE JAMB SUPPORT GIRT.
(ONLY EXCEPTION. 11 1/2" JAMB
CAN BE USED W/ 8 1/2" GIRT)
ALIGN JAMB AND GIRT AT BL.
REV. DATE:OB/18/15
REV. NO.00
WSR056
GIRT TO JAMB
FACE OF SINGLE JAMB
NOT FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
WALL SECONDARY SED'S (c)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
21 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:10
a division of BlueScope Buildings North America, Inc.
Covering Schedule Trim Schedule
Id Qty Start Length Qty Stagger LengttType Gage OP Fin. Color Direction Id Parts #10 1 29'-1 1/8" MR24 24 93 K HA Left to Right T1 0630043 #11 1 30'-6" MR24 24 93 K HA Left to Right
#12 1 19'-8 3/4" MR24 24 87 K HA Left to Right
#13 17 29'-8 3/4" 16 34'-8 3/4" MR24 24 11 K HA Left to Right #14 17 49'-1 1/8" 16 44'-1 1/8" MR24 24 22 K HA Left to Right Oper. Code:93=SQ,NT
Oper. Code:87=SQ,SQ
Oper. Code:11=SQ,SQ
Oper. Code:22=SQ,NT
Finish : K=Butler-Cote
Color:HA=Cool Harvest
Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick. Facing
BLK1 34 IU 80'-6" 80'-6" 8.00 OF 1 �3
BLK2 17 IB 80'-6" 80'-6" 6.00 WM Starter Width= 2'-0", Interm. Width= 2'-0", End Width= 2'-0" Location =Outside Secondary Structural
Direction =Across Secondary Structural Q
Color
Match
4 �6
Details
Wall Color
cT) C9)
10 11 1 13
1 Type:IU=TBS Fiberglass Top Blanket
Type:IB=TBS Fiberglass Bottom Blanket
Facing:UF=Unfaced
Facing:WM=WMP-50
a _
m
c,
N
T1
m
o
(NI
T1
P2l
\
C.) i4
r
\
—•—
N
44'-8"
‘
22' 6"
N
CO
CO
m cr
O
r,
rn
a r,
W ch
o
34'-8 3/4"
44'-1
1/8"
29'-8 3/4"
49'-1 1/8"
\
.Fl.
\
JT1
#1219'-8 3/4"
#11-30'-6"
#1Lf0 T1
_29'-1 1/8"
W a
72'-0"
78'
1"
'It
BL BBL
ROOF
Shape Name = Placentia
COVERING PLAN
Public Safety Center, Shape = Admin Building,
Shape
BBL BL BL
Planograph Schedule
Id Details
T1 P-080572, P-104549
= Shooting Range, Shape = Utility Bldg. NOT FOR CONSTRUCTION
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
ROOF COVERING PLAN
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
JOB #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
WITH THIS
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE W DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
�UTLE�
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
PAGE:
22 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:13
a division of BlueScope Buildings North America, Inc.
Covering Schedule
Id Qty Type Start Length
#1 16 THFL25 21'-0 1/4"
#2 1 THFL25 5'-9 1/8"
#3 2 THFL25 19'-9 1/2"
#4 2 THFL25 5'-6 1/2"
#5 2 THFL25 19'-6"
Oper. Code:1=SQ,SQ
Finish:K=Butler-Cote
Color:HA=Cool Harvest
Planograph Schedule
Id
T1
T2
T3
T4
T5
T6
T7
T8
T9
Details
B -081517,P-080879
B-080830,B-FRMOP2,
B-080830,B-FRMOP2,
B-FRMOP2,B-FRMOP3,
B-080830,B-FRMOP2,
B-080830,B-FRMOP2,
B-080830,B-FRMOP2,
B-080830,B-FRMOP2,
B-FRMOP2,B-FRMOP3,
Gage
26 26
26 26
26 OP Fin. Color Increment Direction
1 K HA -7/8"
1 K HA
1 K HA -7/8"
1 K HA -7/8"
1 K HA -7/8"
B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP4,P-080879
B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP4,P-080879
T10 B -081517,P-080879
T11 B -081517,P-080879
T12 B -081517,P-080879
T13 B -081398,B -081517,P-080879
T14 B-081517,P-080883,P-081167,P-105018,P-RCI
3 4'-0"
2 3'-4 1/2"
1 2'-5 3/4" Scribe Line
Dimension Key
Left to Right
Left to Right
Left to Right
Left to Right
Left to Right
CO
ri
ri
N
Trim Schedule
Id Parts
Ti (6.6)F5980-26-12,(3.9)PBA20,(3.9)PSA20
T2 (1.0)F5991-26-12
T3 F5003 -26-12,(1.0)F5986-26-12
T4 (1.0)F5114-26-12
T5 (1.0)F5992-26-12
T6 F5015 -26-12,(1.0)F5986-26-12
T7 (2.0)F5992-26-12
T8 (3)F5015 -26-12,(3.0)F5986-26-12
T9 (3.0)F5114-26-12
T10 (4.5)F5980-26-12,(2.7)PBA20,(2.7)PSA20
T11 (0.4)F5980-26-12,(0.2)PBA20,(0.2)PSA20
T12 (0.5)F5980-26-12,(0.3)PBA20,(0.3)PSA20
T13 (2)F5139-26-12,(2)SCT12B-26-12
T14 (4)MRGTL20R,(8)WA10B
CO
N
I`
N
CO
ri
LO
N
u)
T8
(16) #1
=
ri
N
N
T14
CO
N
CO
u)
N
Cr,
N
N
ri
N
Color
Cool Harvest
Cool Harvest
Cool Harvest
Cool Harvest
Match
Match
Match
Match
Match
Match
Wall
Wall
Wall
Wall
Wall
Wall
Color
Color
Color
Color
Color
Color
Match Wall Color
Match Wall Color
Match Wall Color
Match Wall Color
CO
ri
O
N
Details
MS004,MS018,MS035,NV671,WCB167,WSR065
MS013,MS035
MS011,MS018,MS035
MS015,MS018,MS035
MS013,MS035
MS011,MS018,MS035
MS013,MS035
MS011,MS018,MS035
MS015,MS018,MS035
MS004,MS018,MS035,NV672,NV673,WCB168,
WCB169,WSR065
MS004,MS018,MS035,NV672,NV673,WCB168,
WCB169,WSR065
MS004,MS018,MS035,NV672,NV673,WCB168,
WCB169,WSR065
MS007,MS035
KV411,KV412,MS018,MS028
CO
ri
N
#2
T6
u)
T9
T10
T1
u )
T6 T3
N
N
E
T3
T4
N
ri
E
N
E
(2)#3
T11
E
N
(2) #4
T6
N
T3
T4
(2) #5
T12
9'-3 1/2"
62'-1 1/8"
9'-3 1/2"
MS026
43' 8"
BL
MS025
78' 1"
5' 11 1/2"
8' 0"
8' 0"
MS026
5' 1"
COVERING ELEVATION AT E
Shape Name = Placentia Public Safety Center, Wall = 1
NOT FOR CONSTRUCTION
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING ELEVATION AT E
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
23 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:15
a division of BlueScope Buildings North America, Inc.
Covering Schedule
Id Qty Type Start
#6 23 BWP 20'-0
Oper. Code:37=SQ,SQ
Finish:K=Butler-Cote
Color:HA=Cool Harvest
Length
1/2"
Gage OP Fin.
26 37 K
Color Direction
HA Left to Right
Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run
BLK1 1 IB 20'-6"
BLK2 21 IB 20'-6" 20'-6"
Starter Width= 4'-0", Interm. Width=
Thick. Facing Increment
6.00 WM
6.00 WM
3'-0", End Width= 3'-0"
Location =Outside Secondary Structural
Direction =Across Secondary Structural
Type:IB=Fiberglass Blanket
Facing:WM=WMP-50
Shape Name = Placentia Public Safety Center, Wall = 2
Trim
Id
T1
T2
T3
T4
T5
Schedule
Parts
(2)BRCT12
DSF12
(0.5)DG12
(8. 7) 0630230,(5. 7)FL12
(5.4) 630598, (6) BRCL12, (2) 0630393
T5
Color
Match
Match
Match
Wall
Wall
Wall
Color
Color
Color
Cool Harvest
Match Wall Color
Details
WCB037,WCB040
NV539
NV537
ENB003,LV275,NV662,WCB789
ENB004,MV822,NV667,RCB402,WCB049
1 i
N
E
T3
(23) #6
N
E
T3
N
E
N
E
BLK1
18'-10" Y 6' 0"
BL
Fastener Schedule
Part Description
0097364-105 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
67' 0"
(21)BLK2
20'-3" x 6' 0" } 15'-11"
I I BL
COVERING ELEVATION AT 3
Shape Name = Placentia Public Safety Center, Wall = 2
Planograph Schedule
Id
T1
T2
T3
T4
T5
Details
P-081612
P-104219
P-104219
P -080172,P -080173,P -080174,P-081247
P -080575,P -080789,P -081239,P-105017
NOT FOR CONSTRUCTION
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING ELEVATION AT 3
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
iuTLEF2>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
24 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:16
a division of BlueScope Buildings North America, Inc.
Covering Schedule
Id
#7
#8
Qty Type Start Length
15 BWP 18'-3 1/2"
11 THFL25 19'-5"
Oper. Code:37=SQ,SQ
Oper. Code:1=SQ,SQ
Finish:K=Butler-Cote
Color:HA=Cool Harvest
Gage
26 26
OP
37 1
Fin.
K
K
Color
HA
HA
Insulation Schedule (Install in same direction as
Id Qty Type Start Run Last Run Thick.
BLK1 1 IB 20'-6" 6.00
BLK2 6 IB 20'-6" 21'-0" 6.00
BLK3 1 IB 21'-0" 6.00
BLK4 13 IB 20'-0" 20'-6" 6.00
BLK5 1 IB 22'-0" 6.00
Increment Direction
3/4"
7/8"
Covering)
Facing
WM
WM
WM
WM
WM
Starter Width= 4'-0", Interm. Width= 3'-0", End Width= 3'-0" Location =Outside Secondary Structural
Direction =Across Secondary Structural
Type:IB=Fiberglass Blanket
Facing:WM=WMP-50
Shape Name = Placentia Public Safety Center, Wall = 3
2 1
44'-6 3/4" Scribe Line
2'-4 3/4" Scribe Line
Dimension Key
Left to Right
Left to Right
Increment
3/4"
3/4"
19'-5 7/8"
N
CO
T5
CO
rn
Trim Schedule
Id Parts
T1 (1.7)BA225,(4)BT12A
T2 (3.1)F5980-26-12,(1.8)PBA20,(1.8)PSA20
T3 (2)F5139-26-12,(2)SCT12B-26-12
T4 (5)PTSA110,(2.8)SPCNFL24,(4.2)STCF10
T5 (2)MRGTL20L,(4)WA10B
(11)#8
T2
O
N
co
N
Color
Match Wall Color
Match Wall Color
Match Wall Color
Match Wall Color
Match Wall Color
Details
ENB003,GV383,NV663,WCB036,WCB038,WSR065
MS004,MS018,MS035,NV672,NV673,WCB168,
WCB169,WSR065
MS007,MS035
KV411,KV412,MS018,MS028
T4
7 N
rl
N
N
N
LID
t _
T
1 N
rn
0 ti
N
rn
f
BLK1
(6) BLK2
t
BLK3
BL
Fastener Schedule
Part Description
0097364-105 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
78' 1"
(13) BLK4
F
BLK5
COVERING ELEVATION AT C
Shape Name = Placentia Public Safety Center, Wall = 3
BL
Planograph Schedule
Id
T1
T2
T3
T4
T5
Details
P -080873,P -081505,P-081612
B -081517,P-080879
B -081398,B -081517,P-080879
P -080818,P -081531,P -081532,P -081534,P -081537,P-081584 B-081517,P-080883,P-081167,P-105018,P-RCI
NOT FOR CONSTRUCTION
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING ELEVATION AT C
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
25 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:17
a division of BlueScope Buildings North America, Inc.
Covering Schedule
Id Qty Type Start Length
#9 20 THFL25 19'-3"
Oper. Code:1=SQ,SQ
Finish:K=Butler-Cote
Color:HA=Cool Harvest
1 2'-2 1/4" Scribe Line
Dimension Key
Gage OP Fin.
26 1 K
Color Direction
HA Left to Right
Trim Schedule
Id Parts
Ti (5.7)F5980-26-12,(3.4)PBA20,(3.4)PSA20
T2 (5.7)F5980-26-12,(3.4)PBA20,(3.4)PSA20
T3 (1.0)F5992-26-12
T4 F5015 -26-12,(1.0)F5986-26-12
T5 (1.0)F5114-26-12
T6 (6)CLE12D,(3)GTR25
T7 0008738,4CE75,(2)CP410
Color
Cool Harvest
Match Wall Color
Match
Match
Match
Match
Match
Wall
Wall
Wall
Wall
Wall
Color
Color
Color
Color
Color
Details
MS004,MS018,MS035,NV671,WCB167,WSR065
MS004,MS018,MS035,NV672,NV673,WCB168,
WCB169,WSR065
MS013,MS035
MS011,MS018,MS035
MS015,MS018,MS035
MS018,MS027,MV246
KV847
T4
Tb
CO
E
T4
CO
E
T5
M
E
M
T5E
1 1
}
E.
E
(20)#9
T2
E
r --
E
9'-0"
51'-3 5/8"
9'-0"
MS026
BL
67' 0"
MS025
MS026
COVERING ELEVATION AT 13
Shape Name = Placentia Public Safety Center, Wall = 4
Planograph Schedule
Id
T1
T2
T3
T4
T5
T6
T7
BL
Details
B -081517,P-080879
B -081517,P-080879
B-080830,B-FRMOP2,B-FRMOP3,B-FRMOP4,P-080879
B-080830,B-FRMOP2,B-FRMOP3,B-FRMOP4,P-080879
B-FRMOP2,B-FRMOP3,B-FRMOP4,P-080879
B -081517,P -103223,P -103315,P -104714,P-105017
P -105224,P -105225,P-105228
NOT FOR CONSTRUCTION
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING ELEVATION AT 13
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
26 VPC FILENAME: Placentia Public Safety Center
11 /21 /2022
10:02:18
a division of BlueScope Buildings North America, Inc.
ERECTION GUIDE REQUIRED FOR THIS PROJECT:
ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT:
GABLE TRIM MR -24 ROOF
MR -24
MALE - (MRGT2OL)
FEMALE - (MRGTL2OL)
PANEL
ROOF PANEL
GABLE TRIM
STRUCTURAL LINE
REFER TO:
BUTLERIB II ROOF AND WALL SYSTEM
REFER TO:
MR -24 ROOF SYSTEM
ATTACH BASE TRIM WITH PANEL TO STRUCTURAL
FEMALE - (MRGT2OR)
SEE DWG. 081 167
�(
'
'
MALE - (MRGTL2OR)
SEE DWG. P-081167
INSTALLATION GUIDE
INSTALLATION GUIDE
BUTLERIB II 1�T
PANEL
FASTENERS 24" O.C. (LOCATE FASTENERS AT
PANEL CORR.) SHIFT - BASE ANGLE OR BASE
BASE GIRT HOLES 1-1/2" OFF MODULE
WITH UNPUNCHED PANELS
WALL ADAPTER
(WA10B)
SEE DWG. P-081167
..
• •�
(OPTIONAL)
FOAM CLOSURE I I
(026649)
ATTACH PANEL WITH PANEL TO STRUCTURAL
FASTENERS 6" O.C. (LOCATE 3" FROM PANEL
CORRUGATION)
APPLY SEALANT (025392) CONTINUOUSLY
MASONRY ANCHOR (NOT BY B.M.C.)
• r" •
�
�
......'• WALL
ADAPTER
TORX T-30
SELF -DRILLING SCREW
(097364) (2'-0" 0.C.)
.. . .
..• '•
% s
•
' :•:-..
...
:: ti
(WA10B)
- SEE DWG. P-081167
TORX T-30
SELF -DRILLING SCREW
•
-
URETHANE SEALANT
(HW54_) CONTINUOUS
PANEL CLOSURE (7607UGR)
FOR FLUTED PANEL ONLY
'.
' •.
' ,':'
:. ':L
.; •
PURLIN OR
EAVE STRUT
RAKE CHANNEL
PURLIN OR
EAVE STRUT
ti ' .
' • ' �'
•
''� ; .:
�.'
(097364) (2'-0" O.C.)
URETHANE SEALANT
(HW54_) CONTINUOUS
5/8" LAP
&-
FLOOR LINE
4 (BY PANEL SUPPLIER)
L
RAKE CHANNEL
PANEL CLOSURE (7607UGR)
. •
a a
INSULATED WALL PANEL
2 1/2" OR 3" PANEL
ENDWALL
ENDWALL ,i
NOTE:
FOR FLUTED PANEL ONLY
(BY PANEL SUPPLIER)
INSULATED WALL PANEL
2 1/2" OR 3"
BASE TRIM
(BT12A)
..
�'
°
a
(OPTIONAL) BASE GIRT
O" (MIN.) TO
2"
BASE ANGLE (BA225)
NOTE:
IF ERECTION DRAWING P-081635 HAS
PANEL
IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED.
SEE DETAIL MS028 FOR
VAPOR RETARDER APPLICATION.
BEEN PROVIDED THEN THE HIGH WIND
GABLE TRIM CLIPS ARE REQUIRED.
SEE DETAIL MS028 FOR
VAPOR RETARDER APPLICATION.
2" (MAX.)
�BUJTLER
0 (OPTIONAL) 2-1/4" OR 4"
NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL
LINE & BASE TRIM
SLOPE RANGE 1/4:12 THRU 4:12
SLOPE
RANGE 1/4:12 THRU 4:12
REV. DATE01/30/14 REV_ NO.00
REV. DATE01/30/14 REV_ NO_ 00
REV_ DATE o1/14/10 REV. ND. 00
REV. DATE:05/20/20 REV. N0.07
REV. DATE:05/20/20 REV. NO.07
ENB003
BUTLERRIB II ROOF AND WALL SYSTEM
ENB004
MR -24 ROOF
SYSTEM
GV383
LAPPED & NOTCHED FOUNDATION AT FLOOR LINE
KV41 1
2.5"/3"
INSULATED WALL PANEL W/PNL CLSR
KV412
2.5"/3" INSULATED
WALL PANEL W/PNL CLSR
SEE DRAWING P-105224,
P-105228 FOR DOWNSPOUT
AND RIVET COLOR
P-105225,
INSTALLATION
PART MARK INFORMATION
AND
EAVE
SUPPORT ANGLE
(630230)
CORRUGATION CLOSURE
BRII WALL PANEL
SCRUBOLT (097362)
(6" O.C.)
INSULATED
PANEL CLIP (4633GNC)
SEE CHART
PANEL TF
BELOW
E'E ''''
E
' '�
E'E
E : :•�
PANEL BASE ANGLE (PBA20)
PANEL SUPPORT ANGLE (PSA20)
USE (097356) AT
2'-0" O.C.
(2) FASTENERS
STRUCTURAL
REQUIRED AT
SUPPORT
EACH STITCH SCREW (4.___)
MEMBER 1'-0" O.C TYPICAL
SEE DRAWING B-FRMOP4 FOR FRAMED
TRIM INSTALLATIONS AND PANCAKE HEAD
OPENING
FASTENERS.
(SEE CHART
FOR FASTENER
INFO) URETHANE SEALANT
INSULATED PANEL
:::
CORNER TRIM
(SCT12_)
(HW54_)
OP RIVET
PANEL CLIP (4633GNC)
•:
INSTALL PANCAKE HEAD
TO HOLD TRIM IN PLACE
�� (14. _)
SEE CHART BELOW
EXT. CORNER CLIP
(ECTC12)
FILLER INSULATION
AT SPLICES (TYP.)
INSULATED PANEL
POP RIVET (14.___)
1 -0 O.C. TYPICAL
rii
'
HEADER
POP (14. _)
(026648)
RETAINER
CHANNEL LEG TRIM
I
ROOF PANEL +I
GUTTER
FLASHING
(FL12)
(650209)
1/4 X 1 1/4"
(F5980)
• TY-3
I
1/4-14 X 1"
PHILLIPS WAFER HD
(OO83O6)
+� GIRT LINE
�+f►+�f�'�f *f�ti}+t.f+f
,RIVET
GUTTER OUTLET
-
GRAY SEALANT
+f+'+i+'d�'+f�'+f+T+
. ;
::;
1'-0" O.C. TYPICAL
008738
( )
SCRUBOLT (097104)
(1 -0 O.C.)
HEX HD. SDS
(O9723O)
POP RIVET 1'-O"
(14.___) N
O.C.
- �
(016688) FINISHED FLOOR
(2) FASTENERS REQUIRED
AT EACH STRUCTURAL
., ��
CORNER TRIM **
EDGE COVER TRIM
(F5986)
SUPPORT MEMBER
(SEE CHART FOR
FASTENER INFO)
;w,.�
F5139
( )
BUTYL CAULK (71O6BWH)
HEADER TRIM (SEE
CHART) FIELD NOTCH
VERTICAL LEG TO AVOID
' ;: ::
:::
":
r« 1_
CONDUCTOR PIPE
WALL PANEL
RETAINER
1 O.C.
`1l••:•:•
>
•-
a v
a
(CP410)
I
I
BLIND RIVET (TYP.) w
(650209) I
•
d d a MASONRY
w
FLEXIBLE SEAL
(560219)
w�
1/2"
1 ANCHOR
URETHANE SEALAN
POP RIVET (14. _)
�- "
PANEL FASTENERS.
��e
)
CONDUCTOR STRAP
(CS) (TO BE FIELD
FORMED)
� ��
NOTCH WIDTH TO
BE 1/2
BUTYL CAULK (BY OTHER)
HW54_
(HW54_)
INSULATED
PANEL
1 O O.C TYPICAL
(71O6BWH)
BUTYL CAULK 71O6BWH
**NOTE:
BUTYL CAULK (7106BWH) OPTIONAL DOOR FLASHING
WITH PIGTAIL (SEE DETAIL MS018) F5987 7"
F5988 8 1/2"
(TYP.)
SIDEWALL 0
_ - _
PANEL
THAN
LESS AN PANEL
T
THICKNESS
HICKN
WITH PIGTAIL
o
— —
CLOSURE
(7106BWH) (SEE DETAIL MS018)
IMPORTANT
URETHANE SEALANT (HW54_) F5989 10"
ALL FLASHING END
SEALED WITH APPROPRIATE
LAPS TO BE
SEALANTS.
INSIDE CORNER IO MUST
BE INSTALLED PRIOR TO
PANEL INSTALLATION
BUTYL CAULK 7106BWH F5990 11 1 2
(7106BWH) /
D (BRPCL)
PANEL CLIP FASTENERS
75' ELBOW
z
BRIT
(4CE75)
I
0 ROOF \\
3°°
PANEL THK.
NOTE: (2) FASTENERS PER CLIP
PART NUM.
THRU FASTENERS
PANEL CLIP FASTENERS
0 PANEL
(097196)SCRUBOLT
2"
1/4-14 x * HEX HD T-3
1616PNC
II
REVERSED 5 PER
1 4-14 *
PANEL THK.
FASTENERS AT STRUCTURAL
PART NUM.
PANEL THK.
NOTE: (2) FASTENERS PER CLIP
PART NUM.
HEADER TRIM
N
2 1 2
/
/ x HEX HD T-3
1624PNC
*
_
N
Z-PURLIN CLOSURE
3 1/4-14 x * HEX HD T-3
1624PNC
2"
1/4-14X3" PANCAKE HD T-3
1424PNC
2"
1 4-14 x HEX HD T-3
/
1616PNC
F5003
*
FLOOR LINE
SEE DRAWING P-080172, P-080173, P-080174, REINFORCING
4 1/4-14 x * HEX HD T-3
1632PNC
°�
2 1/2
��
1/4-14X4 PANCAKE HD T-3
1432PNC
2 1 /2"
1 /4-14 x HEX HD T-3
1624PNC
F5015
*
o'
I • AND
P-081247 FOR PERPENDICULAR FLASHING STRAP (640473)
INSTALLATION
* LENGTH VARIES PER SUPPLIER
3"
1/4-14X4" PANCAKE HD T-3
1432PNC
3"
1/4-14 x HEX HD T-3
1624PNC
F5033
*
1632PNC
CHANNEL
LEG TRIM PARTS HAVE 11'-10" COVERAGE
4"
SEE DETAIL MSOO8
N/A
4"
1/4-14 x HEX HD T-3
F5051
SEE DRAWINGS
B -O81517 AND 8-O81398 FOR REFERENCE
* LENGTH VARIES PER SUPPLIER
SLOPE RANGE 1/4:12 THRU 1/2:12
WITH
A 2" LAP. FIELD MITER AT CORNERS.
REV. 0ATE:11/2D/14 REV_ NO. D2
INSULATED WALL PANEL CORNER
TRIM DETAIL
REV. DATE:07/22/22 REV. N0.05
FRAMED OPEN HEADER DETAIL CUT)
REV. DATE:05/20/20 REV. N0.04
4 INCH DOWNSPOUT AT WALL
REV. DATE:08/20/10 REV. NO. 01
REV. DATE:11/20/14 REV. N0. 02
INSULATED WALL PANEL NOTCH BASE DETAIL
MS007
PANEL BUTT JOINT
MS01 1
(FACTORY
TYPICAL DOORS, LOUVERS AND WINDOWS
KV847
STYLWALL II AND ALL INSULATED WALL PANEL
LV275
BRIT PERPENDICULAR ROOF TO WALL TRANS.
WITH BRII WALL PANEL ABOVE
MS004
LAPPED CONDITION WITH EXPOSED RIVET
ATTACHING
STRUCTURAL
SEE DRAWING B-FRMOP4 FOR FRAMED
POP RIVET (14.___)
SEE DRAWING B-FRMOP4 FOR FRAMED OPENING
NOTE:
FACTORY APPLIED
OPENING TRIM INSTALLATIONS.
1'-0" O.C. TYPICAL
TRIM INSTALLATIONS AND PANCAKE HEAD FASTENERS.
SEALANT (THIS
FRAMED OPENING
JAMB
FASTENER REQUIRED AT 2'-6" MAX.
(SEE CHART FOR FASTENER INFO)
OPTIONAL DOOR
FLASHING
F5987 7"
F5988 8 1/2"
F5989 10"
(5990 11 1/2"
POP RIVET (14. _)
1'-0" O.C. TYPICAL
SILL TRIM
(SEE CHART) URETHANE SEALANT
(HW54_)
POP RIVET 1'-0" 0.C.
PIGTAIL CAULKING
REQUIRED AT BOTH
AND TOP OF PANEL
A PANEL SPLICE
ATTACHING STRUCTURAL
OR FRAMED OPENING
FASTEN TOGETHER.
WILL BE
BASE
WHERE
AND
RECESS
ONLY)
-
; ,-/
,
z
-
BUTYL CAULK
(14.___)
.
::
;
:' '"
r
BUTYL CAULK
:�_'• _,
-'
INSULATED PANEL
/INTERIOR FACE
(71O6BWH)
URETHANE SEALANT
�I �
WITH PIGTAIL
r
JAMB TRIM
(HW54_)
j: `
7106BWH)
SEE DETAIL
.`
_•
1 ,.
EXTERIOR SIDE 7
OF PANEL
PANEL WIDTH
PANEL CLOSURE
.
(SEE CHART)
MS018)
. 7�z°3 �
INSULATED PANEL
URETHANE SEALANT-
(HW54_)
6" (MIN.) I
POP RIVET (14. _)
1'-0" O.C. TYPICAL
FLUTED PANEL ONLY
SEE CHART BELOW
PANEL CLIP (4633GNC)
I
SILL SUPPORT
INSULATED
INTERIOR FACE
PANEL
�}
BUTYL CAULK
(71O6BWH)
APPLIED TO PANEL
OR ATTACHING
INSULATED PANEL
F5990 11 1/2"
'11 �0° NTR HET F EL D
NOTE:
PANEL CLIP FASTENERS
��'' �,
INSULATED PANEL
AT SPLICE CONNECTION
THRU FASTENERS
PANEL THK.
NOTE: (2) FASTENERS PER CLIP
PART NUM.
SILL TRIM
PANEL THK.
FASTENERS AT STRUCTURAL
PART NUM.
JAMB TRIM
2"
1/4-14 x * HEX HD T-3
1616PNC
F5114
BUTYL CAULK BUTYL CAULK WITH
2"
1/4-14X3" PANCAKE HD T-3
1424PNC
F5991
2 1/2"
1/4-14 x * HEX HD T-3
1624PNC
F5114
(71O6BWH) PIGTAIL (71O6BWH)
2 1/2"
1/4-14X4" PANCAKE HD T-3
1432PNC
F5992
3"
1/4-14 x * HEX HD T-3
1624PNC
F5128
APPLIED TO PANEL CONNECT FROM
OR ATTACHING
SEE APPROPRIATE DETAIL OR DRAWING FOR
PANEL CLIP AND FASTENERS.
3"
1/4-14X4" PANCAKE HD T-3
1432PNC
F5993
4"
1/4-14 x * HEX HD T-3
1632PNC
F5128
FACTORY APPLIED
STRUCTURAL SEALANT TO FIELD
4"
1/4-14X5" PANCAKE HD T-3
1440PNC
F5994
* LENGTH VARIES PER SUPPLIER
IN
THE FIELD BUTYL CAULK
REV. DATE.02/16/11 REV. NO.00
FASTENING PATTERN 1 (FP1)
REV. DATE: 04/20/15 REV. NO. D2
FRAMED OPENING JAMB DETAIL
REV. DATE:07/22/22 REV. N0. 03
FRAMED OPENING SILL DETAIL
REV. DATE:09/13/17 REV. NO. 01
MS013
TYPICAL DOORS, LOUVERS AND WINDOWS
MS015
LOUVERS AND WINDOWS
MS018
PIGTAIL CAULK AT PANEL SPLICE
MS025
TYPICAL PANEL CONNECTION
NOT FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING & TRIM SED'S (a)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
XO6#:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
�UTLE'
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
PAGE:
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
27 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:24
a division of BlueScope Buildings North America, Inc.
STANDING SEAM
ROOF PANEL
STANDING SEAM
ITEM NUMBER: USED TO MATCH ITEM FROM TRUCK MANIFEST TO BUNDLE ITEM SEE DRAWINGS P-103223 AND P-104714
FOR GUTTER INSTALLATION
INSULATION (008306) AND
ITEM DESCRIPTION: IDENTIFIES THE BUILDING/SHAPE, WALL AND SET ID AND APPEARS AS FOLLOWS: "SHAPENAME" W__ ID_
SHAPE NAME IS LIMITED TO 12 CHARACTERS
WALL IS IDENTIFIED AS W__
SET ID IS IDENTIFIED AS ID___
SELF -DRILLING INSULATION RETAINER (IR1)
SCREW (097295) (2'-0" O.C.) SEE DWG P-105017
PANEL STRAP (560004) GUTTER GUTTER
DIMENSION FROM
FEMALE EDGE IS
(CRITICAL)
CRITICAL
ROOF PANEL
ENDWALL TRIM
1 10 1/2" ATTACHING
INSTALLATION NOTES:
SUPPORT SUPPORT
1. SECURE VAPOR RETARDER
-
LENGTH: USE TO LOCATE THE PANEL WITHIN THE SET ID
2 3/4" SCRUBOLT (630000) TAB (GST)
(097264) AT
CONTINUOUSLY TO EAVE
j
JO6
NVM6ER LINE -PACKAGE NUMBER
1 /STRUCTURAL
STRUT USING DOUBLE
INSTALLATION NOTE:
57632
L2-
n�
m�
��
CORR. CLOSURE
CLOSURE 560348
( )
FACE TAPE. CONTINUOUSLY
SEAL ROOF VAPOR RETARDER
TO EAVE VAPOR RETARDER.
AT SECURE RETARDER
I II
DOUBLE FACE
I
I
DOUBLE FACE
AND AT ANY EXPOSED
'iI
TAPE (650534)
o�
MR -24 ROOF
LOCATE TAPE ON TOP SIDE
OF TOP FLANGE AND NEAR
BOTTOM FLANGE OF THE
EAVE STRUT.
i:'•
r'
TAPE (650534)
LOCATE AS
NEEDED
HOLES. LOCATE TAPE ON
TOP SIDE OF FLANGE AND
NEAR THE BOTTOM LEG OF
THE RAKE CHANNEL.
-
-
~
LOCATE AS
NEEDED
CUSTOMER NAME:
PANEL TYPE:
mm
—,
THICKNcSS
z.0" COLOR:
��
-
1 1 4
/
EAVE CLOSURE
..... . ..
REO,
In Exterior Joint;
PhaaeNL T. 4of4 DRTEOFPRODUCTION
. .
-
I EMpNG
-1-
ITEM [ESC.
LENGTH
QTY / EXTRA
SC R U B O LT
(CLE12D)
EXTERIOR SIDE
OF PANEL
PANEL WIDTH
EAVE STRUT
-
128
DOCK -1.
28'-9 1/2 ��
1 (097104)
': ' .•
• -
12'-0" COVERAGE
USE 1" LAP AT
2. EXTEND ENOUGH VAPOR
RETARDER MATERIAL AT EACH
ENDWALL TO WRAP AROUND
AND SEAL TO RAKE CHANNEL.
y
•
• • '• •
• ..:.' ,
; ' :L
I
'--VAPOR RETARDER
(651 121 - 12")
INSULATED
WALL PANEL
I
I
PURLIN OR
EAVE STRUT
VAPOR RETARDER
'-y
129
DOCK -2
241-7 1/2"
1 BACK-UP
STRAP
i
.
SPLICE
130
DOCK
-3
201 _ 5 1/2"
1 GUTTER
TORX T-30 1/4" X 3/4"
..., .
•
.
EAVE STRUT
131
DOCK -4
16'-3 1/2"
1 SELF -DRILLING SCREW
�_
• . . ..
.. •.�• : 4�
2 1/2" OR 3"
INSULATED WALL PANEL
INSULATED
WALL PANEL
�:
"'�
OR
(651122 - 18")
(651121 12") „ OR
(651122 - 18")
132
DOCK -5
12'-1
1/2"
1 ( (COLOR 4) F 0 O.C.)
SUFFIX REQUIRED)
: I. .
�_-•1
INSTALL ON EAVE
STRUT AS REQUIRED
Q SIDEWALL
INSTALL ON
RAKE CHANNEL
AT ALL SPLICES
ENDWALL
SIDE JOINT FASTENING
WITH ONE LOCK -RIVET
(097444) BACK FASTENING
URETHANE SEALANT (HW54_)
CONTINUOUS PANEL CLOSURE
(76O7UGR) FOR FLUTED PANEL
q
SIDEWALL
SEE DETAIL MS027 FOR
VAPOR RETARDER APPLICATION.
OPERATOR: BUNDLE
SHIFT: L2-shi
TOTAL PACKAGED: 5
ONLY PANEL SUPPLIER)
(BY
SLOPE RANGE 1/4:12 - 4:12
REV. DATE; 02/16/11 REV. NO. 00
FASTENING PATTERN 2 (FP2)
REV,
DATE; 03/29/11 REV. NO. DO
BUNDLE SHIPMENT IDENTIFICATION
REV. DATE:05/20/20 REV. NO.06
GUTTER W/WTHR.
SEAL WITH MR ROOF
REV. DATE:04/02/19 REV. NO.02
VAPOR RETARDER AT EAVE STANDING SEAM RF
REV. DATE:04/02/19 REV. NO.02
VAPOR RETARDER AT GABLE STAND SEAM RF
MS026
AS REQUIRED ON ERECTION DRAWINGS
MS035
INSULATED WALL PANEL
MV246
2.5"/3" INSULATED
-24
WALL PANEL W/WALL CLSR
MS027
SEAL ROOF TO WALL FOR INSULATED WALL PANEL
MS028
SEAL ROOF TO WALL FOR INSULATED WALL PANEL
BRII ROOF PANEL MARK NO.: BRP F F I
BRU
I E G G 0 C C C F = FEET
I = INCHES
COUNTER FLASHING
PANEL SUPPORT
ANGLE (PSA20)
USE (097356) AT
2'-0" O.C.
1/4-14 X 1"
TY-3 PHILLIPS WAFER
BUTYL CAULK WITH
HD
1 '
I':`•':`•`:`•I
Dil
I
':•`:
I/i_O"
INSULATED PANEL - BASE OF
PANELS MUST BE MITER CUT
IN FIELD, REGARDLESS OF
ROOF SLOPE
PANEL CLIP (4633GNC)
SEE CHART BELOW
POP RIVET (14.___)
O.C.
BASE TRIM (SEE CHART)
FOR METAL WALL CLOSURE ATTACHMENT
'�'
BUTLERIB PANEL
LENGTH
BRII RIDGE PANEL MARK NO.: PRP F F I
PRU
CODE E = EIGHTHS
I E G G 0 C C C C = CAGE
00-= OPERATION
/ ��
FIELD DRILL 9 64 DIAMETER HOLE FOR
BLIND RIVET (097580) AT 2'-0" ON
CENTER FOR BUTLERIB AND (2)
PER 1'-0" FOR SHADOWALL
HEADER CHANNEL
12-14 X 1 1/4"
LENGTH
CODE C = FIN/COLOR
36" COVERAGE
�I�I IC
TORXS.D.S. (097365)
AT 6" O.C.
-
/
12" „
SMOOTH 1
- 1 1/2"
PIGTAIL (7106BWH)
SEE DWG.
JAMB CHANNEL
1 9/32
P. P.
I I
EXTERIOR
(SEE DETAIL MS018)
i
SHORT
P-081532
FOR REFERENCE
#12 X 1 1/4"
/SURFACE
METAL WALL CLOSURE AT ENDWALL
TORX SDS (097365)
JAMB FLASHING
2 7/8
BUTYL CAULK
(7106BWH) CONTINUOUS
BETWEEN SUPPORT
AND COUNTER FLASHING
ANGLE
TRANSITION
PANEL
DIM."A" ON
DWG. P-080818
TOP OF PURLIN
• SEE DETAIL
PV166
FOR BUTLERIB
2'-0" O.C.
BUTLERIB PANEL
(DSF12)
12'-0" COVERAGE
TYP
BUTLERIB II ROOF
PANEL
BEARING
EDGE
SEE DETAIL
PV166
FOR BUTLERIB EX
/
%
1 SEE DETAIL
V167
FOR SHADOWALL
L�
�rJ
SEE DETAIL
PV' 67
FOR SHADOWALL EX
SEE DETAIL
MV831
FOR eSHADOWALL
FIELD CUT PANEL
TRANSITION ANGLE
(PTSA_)
AS REQUIRED FOR
VCI WALL PANEL MARK NO.: VCI F
F I I EGG 0 C C C
(FIELD CUT AS REQUIRED)
FOAM CLOSURE (026649)
'MINIMUM;
PANEL OPENING
LENGTH CODE
BASE TRIM
CLIP FASTENERS
SIDEWALL CLOSURE SCHEDULE
DRIP GUTTER (DG12)
4"
36" COVERAGE
PANEL THK.
PART
NUM.
NOTE: (2) FASTENERS PER CLIP
PART NUM.
WALL SYSTEM
WALL PANEL
12'-1" COVERAGE
SMOOTH
2"
F5982
1/4-14 x * HEX HD T-3
1616PNC
BUTLERIB II
SHADOWALL
SHADOWALL EX
12 1 9/32
EXTERIOR
SURFACE
— 1 1 2 "
2 1/2"
F5983
1/4-14 x * HEX HD T-3
1624PNC
TYP. TYP.
I I
(LT. GRAY)
BUTLERIB EX
eSHADOWALL
I
3"
F5984
1/4-14 x * HEX HD T-3
1624PNC
(BRCL12)
(12'-0")
(SHCL12)
(12'-0")
*REFER TO
ON INSTALLATION
DWG. P-104219 FOR ADDITIONAL INFORMATION
OF THE DRIP GUTTER.
4"
F5985
1/4-14 x * HEX HD T-3
1632PNC
INSIDE COLOR 2 7/81_
1 BASE TRIM
* LENGTH VARIES PER SUPPLIER
PARTS HAVE 1 V-10" COVERAGE WITH 2"
FIELD MITER BASE TRIM AT CORNERS.
LAP.
*APPLY HIGH
FLASHINGS
QUALITY SEALANT (BY OTHERS) BETWEEN
AND CHANNEL FOR WATER TIGHTNESS.
VARIES TIP.
VCI WALL PANEL
BEARING
EDGE
SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION
*APPLY HIGH
FLASHINGS
QUALITY SEALANT (BY OTHERS) BETWEEN
AND CHANNEL FOR WATER TIGHTNESS.
REV. DATE:05/20/20 REV. NO.03
PARALLEL TRANSITION ROOF TO
WALL
REV. DATE:03/15/21 REV. NO.05
OPTIONAL METAL CLOSURE ATTACHMENT
REV. DATE: 2/1/20 REV. NO.02
REV.
DATE: 2/1/20 REV. NO.02
REV. OATE07/22/10 REV. NO.01
MV801
INSULATED WALL PANEL TO MR -24
ROOF
MV822
BR/BR EX/SHDOWALL/SHDOWALL EX/eSHADOWALL PANELS
NV537
HEADER DETAIL - BUTLERIB
NV539
JAMB DETAIL - BUTLERIB
NV662
BUTLERIB II ROOF AND VCI WALL PANELS
F
I
E
THERMAWALL 2" FINELINE
= FEET G = GAGE
= INCHES 0 = OPERATION
= EIGHTHS C = FIN/COLOR
PANEL MARK NO.: THFN20 F F I I E G G 0 C C C
THERMAWALL
F
I
E
2 1/2"
= FEET G = GAGE
= INCHES 0 = OPERATION
= EIGHTHS C = FIN/COLOR
FINELINE PANEL MARK NO.: THFN25 F F I I EGG 0 C C C
F = FEET G = GAGE
I = INCHES 00 = OPERATION
E = EIGHTHS C = FIN/COLOR
BRII WALL PANEL MARK NO.: BWU F F I I EGG 00 C
C C
-
c\I
LENGTH CODE
42" COVERAGE
F = FEET G = GAGE
I = INCHES 00 = OPERATION
„ LENGTH CODE
42 COVERAGE
„
3.938
EXTERIOR SURFACE
LENGTH CODE
„
36 COVERAGE
E = EIGHTHS C = FIN/COLOR
3.938"
EMBOSSED EXTERIOR SURFACE
c.1
(TYP.)
`EMBOSSED
MR -24 ROOF PANEL MARK NO.: MR24 F F I I EGG 00 C C C
(TYP.)
i'--
12" 1 9/3TYP.
SMOOTH
EXTERIOR
-1 1/2"
LENGTH CODE
N
THERMAWALL
THERMAWALL
2 1/2"
2 1/2" FINELINE WALL PANEL
FLUTED PANEL MARK NO.: THFL25 F F I I E 0 0 0 C C C
24" COVERAGE
i
THERMAWALL
THERMAWALL 2" FINELINE WALL PANEL
2" FLUTED PANEL MARK NO.: THFL20 F F I I E G G 0 C C C
.
I
TYP. TYP.
I
SURFACE
2 7/8
c�
\
42" LENGTH CODE
COVERAGE
-2
3/8" 2 3/8"-
LENGTH CODE
42" COVERAGE
TYP.
BUTLERIB II WALL
VCI WALL PANEL MARK NO.: VCI
PANEL
F F I
I E G G 0 C C C
8.400
8.400
N
b__
(TYP.) I
EMBOSSED EXTERIOR SURFACE
SMOOTH
EXTERIOR
F- (TYP.) I
EMBOSSED EXTERIOR SURFACE
--j-
SURFACE
-
CV
- - - -i
LENGTH CODE
36" COVERAGE
THERMAWALL
THERMAWALL 2 1/2"
2 1/2" FLUTED WALL PANEL
FLAT PANEL MARK NO.: THFT25 F F I I EGG 0 0 0 C
- 3 3/16"
FACTORY
THERMAWALL
THERMAWALL 2" FLUTED WALL PANEL
2" FLAT PANEL MARK NO.: THFT20 F F I I E G 0 0 C C C
rr
12 1 9/32"
SMOOTH
EXTERIOR MR-24
- 1 1/2"
CSI
LENGTH CODE
36" COVERAGE
ROOF PANEL APPLIED
SEALANT
LENGTH CODE
36" COVERAGE
-I I
TYP. TYP.
SURFACE
(LT. GRAY)
t
[EMBOSSED EXTERIOR SURFACE
N
/EMBOSSED EXTERIOR SURFACE
INSIDE COLOR 2 7/8"
� ,:l
I sl
cV
VARIES TYP.
VCI WALL PANEL
i
THERMAWALL 2" FLAT WALL PANEL
THERMAWALL
2 1/2" FLAT WALL PANEL
REV. DATE:04/14/11 REV. N0. 01
REV- DATE:01/14/10 REV. ND. 00
REV. DATE:01/14/10 REV. ND. 00
REV. DATE:01/14/10 REV. ND.00
NV663
BUTLERIB II WALL AND VCI WALL PANELS
NV672
THERMAWALL 2 1/2" WALL PANELS
NOT FOR CONSTRUCTION
NV667
MR -24 STANDING SEAM ROOF PANEL
NV671
THERMAWALL 2" WALL PANELS
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING & TRIM SED'S (b)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
XO6 #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
�UTLER
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
PAGE:
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
28 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:26
a division of BlueScope Buildings North America, Inc.
I
SIDEWALL
ENDWALL
TRIM CLIP
(560093) 5" SHIP LOOSE ZEE
(FIELD LOCATE)
F - FEET G = GAGE
I = INCHES O = OPERATION
E = EIGHTHS C = FIN/COLOR
INSULATION NOTE:
USE CUT OFF OF
UNFACED INSULATION
TO START THE •
MR -24 CLIP
(TYPICAL)
MR -24
ROOF
UNFACED
EAVE CHANNEL BLANKET
INSULATION
GABLE TRIM
TAB END
IS START
MR -24 CLIP
MR -24 ROOF PANEL
FIELD CUT THE GABLE EDGE OF THE STARTER ROLL OF
DIRE
IRE_
of
BEGINNING OF THE
NEXT RUN
: -`r :�: ' `. UNFACED
- �~� " '': ;,`::'
:�- •:• • _ ' • ' BLANKET
3" "FIELDCUT"
THERMAWALL FINELINE PANEL MARK NO.: THFN30 F F I I EGG 0 C C C
INSULATION BY THE SAME DIMENSION AS SHOWN
�Nsr ::�-::-^ ': '."'-t:"' ., INSULATION
• '.:•., ••':;•�•:''
PANEL
END
-
USE CUT OFF OF
LENGTH CODE
42" COVERAGE
IN THE CHART BELOW FOR THE PROJECT SPECIFIC VARIABLE
WIDTH PANEL. SALVAGE EXCESS INSULATION FOR TRAILING
ii • ;:
THERMAL ! • - `I
} ,-
BLOCKS REQUIRED •'; �=�'� •����,!��`:�•:'%u':'�•••"••..'.f•••°•;• •r:'•• 4 "},
.1- r%4''`t;•:'•-.''� 4.: ;.•;;.
,:•,•.. ,: •
• ..!
�•i•, :.4•..�s•:••.*' :•w;
�� �'' . :..w :1. : :"
'"' 'w'}'•'' ::
UNFACED INSULATION
TO START THE
4 »
3.938
EMBOSSED EXTERIOR SURFACE
END OF BUILDING AS NEEDED.
WITH TALL AND '';;9/.
`:.1' .
:••, •
1,•• `'}' , iy•: { 1• • Y;�:- ?' •..
'• :. f: •
;• ,.• �•
'..
ff��
+? -
(TYP.)
USE CUT OFF OF
r'•. :`'
.•
-w !:-s'� '�• ` '''..I':. '• : `"f..',
, . :, :.;..:.i `.
EXTRA -TALL CLIPS z;•-`-'?' f:w, . .. =L�,ti ..7;".
yy '1'1;7. ) = '�_''
t'''r'"� • :'~• .f....•
.
'' ' ,.. `;.,.
BEGINNING OF THE
SEE NOTE: 4J
• r�
: ' 'r"
' .i...{k. •:'• :- . A•
,%�' '
NEXT RUN
2rol
,L
THERMAWALL 3' FINELINE WALL PANEL
UNFACED INSULATION
TO START THE
•
ti '`r• ti�'':•:�e �'•ti �"f•Nt'J ��. .r'`.'•
•
�' ''� r' ...-•••:•••••'4, ''''f`'::- %. •• '� ;' +':'
i •�: ^ ..: .;•�
.. ~ .• ' ;ff.�. ;4...:".► ,.. ; :.
��y,
•-•:
FACED
" r.`'' '' ' ~`' '' -;"'
.� r �. ~. ''. .. . �;' ..
r' '�'" {'' r'' FACED BLANKET
3" NEXT
THERMAWALL FLUTED PANEL MARK NO.. THFL30 F F I I E GG 0 C C C
BEGINNING OF THE
RUN
: • ":••••••.:z-: �fw`
.$..w:} ., 4 :. • r: `. ;1• .� ..A.%,•. '..' 7.":•,:'
. - � - •:-:.`...T+ :: • •
�•;;?�� •1, i•.%. f '• '`. ..4 .' 't'` ' �''' ' •} �- .�' r '' ' ::4 '' ''�• '••, r. �''
I - INSULATION
WALL
INSULATION
-
ADAPTER
INSTALLED
OVER EAVE
STRUT TO
PROVIDE
VAPOR
RETARDER
I
INSULATION RETAINER
(650209) ONE PIECE PER 3'-0"
-
OR 4 -0 WIDE ROLL ATTACH
WITH SCRUBOLTS AS SHOWN
I
RAKEr
CHANNEL
(IBRC_)
SOFFIT-7i
OFFIT
I
THIN
WITH
EACH
INSULATION BRIDGE
HEAD BOLT (096636) z
NUT (095032) AT
STRUCTURAL
• .''
:..: ;. ..r. • ;' "}`.}: , • •a �''
'-r...,:••••••:
.�., ..• •:�r.. .:•� k ,�•:
• '• �•''•
„ LENGTH CODE
42 COVERAGE
VARIA3LE
WIDTH PANEL CHART
- . .rw,• •: :
"' :� 'r'' + :"~'` l' 1...11.1::
'�'��'f- • 1.1:••••" 1••:•..,.•' •�••��" �•�'� �%"" ''' "' �� +'• y'+ �• ' '�' `'`• f' "Y '' '"`_'
[ 8.400
PANEL WIDTH
FIELD CUT •
~'' '*''':.:4•Z1.::•:;;;4.'
�'. �- �k° ��.� ` f
'
EMBOSSED EXTERIOR SURFACE
1 ., f•`-' •
:\• :{ ._, '► u,•,1';';;;•V.;•: .i
(TYP.)
g„
15„
*' :•'1 ' ' S. 5• :••'•: ..• .,:
• • • :: ••,.", r
' _,• � �r �_• � .��°.:,•• ••�:
ro
1-?-
»
THERMAWALL 3 FLUTED WALL PANEL
12"
12"
I ,:, .
'R ;; }••"'f' Y`•" "" ' ''
'�`:'{ ` * ?�• '' �,.::' " ' "���;; •' �
x INSULATION RETAINER NOT REQUIRED
Q
TRIM
15 9 ..:%...,%
,l'," ;�
.;n J��. ,;:' v~,.:
`�
WHEN SKY -WEB OR SKY -WEB II
(ST10_)
BUILDING Z—PURLIN
"{• ' '�"''�'` ` '•`'I "�'
.a.
IS USED FOR INSULATION SUPPORT
SOFFIT
::
TRUSS AND
BAR JOIST SIMILAR)
THERMAWALL 3" FLAT PANEL MARK NO.: THFT30 F F I I EGG O C C C 21"
3"
:,:.,. ~•'•• `' • :.
'` ' �� �,
SCRUBOLT (096932) (1'-0" O.C.)
(OPTIONAL)
1 L ALWAYS
PROVIDE ZEE WHEN CLEAR OF
LENGTH CODE
36" COVERAGE
FACED •''
�' "'"f
BLANKET �'•' -
••
`'"'. ''
: •, r' '
•INSULATION
BUILDING EAVE STRUT
NOTES:
OTHER STRUCTURALS
`EMBOSSED EXTERIOR SURFACE
i
SEE DETAILS RSB023 AND RCB367 FOR INSTALLATION
BUILDING Z-PURLIN
INSULATION
BRIDGE
NOTE:
WALL PANEL
1. INSULATION NOT
2. SEE DRAWING
SHOWN FOR CLARITY.
P-081167 FOR GABLE TRIM INFORMATION.
ro�
`.
THERMAWALL .3" FLAT WALL PANEL
AND PLACEMENT OF INSULATION BRIDGE SYSTEM
(TRUSS AND
BAR JOIST SIMILAR)
(560715 Z-PURLIN)
560716 TRUSS/JOIST)
SEE
FOR
CORRESPONDING ROOF TO TRIM DETAILS
PARTS AND CONNECTIONS.
3. SEE CORRESPONDING
FOR PARTS AND
4. VIEWED FROM
ROOF TO TRIM DETAILS
CONNECTIONS.
LEFT FRONT ENDWALL RIDGE TO EAVE.
REV. DATE:11/26/19 REV. No. 02
REV. DATEID/27/15 REV. NO. 00
ENDWAL LENGTH EXTENSION
REV. DATE: 01/14/10 REV. ND. 00
REV. DATE: 06/21/19 REV. N0. 01
INSULATION STARTER ROLL NOTE
REV. DATE: 07/10/20 REV. N0. 02
INSULATION PLACEMENT
RCB361
LOW EAVE CHANNEL TO EAVE STRUT
INSULATION PLACEMENT FOR INSULATION BRIDGE
RCB362
START END OF INSULATION BRIDGE ATTACHMENT
NV673
THERMAWALL 3" WALL PANELS
RABOO1
AT ENDWALL WITH VARIABLE WIDTH MR -24 PANEL
RCB36O
FOR INSULATION BRIDGE
CANOPY
U
MR -24
UPPER WALL PANEL
,ALL
INSULATION
SIDEWALL
MR -24
USE CUT OFF OF
UNFACED INSULATION
TO START THE
ENDWALL
OR
LENGTH
B
•
•
'
ROOF
�� PANEL
CANOPY
MR -24
ROOF
USE CUT OFF OF
INSULATION
MR -24 CLIP
EAVE CHANNEL
ROOF
I PANEL
BEGINNING OF THE
NEXT RUN
EXTENSION
I
I
FACED INSULATION
INSTALLED OVER
I
PANEL UNFACED
TRANSITION FLASHING
/-GIRT
TO START THE
BEGINNING OF THE
(5EC_)
UNFACED
INSULATION BLANKET
RAKE CHANNEL
TO PROVIDE
MR -24 CLIP
I
-
NEXT RUN
�;r • '�
�-
VAPOR RETARDER
USE CUT OFF OF
MR -24
//
UNFACED
_��•
�. •�� `'•'�L
._ . `...t I �-
FACED
INSULATION
INSTALLED
BRIDGE
INSULATION
SCRUBOLT (096932) 3/8" X 1 1/4"
-
UNFACED INSULATION
TO START THE
ROOF PANEL
BEGINNING OF THE
/ _
`_'�����►
K
y
BLANKET
F.
;f;','.,,:,•••••!:':7;••.'' .. . f�f� �
';;.
�
.7. - �. ;.
'.k•
'
- - �
INSULATION
•}' ..
"'�'' j' 'f':'
..,.; . : • '.:J. ; . ���
.' :: . ��..:
OVER EAVE
STRUT TO
•.; .'
'` f :.."�'
y r. °�.
�s •:. •..
EAVE CHANNEL
EAVE CHANNEL
NEXT RUN -
_ _ - -
��° .-
, ..
5EC_
( )
(6E0_)
UNFACED
�•_
;���
."'ti} �4�
,� ,•:
FACED
INSULATION
.. �1:•
''^ '•�� �:�' . �,: ::•••,::•• %'
.. : ..
:
PROVIDE
f r-'
..:'�
,::
FACED BLANKET
•.r:,�� �.� r�
' • 1`.. "' •
••• .. •
`.r '' •'� • 'r.�,,�—��
I
VAPOR
RETARDER
.:`�.. ,.., _. ,: • :.k -�
\ ,;
' •''
.'
'•,..'••:".1 ., .. ..
I
„
SCRUBOLT (096932) (2 —6 0.C.)
BLANKET
INSULATION 'Y:;•R:�,�s'}°-' �.
,
_'' ;�:. �� t'.' x:
*-r. . �:*:.•`•Nal
•
"
`�
:;'_;�;�wRireY''Y
;}w-: -•
4�i= ,i•
�,
�.1'►
"
INSTALLED
OVER LINER
INSULATION
''
I
�...s' • '
,•" '
. . .
.
-
NOTE:
I
::
SCRUBOLT (096932) (2 -6 O.C.)
••01(+: �.:
,,j:... ;. w: x
; ;.
...1 •• .�••:'ti�CV �...
,}:::;�_'i,+
• �,.,.Y;,.,�: `;;y
2 .l .=;_ra::•:-y :... ;:
FLASHING TO
PROVIDE
INSULATION RETAINER
;.
.-%; -�.• ••• •Y~•;''•'%h
y
.. ;
y • '- •;,
•
NOTE:
�' ''
VAPOR
SCRUBOLT MAY OPTIONALLY BE
INSTALLED FROM BELOW
SCRUBOLT MAY OPTIONALLY BE
•'�_"''"'
:-s• .� r
•- ;✓` ",r' 1:
;�*;y�,,�f.'�.;�w'
_ ..*e...;, ,,_�::'
,•?•,
:7.'y'0:rte:' �•`;~w
+. • •�•} � •:
,
RETARDER
••
''" '
: �,
'`''' '
650209 " ONE
( )
OR 4 -0 WIDE
WITH SCRUBOLTS
PIECE PER 3 -0
ROLL - ATTACH
AS SHOWN
TOP OF
BUILDING
�
---
- - - - - - -
ATTACH FACED
INSULATION WITH
DOUBLE FACED
TAPE (BY OTHER)
BUILDING EAVE
STRUCTURAL
SOFFIT
TRIM
ST3
( )
SOFFIT TRIM
INSTALLED
FROM BELOW
BUILDING SAVE
STRUCTURAL
FACED
BLANKET
•t :�: ;� •-
'•.,;54'r�:P'%
x^!•sa7.,:1; "'-4�
'; ,'�:�..�•.�
INSULATION
LINER
(ST3)
INSULATION''
BRIDGE I
FLASHING
x INSULATION RETAINER
NOT �
�� -
TO SEAL
'-
SOFFIT (OPTIONAL)
SOFFIT (OPTIONAL)
per, SCRUBOLT
I
- - _
(TLF21)
REQUIRED WHEN
IS USED FOR
SKY -WEB II
INSULATION SUPPORT
PURLIN FACED
BLANKET
INSULATION
VAPOR RETARDER
NOTES:
(096932) (1'-0" O.C.)
INSULATION NOTE:
`� WALL
NOTES:
BUILDING Z-PURLIN
1. INSULATION NOT SHOWN FOR CLARITY.
2. SEE DRAWING P-081239 FOR EAVE TRIM INFORMATION.
1. INSULATION
NOT SHOWN
FOR CLARITY.
(TRUSS AND
NOTE:
NOTE:
BUILDING EAVE STRUT -
WALL PANEL
SEE DETAIL RABOO1
-'1' PANEL
3. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.
2. SEE CORRESPONDING
FOR PARTS
AND CONNECTIONS.
ROOF TO TRIM DETAILS
BAR JOIST SIMILAR)
SEE DRAWING P-081568 FOR
PERPENDICULAR TRANSITION INFORMATION.
SEE CORRESPONDING
FOR PARTS AND
ROOF TO TRIM DETAILS
CONNECTIONS.
FOR STARTER
INSULATION NOTE
OR
SOFFIT TRIM
REV. DATE:05/07/18 I REV. NO. 01
REV. DATE:D1/19/16 REV. NO. 00
LOWSIDE
EAVE TRIM WITH MR -24 ROOF
REV. DATE:11/25/19 REV. NO. 02
REV. DATE:11/26/19 REV. NO. 02
HIGH EAVE CHANNEL TO EAVE STRUT
REV. DATE: 06/21/19 REV. NO. 05
ENDWALL RAKE INSULATION PLACEMENT
RCB363
HIGHSIDE EAVE TRIM WITH MR -24 ROOF
AT CANOPY FOR INSULATION BRIDGE
RCB364
AT CANOPY WITH INSULATION BRIDGE
RCB365
MR -24 PERPENDICULAR TRANSITION
INSULATION PLACEMENT FOR INSULATION BRIDGE
RCB366
INSULATION PLACEMENT FOR INSULATION BRIDGE
RCB367
FOR INSULATION BRIDGE
SIDEWALL
MR -24 CLIP
EAVE CHANNEL �
r�
(5EC_)
-
r9
�
1 MR -24
ROOF
[ PANEL
SOFFIT TRIM
ST12_ FOR 8 1/2")
ST13_ FOR 10")
ST14_ FOR 11 1/2")
SEE DRAWING P-081239
FOR EAVE TRIM INSTALLATION
MR -24 ROOF
CANOPY
MR -24
ROOF
PANEL
ki
ROOF
PANEL I
SIDEWALL
EAVE CHANNEL
(_EC_)
CLOSURE
PANEL STRAP
I
EAVE TRIM
�-
(ETA12M)
INSULATION
008306
AND INSULATION
RETAINER (IR1) • •
(2'-0" O.C.)
SEE DWG. P-105017
•. •
r
.
' ::" .�
ti
TRIM DRIP (DTA)
BLIND RIVET
1'-0" 0.C.)
( )
TORX T-30
SELF -DRILLING SCREW
'
EAVE CHANNEL
(6EC_)
�
SOFFIT TRIM
NOTESCRU: (❑96932) (2'-6" o.c.)
SCRUBOLT (096932) 3 8 X 1 1/4"Y
/
„
SCRUBOLT (096932) (2'-6" O.C.)
NOTE:
I
SCRUBOLT MAY OPTIONALLY BE
INSTALLED FROM BELOW
ENDWALL OVERHANG EXTENSION
OR BUILDING EAVE STRUT
I
(2'-0" O.C.)
SCRUBOLT (096932) (2-6 O.C.) SCRUBOLT
u NOTE:
rT12_ FOR 8 1/2")
T13_ FOR 10")
MAY OPTIONALLY BE(097364)
INSTALLED FROM BELOW
EAVE STRUT
1. T14_
• •
ti•"
' ' •• OR
"'�
URETHANE SEALANT
(HW54_) CONTINUOUS.
PANEL CLOSURE (76O7UGR)
SCRUBOLT MAY OPTIONALLY BE
INSTALLED FROM BELOW
BUILDING EAVE
FOR 11 1/2")
I
ENDWALL OVERHANG EXTENSION
BUILDING EAVE STRUT
FOR FLUTED PANEL ONLY
SOFFIT TRIM IL
STRUCTURAL
y ' •
(BY PANEL SUPPLIER)
•
(ST10_)
SOFFIT (OPTIONAL)
+ IHI
NOTES:
SIDEWALL
��
INSULATED WALL PANEL
SOFFIT (OPTIONAL)
NOTES:
NOTES:
1. INSULATION NOT SHOWN FOR CLARITY. SOFFIT (OPTIONAL)
2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.
SEE DETAIL MS027 FOR
VAPOR RETARDER APPLICATION.
1. INSULATION NOT SHOWN FOR CLARITY.
2. SEE CORRESPONDING ROOF TO TRIM DETAILS
1. INSULATION NOT SHOWN FOR CLARITY.
2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.
SLOPE RANGE 1/4:12 TO
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
PAGE'
29 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:27
a division of BlueScope Buildings North America, Inc.
SEE DRAWING P-081239
FOR EAVE TRIM INSTALLATION
ENDWALL
TRIM CLIP 5" SHIP LOOSE ZEE
(56OO93)
(FIELD LOCATE)
1 6'
1„ 5"
UPPER
SIDEWALL
6 1/8"
- -
7 /
/
i REQUIRES
JOINT TOUNIVERSAL
MR -24
EAVE CHANNEL
(5EC_) -
\
CLIP
_
v 7
•
�I
..1
`
MR -24
F
ROMR-24
PANEL
SCRUBOLT
(096932)
SIDEWALL
MR -24
ROOF
PANEL
I
TRUSS
SCRUBOLT (096932)
LOCATE AT EACH
BRIDGE BRACKET
MR -24 ROOF
TAB END
MR -24 CLIP
CLOSURE
IS START
MR -24 PANEL
GABLE TRIM
ROOF PANEL
END
DOWNSLOPE
PANEL STRAP
/
-
EAVE TRIM
+N
(630598)
1 1/4"
SEE NOTE: 4>
TRIM DRIP (DTA)
Il
MR -24 ROOF PANEL
INSTALL N.
\
SCRUBOLT
3/8" X 1 1/4"
SHIP LOOSE BRIDGE
BRACKET (56O8O6)
LOCATE 2'-O" O.C
MR -24 CLIP
BLIND RIVET
t
HEIGHT
EAVE STRUT
(097580)
(1 -0, O.C.)
TORX T-30
1/4" X 3/4"
SELF -DRILLING SCREW
WALL
ADAPTER
RAKE
CHANNEL
( ) IBRC_
THIN
WITH
EACH
_
INSULATION BRIDGE
HEAD BOLT (096636) \
NUT (O95O32) AT
STRUCTURAL
_
SCRUBOLT (096932)
LOCATED AT EACH
BRACKET
!�
�� %
' �
I
COMPRESSED
oo INSULATION
Imo,.
(096932)
- _
EAVE
AFTER INSULATION HAS
BEEN INSTALLED
SCRUBOLT (096932) (2 -6 O.C.)
NOTE:
MEMBER
(HBEM2O__)
SCRUBOLT MAY OPTIONALLY BE
INSTALLED FROM BELOW
�-
BUILDING EAVE STRUT
SCRUBOLT (096932)
LOCATE 2'-0" O.C.
( )
INTO HOLES IN
EAVE MEMBER
NOTES:
BUILDING TRUSS
097364) (2'-0" O.C.)
INSULATION
= --o
BUTLERIB II PANEL
COLOR SUFFIX REQUIRED)
WALL
»
BUILDING Z-PURLIN
(TRUSS AND
BRIDGE
(560715)
• zi
PANEL
WALL CLOSURE
BAR JOIST SIMILAR)
z
(BRCL12)
PANEL
HOLE
m
(12'-0" COVERAGE)
- ALWAYS PROVIDE ZEE WHEN CLEAR OF
NOTES: t OTHER STRUCTURALS
I
SIDEWALL
SEE DETAIL
MV822
BUILDING Z-PURLIN
=
1. INSULATION NOT SHOWN FOR CLARITY.
I
NOTES: WALL PANEL
,
1. INSULATION NOT SHOWN FOR CLARITY.
2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.
1 WALL PANEL
1. INSULATION NOT SHOWN FOR CLARITY.
2. SEE CORRESPONDING ROOF TO TRIM
DETAILS FOR PARTS AND CONNECTIONS.
• SEE DRAWING P-081764 FOR
BLIND RIVET COLOR INFORMATION
2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION.
3. SEE CORRESPONDING ROOF TO TRIM DETAILS
NOTE:
-
-
FOR PARTS AND CONNECTIONS.
SLOPE RANGE 1/4:12 TO
``I
J
�'
z
a
m
*PUNCHED PANEL SURFACE OF
ATTACHMENT ROOF PANELS.
EAVE HEIGHT = FLOOR LINE
*PUNCHED
LENGTH CODE
42" COVERAGE
PANEL TD TOP OF
ATTACHMENT PURLIN/
FLOOR LINE GABLE ANGLE.
f NON -EMBOSSED EXTERIOR SURFACE
-e9L
PANEL LENGTH = EAVE HEIGHT
8\—
N
I
co _
9 +/— BASE COND. ADJUSTMENT + 1 1/8"
KS MINI MICRO -RIB WALL PANEL
OPTIMO PANEL MARK NO.: THFT20 F F I I E G G 0 C C C
WALL PANEL
Lo
* FOR SELF -DRILLING SCREWS, INSTALL
SEE NOTES: 1 AND 2
1/2" DOWN TO CLEAR STRUCTURAL
HOLES IN E.S., GIRT AND BASE ANGLE
36" COVERAGE LENGTH CODE
CORNER TRIM (BRCT12)
12'-0" LONG FIELD
8 1/2" AND 10" PURLINS
- EMBOSSED EXTERIOR SURFACE
NOTE:
CUT OR LAP AS REQUIRED
NOTES:
AS YOU FACE THE BUILDING FROM THE OUTSIDE, THE CORRUGATION
WITH THE CAPILLARY BREAK IS ON THE RIGHT HAND EDGE OF THE
PANEL AND THE PANELING MUST BE INSTALLED FROM LEFT TO RIGHT
1. ADD 5/8" WHEN PANEL IS LAPPED BELOW FLOOR
LINE FOR NOTCHED AND LAPPED BASE CONDITIONS 2. DEDUCT 1/8" WHEN PANEL BASE CONDITION IS FLUSH WITH TOP OF WALL (SEE DWG. P-081513)
`�
rb
OPTIMO WALL PANEL
REV. DATE: 09/02/20 REV. NO. 01
REV. DATE: 11 /12/21 REV. NO. 02
REV. DATE D8/16/17 REV. Na Do
BRII SQ CUT SW PANEL WITH MR -24 ROOF
REV. DATE: 05/21 /20 REV. NO. 00
WCB038
SIDELAP FOR BUTLERIB II WALL PANEL
WCB040
OUTSIDE CORNER TRIM BUTLERIB II WALL
WCB049
1/4:12 TO 1.99:12 SLOPES - WITH THERMAL BLOCK
WCB1 67
KINGSPAN 2" INSULATED WALL PANELS
NOT FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING & TRIM SED'S (d)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
X06 #:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
DATE:
LOCATION:
<jUTLE'
9/9/2022
Placentia, California
®
DRAWN/CHECK:
PROJECT: Placentia Public Safety Center
Butler Manufacturing
/
PAGE:
DRAWING SCALE: NTS
BUILDER'S PO#:
VPC VERSION: 2022.3a
30 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:29
a division of BlueScope Buildings North America, Inc.
N
I
KS SHADOWLINE
F = FEET G = GAG E
= INCHES O = OPERATION
E = EIGHTHS C = FIN/COLOR
PANEL MARK NO.: THFN25 F F I I EGGOCCC
42" COVERAGE LENGTH CODE
i EMBOSSED EXTERIOR SURFACE
a a
N
N
KS MINI MICRO
KS SHADOWLINE WALL PANEL
-RIB PANEL MARK NO.: THFL25 F F I I EGGOCCC
42" COVERAGE LENGTH CODE
If NON -EMBOSSED EXTERIOR SURFACE
a a
-c\I
T
C
KS MINI MICRO -RIB WALL PANEL
OPTIMO PANEL MARK NO.: THFT25 FFI I EGGOCCC
LENGTH CODE
36" COVERAGE
[
f EMBOSSED EXTERIOR SURFACE
a
OPTIMO WALL PANEL
REV. DATE:05/21/20 REV. NO.00
KINGSPAN 2 1/2" INSULATED WALL PANELS
WCB168
F = FEET G = GAGE
I = INCHES O = OPERATION
E = EIGHTHS C = FIN/COLOR
KS SHADOWLINE PANEL MARK NO.: THFN3O F F I I E G G O C C C 42" COVERAGE LENGTH CODE
i EMBOSSED EXTERIOR SURFACE
:J
IM KS SHADOWLINE WALL PANEL
KS MINI MICRO -RIB PANEL MARK NO.: THFL3O F F I I EGG O C C C 42" COVERAGE LENGTH CODE
i NON -EMBOSSED EXTERIOR SURFACE
:..4
`-'g KS MINI MICRO -RIB WALL PANEL a
OPTIMO PANEL MARK NO.: THFT3O FFIIEGGOCCC
36" COVERAGE LENGTH CODE
`EMBOSSED EXTERIOR SURFACE
;:n1-
-11
1 OPTIMO WALL PANEL
REV. DATE:05/21/20 REV. NO.00
KINGSPAN 3" INSULATED WALL PANELS
WCB169
SUPPORT ANGLE
(63O23O)
CORRUGATION CLOSURE
(O26648)
FLASHING (FL12)
SCRUBOLT (O971O4)
(1'-O" O.C.)
RETAINER (65O2O9)
FLEXIBLE SEAL
(56O219)
BRII ROOF PANEL
REVERSED \\
Z-PURLIN II
REINFORCING
STRAP (64O473)
LINER TRIM (LTA-)
(USE O97357 V -O" O.C.)
SEE DRAWING P-O8O172,
P-O8O173, P-O8O174 AND
P -O81247 FOR PERPENDICULAR
FLASHING INSTALLATION
REV. NO. 00
UPPER BRII WALL PANEL
SCRUBOLT (O97362)
(6" O.C.)
RETAINER
(65O2O9)
1/4 X 1 1/4"
HEX HD. SDS
(097230)
1' O.C.
PANEL II
CLOSURE
(BRPCL)
'-INSULATION
SCRUBOLT
(097196) (5)
PER CLOSURJJ
TOP OF ROOF
SECONDARY AT B.L
PANEL TO STRUCTURAL
FASTENER 6" O.C.
(SEE PANEL ELEVATION
FOR CALLOUT)
WALL PANEL EXTERIOR
CLOSURE (57O555)
LOWER BRII WALL PANEL
REV. DATE:08/23/22
WCB789
BRII PERPENDICULAR ROOF TO WALL TRANS.
WITH BRII WALL PANEL ABOVE AND BELOW
OUT
TOP MEMBER
a
J
•
GIRT
1 FLUSH TO
1/4" (MAX.)
•
BASE ANGLE
(SHOWN)
BLDG. WIDTH
OR LENGTH
GIRT ALIGNMENT DETAIL
(CORRECT ALIGNMENT)
S.
S.
L
S.
1 S.
MIS -ALIGNMENT
(AVOID THESE CONDITIONS)
(Z-GIRTS SHOWN, ALSO APPLICABLE FOR C-GIRTS)
REV. DATE: 06/23/22
REV. NO. 00
WSRO65
WALL SECONDARY FRAMING ALIGNMENT
NOT FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
D
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING & TRIM SED'S (e)
REV:
DATE:
BY:
DESCRIPTION:
BUILDER: BlueScope Construction
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
CUSTOMER:
LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
DRAWING SCALE:
NTS
BUILDER'S PO#:
jiuTLEJD
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:
DATE:
9/9/2022
DRAWN/CHECK:
PAGE:
31 VPC FILENAME: Placentia Public Safety Center
11/21/2022 SEDSheet
10:02:31
a division of BlueScope Buildings North America, Inc.
N-
1 N
U
N
2"
13'-2"
21'-31/2"
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ANCHOR BOLT LAYOUT
DATUM POINT IS THE STARTING POINT
OF ALL LAYOUT AND ASSEMBLY. DATUM POINT
LOCATION IS THE INTERSECTION OF GRIDS
A&2
TO ENSURE SQUARENESS OF THE PROJECT
USE THE 6, 8, 10 METHOD TO SQUARE THE
GRID LINES PRIOR TO STARTING THE LAYOUT.
8'
N
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FOR 5/8"Q BOLTS
8"
QUAR
4"
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STRUCTURAL TUBE
11/2"
TYP. ALL
AROUND
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/ 8" / WELDED AS SHOWN.
PLAN VIEW
(4) 5/8"0 x 6" WEDGE
ANCHOR (CARBON STEEL,
SEE SHEET G1.1 FOR OPTIONS.
SUPPLIED BY INSTALLER)
4 FOOTING OR
SLAB
ELEVATION
4 CO
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SCALE: 1"=1 '-0"
CV
6"
/
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FOR %"0 BOLTS
3"
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PLAN VIEW
GMAW
3/6 11/2 EA. CORNER
%2" THK. PLATE w/8"
STRUCTURAL TUBE
WELDED AS SHOWN.
(4) 5/8"0 x 6" WEDGE
ANCHOR (CARBON STEEL,
SEE SHEET G1.1 FOR OPTIONS.
SUPPLIED BY INSTALLER)
4. %
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ELEVATION
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w
COLUMN @ BASE CONNECTION
SCALE: 1"=1 '-0"
ATTENTION: DEALER/ERECTOR/END USER
THIS DRAWING, AND ALL INFORMATION HEREON,
REMAINS THE SOLE PROPERTY OF FCP, INC. ("FCP").
ITS USE IS PROVIDED FOR CONSTRUCTING THE
SYSTEM DESCRIBED IN THE FCP PROPOSAL AND IS
NOT, IN ANY WAY, TO BE REPLICATED, FABRICATED,
OR USED FOR ANY OTHER PURPOSE THAN THAT
STATED IN OUR AGREEMENT WITHOUT PRIOR
WRITTEN APPROVAL BY FCP.
PERSONS CONSTRUCTING THE SYSTEM ARE HELD
RESPONSIBLE FOR ADHERING TO THE DRAWING
DETAILS, AND MUST COMPLY TO WORKMANSHIP AND
SAFETY STANDARDS SET FORTH BY FCP AND
INDUSTRY.
IT IS THE SOLE RESPONSIBILITY OF THE
DEALER/ERECTOR/END USER TO INVENTORY
MATERIAL ARRIVING AT THE JOB SITE AGAINST ITS
PACKING LIST. IF A SHORTAGE EXISTS IT SHOULD BE
NOTED ON THE PACKING LIST ALONG WITH
NOTIFICATION TO FCP BEFORE CONSTRUCTION
COMMENCES.
UPON NOTIFYING FCP OF THE MISSING
COMPONENT(S), FCP WILL MAKE EVERY EFFORT TO
GET PARTS TO THE JOB SITE IN A TIMELY MANNER.
FCP WILL NOT INCUR ANY COST DUE TO ANY DELAY
CAUSED BY MISSING COMPONENTS.
IF A COMPONENT HAS BEEN FABRICATED IN ERROR,
FCP MUST BE NOTIFIED IN ORDER TO DETERMINE
CORRECTIVE ACTION. FCP WILL NOT BE HELD
FINANCIALLY RESPONSIBLE OR LIABLE FOR
MISTAKENLY FABRICATED PARTS DUE TO
MISINFORMATION SUPPLIED BY THE CUSTOMER
AND/OR DEALER. AFTER A MUTUALLY AGREED UPON
COST FOR CORRECTING ANY FABRICATION ERRORS,
FCP WILL COMMENCE WITH FABRICATION.
DATE
09.21.22 09.29.22
11.15.77 N-
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DWG. HISTORY/REVISIONS
APPROVAL DWG. COMPLETED
RAISE T.O.D.
NEW COLUMN LAYOUT
ADD SMASHBLOCK
FILE\DWG.#
25914 Evidence Room_11.16.22.dwg
CHK. BY
DEALER: PROJECT:
CUSTOMER EVIDENCE ROOM
STREET ADDRESS
CITY, STATE ZIP PLACENTIA, CA
SCALE: Y4" = 1,_0„ PLOT DATE: 6.28.2021 DRAWN BY.
co -
STRUCTURES
Creative Steel Solutions
FCP, INC.
23100 WILDOMAR TRAIL
WILDOMAR, CA 92595
(951) 678-4571
[email protected]
CA. LICENSE # 847398
SHEET NUMBER:
i
SHEET OF X
FILE LOCATION:
•
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1 1/ti" UUMIF' DECK O/
22 GA. GALV. B -DECK
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1 6' SLIDE GATE
1 1
42'-0"
FRAME
211-3211
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FRAME
DECK FRAMING PLAN
1,480 S.F.
16" FRAME
8" x 8" COLUMNS
14" x 14" x 1/2" BASEPLATES
LL 125 PSF
DL 12 PSF
0 rN
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4'-10%"
N
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FINISH SCHEDULE
COMPONENT:
Frame:
Columns:
Guardrail:
Stringers:
Treads:
Handrail:
FINISH:
Galvanized
Powder Coat: Grey
Galvanized
Galvanized
Galvanized
Galvanized
PLEASE VERIFY THE FOLLOWING:
(Check boxes to verify)
Existing (E):
E Location of walls and/or
other obstructions. (i.e.
Roll -up door cannisters,
Electrical panels
Dimensions:
Overall Dimensions
Top of Deck Height
Clear Height
Column Locations
Stair Location(s)
Guardrail Location
Gate(s)
PLEASE NOTE: - Verify all
reference dimensions to (E)
obstructions.
❑❑❑❑❑❑❑
1%2" B -DECK
•
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CLEAR HEIGHT
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CEILING
2 -RAIL STEEL GUARDRAIL SYSTEM: 2" x 2" POSTS
@ 6'-0 O.C. MAX., 42" TO TOP RAIL, LESS THAN
21" BETWEEN RAILS, AND 4" KICK PLATE (TYP.)
7— POWDER COAT
GREY, TYP.
VIEW
SCALE: %4"=1-0"
2"x 6"x 22GA. FLASHING ANCHORED
@ 24" O.C. TO WALL ONLY.
DO NOT ATTACH FLASHING TO DECK.
(ANCHORS SUPPLIED BY OTHERS)
1 %8" COMP
DECK
1/.///.///,-"/////////////,../////7///////,-"/
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SCALE: 1%2"=1'-0"
APPROVED FOR ENGINEERING
AS NOTED:
NO CHANGES:
DATE:
DATE:
The signature above indicates that all dimensions, column locations & finishes are correct. Should any change be required after the date above, additional costs may be incurred and written change order required.
NOTE: DRAWING FOR ENGINEERING ONLY
NOT FOR CONSTRUCTION.
ATTENTION: DEALER/ERECTOR/END USER
THIS DRAWING, AND ALL INFORMATION HEREON,
REMAINS THE SOLE PROPERTY OF FCP, INC. ("FCP").
ITS USE IS PROVIDED FOR CONSTRUCTING THE
SYSTEM DESCRIBED IN THE FCP PROPOSAL AND IS
NOT, IN ANY WAY, TO BE REPLICATED, FABRICATED,
OR USED FOR ANY OTHER PURPOSE THAN THAT
STATED IN OUR AGREEMENT WITHOUT PRIOR
WRITTEN APPROVAL BY FCP.
PERSONS CONSTRUCTING THE SYSTEM ARE HELD
RESPONSIBLE FOR ADHERING TO THE DRAWING
DETAILS, AND MUST COMPLY TO WORKMANSHIP AND
SAFETY STANDARDS SET FORTH BY FCP AND
INDUSTRY.
IT IS THE SOLE RESPONSIBILITY OF THE
DEALER/ERECTOR/END USER TO INVENTORY
MATERIAL ARRIVING AT THE JOB SITE AGAINST ITS
PACKING LIST. IF A SHORTAGE EXISTS IT SHOULD BE
NOTED ON THE PACKING LIST ALONG WITH
NOTIFICATION TO FCP BEFORE CONSTRUCTION
COMMENCES
UPON NOTIFYING FCP OF THE MISSING
COMPONENT(S), FCP WILL MAKE EVERY EFFORT TO
GET PARTS TO THE JOB SITE IN A TIMELY MANNER.
FCP WILL NOT INCUR ANY COST DUE TO ANY DELAY
CAUSED BY MISSING COMPONENTS.
IF A COMPONENT HAS BEEN FABRICATED IN ERROR,
FCP MUST BE NOTIFIED IN ORDER TO DETERMINE
CORRECTIVE ACTION. FCP WILL NOT BE HELD
FINANCIALLY RESPONSIBLE OR LIABLE FOR
MISTAKENLY FABRICATED PARTS DUE TO
MISINFORMATION SUPPLIED BY THE CUSTOMER
AND/OR DEALER. AFTER A MUTUALLY AGREED UPON
COST FOR CORRECTING ANY FABRICATION ERRORS,
FCP WILL COMMENCE WITH FABRICATION.
•
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DWG. HISTORY/REVISIONS
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NEW COLUMN LAYOUT
EVIDENCE ROOM
CUSTOMER
ADD SMASHBLOCK
STREET ADDRESS
PLACENTIA, CA
CITY, STATE ZIP
STRUCTURES
Creative Steel Solutions
FCP, INC.
23100 WILDOMAR TRAIL
WILDOMAR, CA 92595
(951) 678-4571
[email protected]
CA. LICENSE # 847398
SHEET NUMBER:
S1 .2
SHEET 4 OF X
/
FILE LOCATION:
INSULATED ROLLING DOOR
THERMISER° DOOR
Models ESD20 & ESD2OW (operational wind -load)
MAINTAIN TEMPERATURES AND REDUCE SOUND TRANSMISSION
EIVCmar-CI-FICIEIv 1 LLIIVIAI C LUN 1 KUL
Thermiser Insulated Rolling Doors are designed
for exterior use and help maintain different
temperatures on each side of the door. They are an
ideal choice for use in environments that require
climate control, security, durability, distribution,
industrial, hospitality, retail and other applications.
PERFOK.AANCE
Thermiser doors roll up compactly, require little to
no maintenance and deliver a low life cycle cost. It
can be configured to meet a maximum operational
windload of 20 PSF. We also warrant this door for
50,000 cycles as standard.
800.294.4358 1 cooksondoor.com
CornellCookson, LLC. is an ISO 9001:2015 registered company
7.2022
JC/1 r"IC DUILUIIVU CIVVCLUI'
Foamed in place insulation offers superior protection
against the elements, improved security and reduced
sound transmission. The Thermiser Door helps seal the
building envelope and keeps noise in or out.
PERSONALIZE WITH VIkIKAN 1 GRAPHICS
Customize your next Thermiser insulated door with
ImageMatchTM Finish! It is a unique ultra violet -cured printing process that produces vibrant, full-color
designs. This option allows you to replicate any logo,
design or photo with impressive detail.
COO
Preferred door solutions.'
:SON
INSULATED ROLLING DOOR THERMISER® DOOR Models ESD20 & ESD2OW (operational wind -load)
STANDARD COMPONENT MATERIALS AND FINISHES
c
OPERATION AND STRUCTURAL
REQUIREMENTS
Hand chain, hand crank and a variety of motor
options are available.
This product is supported by a guide assembly attached
to the jamb construction. No additional header support
is required unless hood supports are mandated by a
larger opening width.
800.294.4358 1 cooksondoor.com
CornellCookson, LLC. is an ISO 9001:2015 registered company
7.2022
Ro"''VET - Steel with powder coated finish to match curtain. Bolt to guide assembly and support counter -balance shaft and curtain.
COUNTER -BALANCE SHAFT - Steel. Supports curtain and contains torsion springs for assisting operation.
HOOF" - Galvanized steel with GalvaNexTM polyester enamel finish to match curtain. Encloses the curtain and provides weather resistance at the head of the door.
CURTAIN - Galvanized steel with GalvaNexTM polyester enamel finish in Gray, Tan, White or Brown. Flame Spread Index of 0 and a Smoke Developed Index of 10 as tested per ASTM E84. The slat has an R -value of 8.0 as calculated using the ASHRAE Handbook of Fundamentals.
GUIDi_ - Structural steel with powder coating to match curtain.
Angle assemblies bolt to the wall and support the weight of the door.
P^TT.,"" o" - If width is less than 24'5", extruded aluminum supplied in mill finish. If width is greater than 24'5", steel supplied with powder coating to match curtain.
OPTIONAL MATERIALS AND FINISHES
► Aluminum in mill, clear and color anodized
► Stainless steel - 300 series in #4 finish
►
Spectrashield® Powder coating in more than 180 colors
► For a more durable finish, consider upgrading to our
GalvaNexTM UltraTM or SpectraShield° UltraTM powder coat finish.
- It is a polyester based textured wear resistant clear coat that provides increased resistance to corrosion of the
curtain and improved durability against normal abrasion and scratching due to cycling.
Brackets, Guides and Bottom Bar
► Hot -dip galvanizing on steel components
► Zinc -enriched, corrosion -resistant powder coating in Gray
CUSTOM-DESIGNED SOLUTIONS
Contact our experienced Architectural Design Support Team for help in customizing our products to fit your specific application.
Q www.architectdoorhelp.com
COO
Preferred door solutions:
:SON
BlueScope
ID Task Name
o Proposal Project Schedule:
pre-Connrvulon Phase
fay Board Meeting
3 contra Renew and signatures
flnIsh
322 days Tee12/6/22
Wed 10/11/23
135 days Tue12/6/22
12/6/22
5 days wed 41 Tue 12/13/33
Mon 6/12/23
Tue12/6/21
4 Port Award Teams Coordination Mee g 1day wed 12/14/22 wed 12/14/22 s Payment and Performance Bonds 10 ears wed 14/7/23
Issue Certificates of l41125re 10 days wed 12/7/22
Tue 11/10/44
Tue 12/20/11
= Publish Final Schedule of Contract Values 10 days wed 11/7/11 Tue12/20/34 a Date of commencement /044179774441043 Thu1/5/23 Thu 1/S/23 9 Order a8,6080 9 5 days Thu 1/5/13 wed 1/11/33
03107/930440 Package 36 days Thu 1/12/23 Thu 3/2/23
11 013 and Reactions 26 days Thu1/12/23
M Customereenew and Approval 54ays Fn 3/3/43 Thu 3/9P3
Thu2/16/23
s0/ Deferred Permit Submittal Slays Fri 3/10/23 Thu 3/16/23 a Deferred Permit approval 10 days Frl3/1)/23 Thu 3/30/23 Deta,IPF3& Mezzanine 30 days RI 3/31/23 Thu S/11/23
16 Release KB & 100301f31111061060771087171dav Fns/14/13 Fn 1/14/43 17 Pea & Mezzanine Manufactunn3 21 days Mon 6/16/23 Mon 6/12/23 s5 Cor6Vufilon Phase: 80 dm Tue6/13/23 Wed 10/W23
13 Construction Notice To Proceed 1cav Tue6/13/43 Tue 6/13/43 0/o Mobilization wit «011 3 days wed 6/14/23 Fn 6/16/23 11 Deliver, unload and Shakeout PFB 5days Tue6/13/43 Mon 3/19/23 Foundation 26. cure Confirmation 1day rue 6/20/23 Toe6/20/23 23 PFB Building &Me..amne Frecton 45 days Tue6/40/43 Mon 9/21/13 _4 windows, Dons and 1amware 5 days nee/4/23 Mona/14/23 15 Sunstantalcomplevon (Per 1071087110617143/15/45T11 9/15/43 agreement1
=6
Mobilization (No n02)(1ATET61I 1cay Wed 9/27/23 Wed 9/27/23 2=Complete Penkendicular and Parrallel 10 days Thug/18/13 Wed10/11/23 Transibon Flashing
Project Prnwui Project Schedule
task
1=813
--..,...-
Project: Placentia Public Safety Center
Location: Placentia, CA
Proposal Schedule
..Date m Commencement / nmwe to Proceed
41. and Reactions
xyn/Peon Padua
I Coostructloo Notice To Proceed
hfouneeyunlw2.,d.mutma
SIlletstone • Project Summary m doe a inactive wetter.. o blanuarrask ManualSummary Pollup Deadline Summery =rtern.lT.sws imm reTmt I s ry w o i N Menn.lwmmary nmsnanN Progress Page ,
P!..A.c.?`1P2,.
lwTt:Tem
ACRD® CERTIFICATE OF LIABILITY INSURANCE
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
DATE (MM/DD/YYYY)
12/05/2022
PRODUCER
*Marsh USA, Inc.
2405 Grand Boulevard, #900
Kansas City, MO 64108
Attn: [email protected] Fax: 212-948-0015 CN102206668-UmbPR-GAWUP-22-23 Placen BS Con 22740
INSURED
BlueScope Construction, Inc.
1540 Genessee Street
Kansas City, MO 64102
COVERAGES
ICONTACT
NAME:
IPHONE
(A/C. No. Extl:
IE-MAIL
ADDRESS:
SISaaC INSURER A:
INSURER B :
I INSURER C :
I INSURER D :
I INSURER E :
I INSURER F :
CERTIFICATE NUMBER: CHI -010191971-02 REVISION NUMBER: 2
INSURER(S) AFFORDING COVERAGE
Starr Indemnity & Liability Comoanv
Starr Specialty Insurance Comoanv
Indian Harbor Insurance Comoanv
FAX
(A/C, No):
NAIC #
38318
16109
36940
THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
POLICY EFF POLICY EXP
POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY)
INSR
LTR TYPE OF INSURANCE
A X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE X OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY X PRO--JECT LOC
OTHER:
A AUTOMOBILE LIABILITY
B
B
B
C
X
X
ANY AUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
■
SCHEDULED
AUTOS
NON -OWNED
AUTOS ONLY
UMBRELLA LIAB
EXCESS LIAB
DED RETENT ON $
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANYPROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBEREXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
OCCUR
CLAIMS -MADE
Y/N
N
ADDL SUBR
INSD WVD
X
X
N/A
1000100186221
1000692468221
100 0005052 (AOS)
100 0005050 (TX,CT)
100 0005051 (FL,MA)
Professional Liability CE0742003010
06/30/2022 06/30/2023
06/30/2022 06/30/2023
06/30/2022 06/30/2023
06/30/2022 06/30/2023
06/30/2022 06/30/2023
06/30/2022 06/30/2023
LIMITS
EACH OCCURRENCE
DAMAGE TO RENTED
PREMISES (Ea occurrence)
MED EXP (Any one person)
PERSONAL & ADV INJURY
GENERAL AGGREGATE
PRODUCTS - COMP/OP AGG
COMBINED SINGLE LIMIT
(Ea accident)
BODILY INJURY (Per person)
BODILY INJURY (Per accident)
PROPERTY DAMAGE
(Per accident)
EACH OCCURRENCE
AGGREGATE
PER OTH-
XSTAUTE ER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
Each Occ. / Annual Aggregate:
SIR Value:
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) BlueScope Construction Project #22740 - City of Placentia Public Safety Center. The City of Placentia and its elected and appointed boards, officers, officials, agents, employees and volunteers are included as an Additional Insureds with respect to General Liability and Automobile Liability with respect to liability arising out of the operations of the Named Insured as required by written contract. The General Liability and Automobile Liability policies are Primary and Non -Contributory over any existing insurance and Limited to Liability arising out of the operations of the Named Insured and where required by written contract.
CERTIFICATE HOLDER CANCELLATION
City of Placentia
401 E. Chapman Ave.
Placentia, CA 92870
ACORD 25 (2016/03)
1,000,000
1,000,000
1,000,000
2,000,000
INCLUDED
5,000,000
1,000,000
1,000,000
1,000,000
5,000,000
$2,000,000
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Marsh USA Inc.
WeciTo
© 1988-2016 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
II1 ti:OrviriERC:IAL GENERAL LIABILITY
C G -1 (1 1 2 119
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - SCHEDULED PERSON OR
ORGANIZATION
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20 37 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
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CONTRACTORS - COMPLETED OPERATIONS
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Starr Indemnity & Liability Company
Dallas, TX 1-866-519-2522
Primary and Non-contributory, Additional Insured and
Waiver of Subrogation
Policy Number: 1000100186221 Effective Date: 06/3012022 at 12:01 A.M.
Named Insured: BLUESCOPE STEEL NORTH AMERICA CORPORATION This endorsement modifies the insurance coverage form(s) listed below that have been purchased by you and evidenced as such on the Declarations page. Please read the endorsement and respective policy(les) carefully.
Commercial General Liability Coverage Form
Owners and Contractors Protective Liability Coverage form Products/Completed Operations Liability Coverage Form
Contractors Pollution Liability Coverage Form
Professional Liability Coverage Form
Site Pollution Liability Coverage Form
SCHEDULE
Al as required by written, signed or executed contract.
A. SECTION II - WHO I8 AN INSURED is amended to include as an insured the person or organization shown in the schedule of this endorsement* but only with respect to liability arising out of your work" for that insured by or for you.
B. As respects additional insureds as defined above, this insurance also applies to 'bodily injury' or 'property damage" arising out of your negligence when the following written contract requirements are applicable:
1. Coverage available under this coverage part shall apply as primary insurance. Any other insurance available to these additional insured's shall apply as excess and not contribute as primary to the insurance afforded by this endorsement.
2. We waive any right of recovery we may have against these additional irrsured's because of payments we make for injury or damage arising out of `your work' done under a written contract with the additional insured.
3. The term insured is used separately and not colectively, but the inclusion of more than one insured shall not increase the limits or coverage provided by this insurance.
Insureds and Agents are advised that certificates of insurance should be used only to provide evidence of insurance in leu of an actual copy of the applicable insurance policy. Certificates should not be used to amend, expand or otherwise alter the terms of the actual policy.
ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.
OG - 022 (OW11) Page 1 of 2
Copyright 0 C. V. Starr ti Company and Starr Indemnity e, Liablity Company. AM rights reserved.
Includes copyrighted materiel or iso properties. Inc.,, used v i h Its permission.
COMMERCIAL AUTO
CA O4 4O 11 IG
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
PRIMARY AND NONCONTRIBUTORY -
OTHER INSURANCE CONDMON
This endorsement modifies insurance provided under the following:
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With reaped to coverage provided by this endorsement, the provisions of the Coverage Form apply unleo modified by the endorsement.
A. The following is added to thea Other Insurance
Condition in the Business Auto Coverage Form
and the Other Insurance — Primary And Excess
Insureirem P ovision s in the Motor Cater
Coverage Form and supersedes any prevision to
the contrary:
This Coverage Form's Covered Autos Liability
Coverage is primary to and will not seek
contribution, from any other insurance available to
en "insures" under your policy provided that
1. Such "insured" is a Named Insured under such
other insurance; and
2. You have agreed in writing in a contract or
agreement that this insurance would be
primary and would not seek contribution from
any other insurance available to such
"inau sd".
B. The following is added to the Other inaur,nce
Condition in the Auto Dealers Coverage Form and
supersedes any provision to the contrary:
This Coverage Form's Covered Autos Liability
Coverage and General liability Coverages ane
primary to and will not seek contribution from any
other insurance available to an "insured" under
your policy provided that
1. Such "insured" is a Named Insured under such
other insurance; and
2. You have agreed in writing in a contract or
agreement that this insurance would be
primary and would not seek contribution from
any other insurance available to such
"insured".
CA 64 ell 16 0 Insurance Services Office, Inc., 2016
Pogo 1 of
POLICY NUMBER: 1000100186221 CO 1MERC Z,L GENERAL ELICIT! CG G2 2410 SZ
THIS EI IDORSE► tEMT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
EARLIER NOTICE OF CANCELLATION
PROADED EY U
This endmmement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
LIQUOR LIABILITY COVERAGE PART
POLLUTION LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
SCHEDULE
Number of Dtyt' Notes
(If no entry appears above, information tion required to complete this Schedule wite be shown in the Declarations as applicable to this endorsement)
For any statutorily permitted reason other than nonpayment of premium, She number of days required for notice of cancellation, ea provided in paragraph 2, of either the CANCELLATION Ccrnmon Policy Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in the Schedule above.
CG O2 2tli 1093
Copyright, Insurance Services Oflias, Inc., 1992 Page 1 of 1 0
COMMERCIAL AUTO
SICA-1 a (O1 ti')
Time ENDORSEMENT CHANGES THE POUCY. PLEASE READ IT CAREFULLY.
EARLY NOTICE OF CANCELLATION PROVIDED BY LIS
AMENDATORY ENDORSEMENT
Policy Number: 1000692466221 Effective Data: 06/30/2022 Named Insured: BLUESCOPE STEEL NORTH AMERICA
This endorsement modifies the insurance provided under the following:
COMMERCIAL AUTO COVERAGE PART
It is hereby agreed that except with respect to fraud, meteriel misrepresentation, or a material change in the nature or extant of the eisk insured against, the number of days required for notice of canoellettion, as prided in COMMON POUCY COf1DITmOM i, A. Cancellation, sub-peregraph 2., or as emended by en applicable state cancellation endoeserrient is increased to the number of days shown below:
a.. (1 O) days before the effective date of cancellation if we cancel for nonpa tent of premium; or b. (3)1 days before the effective data of cancellation d we cancel for any other reason.
The notice Period provided shall not ba Iowa ttian that required by applicable state lam.
M other terms end conditions of this Policy remain unchanged. $ CA/1Z 2 (0910) Copyright 0 Starr indemnity at Liability Company. All rights reserved.
Includes copyrigratd metoriati of insurance Services Office, Inc., with its permission.