1.K.1 AGREEMENT WITH BLUESCOPE CONSTRUCTION, INC. — Placentia City Council, December 6, 2022 (part 1 of 2)

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 coovriahtl6 aia.ora. (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 OCONTRACTUAL 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: S0.1 thru S5.2 03/24/22 (Shts. 55 - 71) Mechanical Drawings: MO.1 thru M8.2 08/05/22 (Shts. 72 - 85) Plumbing Drawings: P0.1 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 B1ueScope 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 Price
N/A
§ 3.5 Unit prices, if any, are as follows:

Item Units and Limitations Price per Unit ($0.00)
N/A
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(a,,vlacentia.ore
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
lestevez(a)placentia.orq
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 1 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,
Charles S. Rezac
Project Executive
Ce11:816 516-4112
csrezac(ftluescopeconstruction.com
CC: Master File
2ia4v,42v
Brian Aldrich
Director, Government Services
Phone: 816.245.6886
Cell: 816.589.3761
bnaldrich(cDbluescopeconstruction.com
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

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
IiNueScope
Construction

ATTACHMENT A

SCOPE OF WORK

BUTLER BUILDING MATERIALS
Division 13—Special Construction
ZBUTLE;
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
Structural Type Description—General
MRF

0.25 36'-0" / 31'-0"
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: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilimps
Construction
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.

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
11 (Standard Occupancy Structure)
Roof Loads/Other Buildin. Shell Loads
Live Load
Structural Dead Load
Ground Snow Load
Collateral Load - Gravit
Wind
Speed
Ex•osure
Buildin. Enclosure
Site Elevation Above Sea Level
Hurricane Prone Re•ion
Wind -Borne Debris Re•ion
Impact Resistant Covering
Seismic
Acceleration
Soil Profile
Seismic Design Category
Elevated Floor Loading
Live
Dead
Collateral
Facto Mutual FM U•lift Ratin
20 psf (reducible per code)
Actual Structure Weight
0 psf
5 psf
102 mph
B (Urban Setting, Obstructions to Break-up Wind)
Enclosed
214'
No
No
Not Required
Ss =163% S1 =58%
Stiff Soil (D) - Default
D
125psf
Self -weight
5 psf or N/A
Not Required
Deflection/Sideswa Criteria
Deflection -roof beams
Sidesway frames
Deflection -roof structurals
Deflection -wall structurals
U180 (Live load, Snow Load, Wind Load)
3" Maximum (10 -year wind), H/10 (Seismic)
U150 (Live load), U180 (Snow, Wind)
L/90 (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

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilixspe
Construction
CUTLEO
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 Butier- 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.

Date: 11/28/2022
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.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1 -
Blueilimps
Construction
Below Eave Canopy
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.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilixspe
Construction
BUTLER
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, 11/2" 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
36"
1-12" 12"
1-1/2"
rThk t
12"
Panel material and finish shall be 26 -gauge painted Gaivalume® 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.

All exposed fasteners shall be pre -painted to match wall color.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
ThermaWallTM Wall 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 ThermaWaIITM 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.
42°

EXTERIOR FACE

INTERIOR FACE

FOAM CORE

INSULATION
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.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilimps
Construction
Wall Accessories
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
inueScorwt
Construction
Windows
One (1) each - 26'-10" x 3'
j
f
,
Spandrel Glazing
,
,
,
,
,
Spandrel Glazing

II II II II II
GS. FENESTRATION ASSEMBLY SUMMARY
2 Fenestration Assembly Name / Tag Fenestration Type / Product Type / or I.D. Frame Type
PPG SOLARBAN 70 XL Clear
3 4
5 Certification MethorV Assembly Method Area ft2
6 7 8 9
Overall Overall Overall
U -factor SHGC VT
verticals nestration
FixedWindow NFRC Rated SiteBuilt 1039 0.29 0.27 0.63 N
N/A
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: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
BUTLER
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 Insulation channel
and Bracket
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-PURLIH
Thermal Spacer
MR -24° roof system
Unfaced Insulation
Faced Insulation
Z—Purlin
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: 11 /28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilixspe
Construction
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.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilimps
Construction
BUTLER
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 1/2' 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.

Date: 11/28/2022
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: 11/28/2022
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:

Al. 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.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
BlueScope
Construction
Al 0. 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: 11/28/2022
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. 010 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.

Date: 11/28/2022
City of Placentia — Public Safety Center
Placentia, CA
Project Number: 22740 Rev. 1
Blueilimps
Construction
Exclusions
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 El O. 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.

Public Safety Center

SCHEDULE OF VALUES
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 Equipment $45,785
13 Special Construction (PEMB
Installation)
$273,968
13A
This quote is valid for 30 days.

Special Construction (BBNA
Materials)
$300,914
Total Proposal Price $939,809
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

Butler Manufacturing
a division of BlueScope Buildings North Annerica, Inc.

VPC FILENAME: Placentia Public Safety Center

DRAWING INDEX

DRAWING TITLE PAGES

COVER SHEET

CODES AND LOADS
NOTES

ANCHOR ROD PLAN

PRIMARY STRUCTURAL

SECONDARY STRUCTURAL

COVERING

SPECIAL DRAWINGS

STANDARD ERECTION DETAILS

PLANOGRAPH DETAILS
1 2
3 4
5-11
12-21
22-31
zz
zz
zx
TYPE
Preliminary Drawings

DRAWING RELEASE HISTORY

DATE DESCRIPTION
11/21/22 NOT FOR CONSTRUCTION
zz
zz
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.

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.

D
11/21/2022

MATERIALS
3 PLATE WELDED SECTIONS

COLD FORMED LIGHT GAGE SHAPES

BRACE RODS

HOT ROLLED MILL SHAPES

HOT ROLLED ANGLES

HOLLOW STRUCTURAL SECTION (HSS)

CLADDING

GENERAL NOTES

ASTM DESIGNATION
A529, A572, A1011, A1018
A653, A1011
A572, A510
A36, A529, A572, A588, A992
A529, A572, A588, A992
A500
A653, A792

HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
GRADE 55
GRADE 60
GRADE 50
GRADE 36 OR 50
GRADE 50

GRADE B
GRADE 50 OR GRADE 80

IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. 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.

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
10:01:43

COVER SHEET
BUILDER:

CUSTOMER:

LOCATION:

PROJECT:

BlueScope Construction
Placentia, California
Placentia Public Safety Center
BUILDER'S PO#:

BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
a division of BlueScope Buildings North America, Inc.

JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
1 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
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
i
x
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: Shc: 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
zz
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
i
i
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.

VPC FILENAME: Placentia Public Safety Center

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:46

NOT FOR CONSTRUCTION

CODES AND LOADS
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

UTLE�
Butler Manufacturing
VPC VERSION: 2022.3a
a division of BlueScope Buildings North America, Inc.

JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
2 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 L/500 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 -lbs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg C).

VPC FILENAME: Placentia Public Safety Center

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.

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.

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

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

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:

NTS
DESCRIPTION:
11/21/2022 10:01:47

NOT FOR CONSTRUCTION

ERECTION NOTES
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION:

PROJECT:

Placentia, California
Placentia Public Safety Center
BUILDER'S PO#:
<FUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
3 a division of BlueScope Buildings North America, Inc.

Dim. A
4" 5"

1. 'r
or 102mm 127mm
AR3 (4)3/4" Dia.

Max Plate W=8",L=1'-1", Min Thk=3/8"
Dim: A=1'-0"
Elev.=100'-0"
E
N
N
N
2 1/2"
64mm
WIDTH
2 1/2" (64mm)
Z
2 1/2" (64mm)
2 1/2"
64mm
AR4 (4)3/4" Dia.

Max Plate W=9",L=1'-5", Min Thk=3/8"
Elev.=100'-0"
N
I
5 4
3 2
1 1'-0"
4'-0"
1'-11"
4'-0 1/2"
3'-4 1/2" J=8.50
Dimension Key

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.

VPC FILENAME: Placentia Public Safety Center
BL
2 1/2"
64mm
WIDTH
2 1 /2»
64mm
AR16 (4)3/4" Dia.

Max Plate W=8",L=1'-5", Min Thk=3/8"
Dim: A=4"
Elev.=100'-0"
m
0 w
=�<
0 PITCH DIM. A
LENGTH
4 o� E
41- -OF
E
E
d-
0 ,ED GE ,
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"
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.
72'-0"
2 1/2"
64mm
WI DTH
J 2 1/2"
( '64mm
D2 (4)3/4" Dia.

Max Plate W=8",L=1'-5", Min Thk=3/8"
Dim: A=1'-3"
Elev.=100'-0"
0 fJ
0 N
10'-1"
1 1-
0 z
w
J
(BY BUILDER)
—NUT
I �
— 4" 102mm)

PROJECTION

HARDENED
WASHER

BOTTOM OF COLUMN
BASE PLATE ELEV.

L-TOP OF FOUNDATION - CONSIDER

ANY SPACE BETWEEN THE FOUNDATION

AND COLUMN BASE IN ANCHOR ROD
r vLENGTH 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 OD PROJECTION
18'-0"
14'-8"
rT
0 23'-0"
1/2" (13mm) DIAMETER

CONCRETE ANCHORS
(BY OTHERS)
fJAMB \�
i
LJ
NO
E
E
co
N
1 1/4" LpPENING 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" 70m m
10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm
FRAMED OPE\I\G DETAIL

SEE PLAN
`L
VARIES

BOTTOM OF
COLUMN

BASE PLATE
STD = 1/2" (13mm)
FLUSH = 0" (Omm)

TYDICAL COL

BASE P LATE
J
vI \
DETAIL
13'-7" / 13'-5"
L
22'-6" .Y
36'-9" I 11'-4"
to+�_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-NUJ{ 1-1 a 0
4 a
- 4
10'-1" 19'-3"
BBL

ANCHOR ROD PLAN
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
14'-4"
21'-9"
78' 1"
BBL
M
41 1
r r
8'-0"
J=8.50
1 8'-0"
J=8.50
27'-0"
BL

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
REV: DATE: BY:

DRAWING SCALE:
11/21/2022
NTS
DESCRIPTION:
10:01:48
0 rn
cJ
0 M
BL
1 0
r
u

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

ANCHOR ROD PLAN
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION:

PROJECT:

Placentia, California
Placentia Public Safety Center
BUILDER'S PO#:

BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
a division of BlueScope Buildings North America, Inc.

JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
4 _
re
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"
Detail
BRO1G2
BRO1G2
BRO1G2
BRO1G2
BRO1G2
of
BL
1 1'-0"
Dimension Key

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.

VPC FILENAME: Placentia Public Safety Center
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.
72'-0"
_I 0
r
v
10'-1"
o M
o
U y
M
X
BBL
10'-1"
JO
CQ
O
RBX005
11 PRIMARY AND ROOF BRACING PLAN
18'-0"
RBX007
44'-8"
RBX002
19'-3"
X
X
v
I-
RBX004
Bracing Member Schedule
Id Part
SBX001
SBX002
23'-0"
21'-9"
78' 1"
BBL
Shape Name = Placentia Public Safety Center, Shape = Admin Building, Shape = Shooting Range, Shape = Utility Bldg.

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
Rod, Strut, and Misc. Connection Bolts
Id Qty Grade Bolt Diam. Bolt Length PartNo Washer
1 4 A325 3/4" 2 1/2" 0097284
Description
3P 8" x 3/8" flg - 3/16" x 9" web
3P 8" x 3/8" flg - 3/16" x 9" web
X
O4

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:49
13'-7"
RBX006
O
x,22'-6"
0 eQ
O
RBX003
RBX001 I --F -
27'-0"
BL
BL
1 M
Length Vert. Clear
28'-10 13/16"
28'-10 13/16"

NOT FOR CONSTRUCTION

PRIMARY AND ROOF BRACING PLAN
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
5 a division of BlueScope Buildings North America, Inc.

Frame Member
Part Mem
CX007 1
RBX008 2-3
CX008 4
Schedule
Width Thick WebThk. Depthl

6.0000 .3125 .1644 1'-6"

8.0000 .3750 .1875 2'-10"

6.0000 .3125 .1644 1'-6"
1 1/2"
Dimension Key
Depth2
1'-6"
2'-10"
1'-6"
PFB3060

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.

VPC FILENAME: Placentia Public Safety Center
Approx.Lgth
14'-0"
25'-10 5/8"
14'-0"
4 ° 0
Approx.Weight
364#
1163#
364#
RBX008
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.
°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
28'-11"
29'-0"
PORTAL FRAME ELEVATION ALONG 3
Shape Name = Placentia Public Safety Center Wall 2, Frame 1

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:51
(A)
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) 0 0 0
HFB3060
1 NOT FOR CONSTRUCTION
PORTAL FRAME ELEVATION ALONG 3
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEI>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
6 a division of BlueScope Buildings North America, Inc.

Frame Member Schedule
Part Mem
CX001
RBX001
RBX002
CX002
EPX001
EPX002
EPX003
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"

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"
Depth2
1'-1"
2'-2"
1'-6"
1'-6"
9"
9"
9"
9"
1'-6"
2'-6"
1'-1"
1'-0"
1'-0"
1'-0"
Approx.Lgth
14'-11 5/8"
Approx.Weight Detail
444#
39'-1 3/16" 1029#
36'-5 3/4" 465#
19'-6 1/4"
16'-11 9/16"
18'-2"
18'-6 3/4"
n
0 44a
U'
6 5
4 3
2 1
2'-11 3/4"
2 @ 5'-0"
2 @ 4'-0 5/8"
7 1/4"
2'-3"
11 1/2"
Dimension Key
GCD052060
GCD052060
GCD052060
BL
Q

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.

VPC FILENAME: Placentia Public Safety Center
BBX001
649#
217#
231#
236#
'I
GC182120
BR25CA
BR25CA
BR25A3
27'-0"
°Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
A 10 A325
B 4 A325
C 8 A325
D 4 A325
Dia. Length Thick.
3/4" 2 1/2" 1/2"
3/4" 2 1/2" 3/8"
3/4" 2 1/2" 5/8"
1/2" 1 1/2" 3/8"
Rows Rows PartNo
Out In
3 2
1 1
2 2
1 1
- (2) Washers (095872) req'd at Flange
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.
l
0097284
0097284
0097284
49080
Brace to Secondary.
10 O
5 PG1
w GFB2050
PG1
CL
78'-1 3/16" 0.2497:12
14 @ 5'-0"
RBX002
21 -9"
78'-1"

FRAME CROSS SECTION AT FRAME LINE(S) E
PG1
PG1
PG1
'I
.6= GFB2050
CL
Shape Name = Placentia Public Safety Center Wall 4, Frame 1

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
F
19'-3"
PG1
PG1
PG1

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:53
A
V
O
0 MO
N �
0a
CL
Frame Clearances
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
Finished
(2)GFB2050
0 MON
0a
between
between
between
between
at
at
at
at
at
member
member
member
member
member
members
members
members
members
2 (CX001
10(CX00
12 (EPXO
13 (EPXO
14 (EPXO
1(CX001)
1(CX001)
2 (CX001)
2 (CX001)
and
and
and
and
10(CX002)
11(CX002)
10(CX002)
11(CX002)
): 14'-11 1/2"
2): 17'-11 1/8"
01): 16'-11 1/2"
02): 18'-1 15/16"
03): 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)
cP1
r
10'-1"
GCE051054
GCE052054
GC170120
GCE052054
BL
U

NOT FOR CONSTRUCTION

FRAME CROSS SECTION AT FRAME LINE(S) E
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
a division of BlueScope Buildings North America, Inc.
7 Frame Member
Part Mem
CX003
RBX003
RBX004
RBX005
CX004
ICX001
1 2
3 4
5 6
7 8
9 10
11 Schedule
Width Thick WebThk Depthl

6.0000 .5000 .1875 1'-4"

6.0000 .6250 .1875 1'-4"

6.0000 .5000 .1875 3'-0"

6.0000 .3750 .1644 1'-6"

6.0000 .2500 .1345 9"

6.0000 .3750 .1644 9"

6.0000 .5000 .1875 1'-4"

8.0000 .5000 .1875 1'-4"
rl
CO
Depth2
1'-4"
2'-6"
3'-0"
1'-6"
1'-6"
9 "
9 "
1'-6"
2'-8"
1'-4"
1'-4"
GCD052060
GCD052060
GFB2063
GCD052060
O
O
U
6 5
4 3
2 1
2'-11 3/4"
2 @ 5'-0"
2 @ 4'-0 5/8"
7 1/4"
2'-3"
11 1/2"
Dimension Key
BL
Q

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.

VPC FILENAME: Placentia Public Safety Center
Approx.Lgth
17'-11 5/8"
25'-8 11/16"
23'-0"
23'-3 3/4"
19'-6 1/4"
17'-2 15/16"
n
RBX003
Approx.Weight
717#
1067#
610#
418#
700#
678#
-5'-0"
O
u')
OMO
I I I 1,,H,,
' I
3 @ 5'-0"
c�a
°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"
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.

C
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
^_ @ 5'-0"
RBX004
78'-1"
▪ --�
I
CL
--
long side
1 rl
X
0 I -

FRAME CROSS SECTION AT FRAME LINE(S) D
O
u')
O
' NH
044404
Shape Name = Placentia Public Safety Center Wall 4, Frame 2

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
4 @ 5'-0"
RBX005
36'-9"
0 BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:54
Frame Clearances
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Horiz. Clearance
Vert. Clearance
Vert. Clearance
Vert. Clearance
between members 1(CX003)
between members 1(CX003)
between members 2(CX003)
between members 2(CX003)
at member 2(CX003): 14'-9"
at
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"
member 9(CX004): 17'-11 1/16"
at member 11(ICX001): 17'-2 5/8"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) ? @ 5'-0"
0 N
fA
C7 �
N C4
'I
0 1
�J I
��. (2)GFB3080
GCE051054
BL
GCE052054
GCE052054
r--
NOT
`

NOT FOR CONSTRUCTION

FRAME CROSS SECTION AT FRAME LINE(S) D
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEi>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
8 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 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"

5.0000 .1875 .1345 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"
n
BL
Q

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.

VPC FILENAME: Placentia Public Safety Center
44a
1 13'-5"
216#
313#
321#
323#
II 0
C
RBX006
GCE051054
X
O4
GCE051054
CL
BR25A3
BR25CA
BR25CA
BR25A3
°Bolt Connection & Plate Schedule
Id Qty Grade Bolt Bolt Plate
A 8 A325
B 4 A325
C 4 A325
D 8 A325
Dia. Length Thick.
3/4" 2 1/2" 1/2"
3/4" 2 1/2" 3/8"
1/2" 1 1/2" 3/8"
3/4" 2 1/2" 3/8"
Rows
Out
2 1
1 2
- (2) Washers (095872) req'd at Flange
13'-7"
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.

A
V
N
0 OMO�
44a,
A
V
M
UMO0
0 a, a,
GCE051054
u->
X
a,
GCE051054
CL
Rows PartNo
In
2 1
1 2
0097284
0097284
49080
0097284
Brace to Secondary.
78'-1 3/16" 0.2497:12
.14 @ 5'-0"
N
M
O
rn
U'
23'-0"
78'-1"

FRAME CROSS SECTION AT FRAME LINE(S) C
0 RBX007
GCE051054
X
a,
GCE051054
Shape Name = Placentia Public Safety Center Wall 4, Frame 3

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

CL
D
REV:

DATE:

DRAWING SCALE:

A
V
O0
rn
rl
Cr,
• 1,
11 /21 /2022
18'-0"
F 'I
GCE051054
X
a,
GCE051054

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:56
CL
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 1(CX005) and 11(CX006)
members 1(CX005) and 12(CX006)
members 2(CX005) and 11(CX006)
members 2(CX005) and 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) 0 MON
0a
10'-1"
cP1
r
GC176120
yC
0 0
rn
GC170120
BL
GCE051054
GCE052054
U

NOT FOR CONSTRUCTION

FRAME CROSS SECTION AT FRAME LINE(S) C
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
a division of BlueScope Buildings North America, Inc.
9 Frame Member
Part Mem
CX009 1
RBX009 2-3
CX010 4
Schedule
Width Thick WebThk. Depthl

6.0000 .2500 .1644 1'-6"

8.0000 .3750 .1875 3'-1"

6.0000 .2500 .1644 1'-6"
1 1/2"
Dimension Key
Depth2
1'-6"
3'-1"
1'-6"
H'B3060
0 0 0

O O O O

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.

VPC FILENAME: Placentia Public Safety Center
Approx.Lgth
13'-11 1/8"
25'-10 3/4"
13'-11 1/8"
u
Approx.Weight
302#
1198#
302#
RBX009
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.
°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
28'-11"
29'-0"
PORTAL FRAME ELEVATION ALONG 13
Shape Name = Placentia Public Safety Center Wall 4, Frame 2

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:01:57
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) (A�
u
0 0 0

O O O O

O O O O
1 HFB3060

NOT FOR CONSTRUCTION
PORTAL FRAME ELEVATION ALONG 13
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEI>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
10 a division of BlueScope Buildings North America, Inc.

ROD DIA.
3/8"
1 /2"
5/8"
3/4"
7/8"
1"
1 1/8"
1 1/4"
1 3/8"
1 1/2"

BRACE ROD
CLEVIS
MARK ND.
097572
097573
095277
095278
095279
095280
095281
095282
097593
097594
REV. DATE_ 06/23/11 I REV. NO. 03
BRO2K1
F = FEET
I = INCHES
E = EIGHTHS
CLEVIS
PIN DIA.
1 1/4"

COTTER PIN
1 1/2"
G = GAGE
0 = OPERATION
C = FIN/COLOR

PANEL/COVERING
W 1 3 1 1 7 2 6 1 KTD
* F F I I E000000

LENGTH CODE

INSULATION
I B 1 3 0 1 0 3 6 0 3 0 W V
** F F F I 1 1 1 1 IECC

LENGTH WIDTH THK CODE

SECONDARY (STANDARD)
0 8 Z 1 9 1 1 4 1 7
*** F F I I E G G *
DEPTH' LENGTH GAGE ADJUST.CODES
SHAPE
* . *
*

SECONDARY (SPECIAL)
0 0 1 0 8 Z 1 9 1 1 4 1 7— —
* * * * * * FF I I E GG *
COUNTER DEPTH& LENGTH CAGE ADJUST. CODES
SHAPE

ROD BRACING
0 3 R S 2 5 1 0
1 E** F F I 1

DIA LENGTH
REV. DATE: 08/29/12 I REV_ NO. 01
EN50B1

CLEVIS PIN -
(WITH SHOULDER)

MAY BE FURNISHED WITHOUT

A SHOULDER, THEN TWO COTTER
PIN WILL BE PROVIDED.

ROD BRACING

CLEVIS ASSEMBLY
CX***
CGX***
WCX***
RBX***
BGX***
WRX***
TRX***
= COLUMN (PLATE)
= COLUMN (GAGE)
= COLUMN (HOTROLL)
= RAFTER (PLATE)
= RAFTER (GAGE)
= RAFTER (HOTROLL)
= TRUSS RAFTER
ICX*** = INTERIOR COLUMN
PCX*** = PIPE COLUMN
TCX*** = TUBE COLUMN
EPX*** = ENDPOST (PLATE)
EGX*** = ENDPOST (GAGE)
CBX*** = CANOPY (PLATE)
CBX*** = PIGGYBACK CANOPY
DCC*** = 8 1 /2" GAGE POST
DOE*** = 10" GAGE POST
RS = THREADS BOTH ENDS
RT = THREADS ONE END — CLEVIS ONE END
RU = CLEVIS BOTH ENDS
RP = THREAD BOTH ENDS — NO HILLSIDES

MARK NUMBER KEY

COMMON GENERATED MARK NUMBERS

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.

VPC FILENAME: Placentia Public Safety Center
0 **
0 0
BRACE

LOCATION
g FRAME BRACE

LOCATION
/ROOF

SECONDARY
MEMBER
**0

FIELD NOTE

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
BRACE WITH A 3/4" X 2 1/2" A325
BOLT WHEN REQUIRED.)
**

CLIP REQ'D W/

THICK FLANGES
0 0

FLANGE BRACE
(GFB—) OR (HFB—)

FLANGE BRACE WILL TYPICALLY

CONNECT TO THE WEB OF THE
FRAME MEMBER.

ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:

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).

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.

REV. DATE:05/08/18 I REV. N0. 02 I
BRO6AE

TYPICAL FLANGE BRACE CONNECTIONS
CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN
BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT:

REFER TO:

REV. DATE:01/30/14 I REV. NO. 00
ENB002

WIDESPAN STRUCTURAL SYSTEM
2013 INSTALLATION GUIDE

BASIC ERECTION GUIDE - STRUCTURAL
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.
— PORTAL
FRAME
(2,3 OR 4) A325 BOLTS

PRIMARY
FRAME
(2) A325 BOLTS
1/2' x
A-325 BOLT
(49080) TYP.

FLANGE BRACE REQUIREMENTS:

PORTAL COLUMN DEPTH
24" & 36"

FLANGE BRACE
HFB3060
HFB4106
HFB6032
NOTES:

Q FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS FOR FLANGE BRACE CONNECTIONS_
2©' DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" FROM BOLTING PLATE © BEAM �.

REV_ DATE_03/17/16 I REV_ NO. 03 I
BR12K1
1/2" x 1 1/2"
A325 BOLTS
(49080) FILL

ALL HOLES

ENDPOST

FLUSH PORTAL FRAME CONNECTION

FLANGE BRACE CONNECTION AND LOCATION
REV_ DATE07/01/09 I REV. N0. 00 I
PF10C2

OUTSET GIRTS
1 '-3" AT 10" & 11 1/2"
/2" E.W. GIRTS
1'—O" AT 7" & 8 1/2" E.W. GIRTS
6" AT ALL INSET GIRTS

RAKE BEAM CONNECTION

TO ENDPOST

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

NOTE: ALL BOLTS TO BE
1/2" X 1 1/2" A325
BOLTS (49080) (U,N.0.)
1/2" X 1 1/2" A325 BOLTS (49080) WITH
HARDENED WASHER (095872) EACH SIDE
(TYP AT PURLIN END OF BRACE)
FLANGE BRACE (GFB— OR HFB—)

ENDPOST
RAKE
BEAM
REV. DATE:06/24/11 I REV. NO. 01 I
BR25A3

GAGE POST
8 1/2" POST SHOWN
10" POST SIMILAR
*8 1/2" POST REQUIRES
(2) ANCHOR RODS
10" POST REQUIRED
(4-) ANCHOR RODS
*3/4" DIA.

ANCHOR RODS
3/4" FLAT WASHERS

ANCHOR RODS, NUTS

AND WASHERS ARE

BY BUILDER
REV. DATE:11/17/17 I REV_ NO. 02 I
PF13D2

ENDPOST TOP BRACING
ENDPOST WITHIN 6" (152mrn) OF PURLIN

GAGE POST
\-GPBC__

GAGE POST BASE CONNECTION

FACTORY ATTACHED BASE CLIP

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:01:57
PURLIN
NOTE: ALL BOLTS TO BE
1/2" X 1 1/2" A.325
BOLTS (49080) (U.N.O.)
1/2" X 1 1/2" A325 BOLTS (49080) WITH
HARDENED WASHER (095872) EACH SIDE
(TYP AT PURLIN END OF BRACE)
FLANGE BRACE (GFB— OR HFB—)

ENDPOST
REV. DATE:11/16/15 I REV_ NO. 03 I
BR25CA

ROOF BEAM
RAKE
BEAM

ENDPOST TOP BETWEEN PURLINS
NO CAP CHANNEL — BRACED TO PURLINS ONLY
HORIZONTAL_

CLEARANCE

EXTERIOR
COLUMN

HORIZONTAL SPLICE
Lu
_1 U
Q z
U „ J
A
J W
Q U
z
ct
w w
>1,U
Ir
ROOF
BEAM
HORIZONTAL_

CLEARANCE

EXTERIOR

COLUMN -

VERTICAL SPLICE
BASE
PLATE
w
J' U
Q z

INTERIOR
COLUMN

INTERIOR COLUMN SPLICE
REV. DATE:08/12/16 I REV. NO. 00
PFROO7
Lu
J U
Q z
U �
U
-FINISHED FLOOR
ELEVATION 100'-0"
(TYPICAL UNLESS

NOTED OTHERWISE)

COLUMN BASE PLATE
NOTE: BASE OF COLUMN MAY

NOT BE AT FINISHED FLOOR

CLEAR HEIGHT DIMENSION WORK POINTS

AS SHOWN ON FRAME CROSS SECTION DRAWINGS

NOT FOR CONSTRUCTION

PRIMARY BRACING SED'S
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

UTLE�
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
11 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
°Part 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. Depth Lap

0.1130 11 1/2"

0.0680 11 1/2"

0.1130 11 1/2"

0.0680 11 1/2"

0.0880 11 1/2" 3'-10 1/2"

0.0880 11 1/2"
Detail
BRO9W2
RS12PH,RS12PA,RS12PJ
BRO9W2
RS12PH,RS12PA,RS12PJ
RS02T1,RSO1U1
RS02T1,RSO1U1
RS02T1,BR18E2,RSO1U1

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.

VPC FILENAME: Placentia Public Safety Center
re-
0 Secondary Bracing Schedule
Id
1 2
3 4
5 6
See
Qty
11 48
4 11
16 4
SED:

Mark No Spacing
PBA0503 5'-0"
CPBB050108(Typ.5'-0"
CPBB040202 4'-0 5/8"
PBA0404 4'-0 5/8"
CPBB001002 8 5/8"
CPBB040414 4'-3 3/8"
RSB016, RSB036, RSB019, RCB361, RSR033
BRO9K5, BRO9JG, BRO9RY, BRO9RZ, BRO9JR
BRO9JH, BRO9K2, BR18E2
L
BL
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.
72'-0"
CO
0 N
M
f1
BBL
-

ROOF SECONDARY PLAN
CO
0 N
-0
14'-8"
tt
78'-1"
BBL
Shape Name = Placentia Public Safety Center, Shape = Admin Building, Shape = Shooting Range, Shape = Utility Bldg.

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
22'-6"

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:00
BL
2=_
W�
a
BL
0 NOT FOR CONSTRUCTION

ROOF SECONDARY PLAN
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
12 a division of BlueScope Buildings North America, Inc.

0 **
0 0

FIELD NOTE

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
BRACE WITH A 3/4" X 2 1/2" A325
BOLT WHEN REQUIRED.)
BRACE

LOCATION
g FRAME BRACE

LOCATION
**0
0 / ROOF

SECONDARY
MEMBER
o—

FLANGE BRACE
(GFB—) OR (HFB—)

FLANGE BRACE WILL TYPICALLY

CONNECT TO THE WEB OF THE
FRAME MEMBER.

CLIP REQ'D W/

THICK FLANGES

ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:

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).

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.

REV. DATE:05/08/18 I REV. N0. 021
BRO6AE

TYPICAL FLANGE BRACE CONNECTIONS
CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN

AT EAVE STRUT BEND PBA TABS
AND USE (2) 11/32" X 1 1/4" T-45 GRAY
SCRUBOLT (097352) AND SCRUBOLT NUT (097267)
(HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT)

EAVE PURLIN
BRACE ASSY.
(PBA-)

SEE FACE OF

EAVE STRUT VIEW

FOR TAB ATTACHMENT

FACE OF

EAVE STRUT
**FIELD DRILL
(1) 5/16" DIA.

HOLE (IF REQUIRED)

FOR SCRU-BOLT

CONNECTION
USE (2) 1/2" GALV. HEX
NUTS (47120) LOCATE (1)

NUT EACH SIDE OF PURLIN
PURLIN
NOTE:

FOR LOW OR HIGH EAVE LOCATIONS.

REV. DATE:02/22/22 1 REV. N0. 051 EAVE STRUT BRACE
BRO9K5

EAVE PURLIN
BRACE ASSY.
(PBA-)(TYP.)

SEE ERECTION

FOR LOCATION

U T LJ LJ TT -TT
ADJUST. CODES
GAGE
DEPTH
07 = 7"
08 = 8 1/2"
10 = 10"
11 = 11 1/2"
REV. DATE:07/01/09 1 REV. NO. 00
EN51 B 1

EIGHTHS
INCHES
FF FT
SHAPE
Z = ZEE
C = CEE
E = LOW EAVE STRUT
H = HIGH EAVE STRUT
EAVE
STRUT

DRAWINGS
LENGTH
(millimeters)
SHAPE
DEPTH
GAGE
11 = 0.113
12 = 0.098
13 = 0.088
14 = 0.079
15 = 0.073
16 = 0.068
17 = 0.060

SECONDARY PART MARK NUMBER

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.

VPC FILENAME: Placentia Public Safety Center
ERECTION NOTE:

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
THE PURLIN WEB AND USE A SELF -DRILLER (55307) TO ATTACH. (2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
(55307)

CHANNEL
BRACE
(CPB-)
PURLIN

USE WHEN CHANNEL BRACE

DOES LINE UP WITH THE
SLOTS IN THE PURLIN WEB.

REV. DATE: 04/01 /11 IREV. NO. 01
BRO9JG
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
(55307)
%/—CHANNEL
BRACE
(CPB-)

USE WHEN CHANNEL BRACE

DOES NOT LINE UP WITH
THE SLOTS IN THE PURLIN WEB.

CHANNEL BRACE ENDING AT PURLIN WEB

SELF -DRILLER WITH BENT TABS

END FRAME

PURLIN BRACE I

CHANNEL

PURLIN BRACE I

CHANNELS

PURLIN BRACE I

CHANNELS

PURLIN BRACE I

CHANNELS
STANDARD NOTES:
- PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.

THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 END BAY
] 0 0
] 0 0
] 7 0
] 7 ]
3„I TYPICAL

CLUSTER
INT. FRAME
] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.

SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
- INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE.

CHANN EL

PURLIN BRACE
(CPB-)(TYP.)
DETAIL IBRO9JG
REV. DA1E 07/01/09 I REV. NO. OD I
BRO9JH
INT. FRAME
r
(1) PURLIN BRACE

CHANNEL
(2) PURLIN BRACE I

CHANNELS I
(4) PURLIN BRACE

CHANNELS
STANDARD NOTES:

PURLIN
1 1/4" X 6 1/4"
DROP PIN (097556)
(TYP. PER EACH END)

SINGLE CHANNEL PURLIN BRACE

ENDING AT PURLIN WEB LOCATION

INTERIOR BAY
O ]
0 O
0 ] 7 0
3,, I TYPICAL

CLUSTER
INT. FRAME
- PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES.

THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION.

SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.
- INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY.

REV. DATE: 07/01 /09 1 REV, NO. 00 PURLIN BRACE CLUSTER LOCATION BR09RY END BAY CHANNEL LOCATION

T--TTTTTTT TT--TTTT--TT
ADJUST. CODES
GAGE
DEPTH
07 = 7"
08 = 8 1/2"
10 = 10"
11 = 11 1/2"
REV. DATE;07/D1/09 I REV. NO. 00
EN51 B2
SHAPE
ZS = ZEE
CS = CEE
ES = LOW EAVE STRUT
HS = HIGH EAVE STRUT
BB = BACK TO BACK CEE
FB = FACE TO BACK CEE
FF = FACE TO FACE CEE

EIGHTHS
INCHES
FEET
LENGTH
(millimeters)
SHAPE
DEPTH

COUNTER
GAGE
11 = 0.113
12 = 0.098
13 = 0.088
14 = 0.079
15 = 0.073
16 = 0.068
17 = 0.060

SPECIAL SECONDARY PART MARK KEY

COMMON GENERATED MARK NUMBERS
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.

PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY.

REV, DATE:07/01/09'REV. N0,001 PURLIN BRACE CLUSTER LOCATION BRO9RZ INTERIOR BAY CHANNEL LOCATION
ERECT O\ DRAW \G PA
c
1 W 1 B 3
RT VA
3AY \U
CA\OPY (c)/PATTo
ROOF()/WALL(W) \
3UIL91\
T-- 3AY/3U\SLE COBE
THE 3UILDI\G CA\OPY/P
GOOF/WALL PLA\E A\D
3E
(D)/
U V 3ER

G SHAPE
ISE\TIFIES

ARTITIOV
3AY
REV. DATE.01 /31 /13 I REV. NO. 01 1
EN51 B3

SECONDARY BUNDLE LOCATION

ALL SECONDARY DEPTHS

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

KEY
D
REV:

ERECTION NOTE:

CHANNEL BRACES THAT END AT A PURLIN

WEB, BUT DO NOT HAVE TABS TO BEND AND
SECURE. INSERT CLIP (544015) THROUGH

WEB SLOTS AND USE A DROP PIN TO ATTACH
TO CHANNEL BRACE.

I1
(1) 1/4" X 6 1/4"
DROP PIN (097556)
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
(55307)

WEB ENDING CLIP
(0544015)
PURLIN

USE WHEN CHANNEL BRACE

DOES LINE UP WITH THE
SLOTS IN THE PURLIN WEB.

REV. DATE: 04/01 /11 I REV. NO. 01 I
BRO9JR

USE WHEN CHANNEL BRACE

DOES NOT LINE UP WITH
THE SLOTS IN THE PURLIN WEB.

CHANNEL BRACE ENDING AT PURLIN WEB

WEB ENDING CLIP WITH DROP PIN

DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE
•EAVE PURLIN

BRACE (PBA-)

BOTTOM DF

ROOF SHEET
** FIELD DRILL
(1) 5/16" DIA.

HOLE (IF REQUIRED)

FOR SCRU-BOLT

CONNECTION

HIGH EAVE STRUT
—USE (2) 1/2"
GALV. HEX NUTS
47120) LOCATE
1) NUT ON EACH

SIDE OF PURLIN
REV. DATE:11 /26/12 'REV. NO. 01 1
BRO9W2
3 1/2"
REV. DATE: 07/01/09 1 REV. N0. 001
EN53H1
DATE:

DRAWING SCALE:

USE (1) 11/32" X 1 1/4"
T-45 GRAY SCRUBOLT (097352)
SCRUBOLT NUT (097267)

HEAD OF SCRUBOLT TO

BE ON OUTSIDE OF

EAVE STRUT
•NOTE: SEE ROOF FRAMING PLAN FOR
PBA- LOCATION AND QUANTITY.

LOCATE PBA- IN UPPER POSITION
WHEN ONLY (1)PBA IS REQUIRED.

HIGH EAVE PURLIN BRACE

ALL WALL PANEL TYPE
3 1/2"
3 5/8"
48° J
LI P

PURLIN / GIRT
11 1/2" 292rnm

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:00
3 5/8"
USE (1) 11/32" X 1 1/4"
T-45 GRAY SCRUBOLT (097352)
SCRUBOLT NUT (097267)

HEAD OF SCRUBOLT TO

BE ON OUTSIDE OF

EAVE STRUT
USE (2) 1/2"
GALV. HEX NUTS
(47120) LOCATE
(1) NUT ON EACH

SIDE OF PURLIN

USE TOP HOLE OF

ANTI -ROLL CLIP
IF PRESENT.

EAVE STRUT

BRACE STRAP
(ESBS_)
REV. DATE 07/20/16 I REV. NO. 05
BRO9K2
PURLIN

EAVE PURLIN BRACE
(PBA-) AT 8 1/2", 10",
11 1/2" PURLINS.
(NOT REQ. AT 7" PURLIN
TO 7" EAVE STRUT)

AVE STRUT

EAVE BRACE STRAP AND EAVE PURLIN BRACE

LOCATED AT EAVE - CENTERLINE OF 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
5 .00N0

COMPOSITE
STRUT
MEMBER \ 5 g"
* (2) 1/4-14 x 1 1/4"
STRUCT FSNR (55307)
* NOTE:

IF NO ADJOINING CPB_ EXISTS, BEND THE CHANNEL

TABS TOWARD THE PURLIN WEB AND USE A SELF -
DRILLER (55307) TO ATTACH. IF CPB- EXISTS BOTH
SIDES OF COMPOSITE PURLIN THEN USE DROP PINS.
cG
Z
s? PG1G
AR's
(1) 1/4" X 6 1/4"
DRDP PIN (097556)
ING GPg/ 4�D�5�
OR,�N CAP `05
REV. DATE; 07/01 /09 1 REV, NO, 001
BR1 8E2

ROOF/WALL

SECONDARY

CHANNEL PURLIN BRACE
(CPB-) LOCATE PER

ERECTION DRAWINGS
COMPOSITE STRUT ASSEMBLY ATTACH.

ROOF SECONDARY

NOT FOR CONSTRUCTION
ROOF SECONDARY SED'S (a)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
13 a division of BlueScope Buildings North America, Inc.

EPC3 (WELDED)

WELDED CLIP CONNECTION
ALT. CONNECTION (10")
ALT. CONN. (11 1/2")
A
O�S
PC1 CLIP (BOLTED)

THREE LAP BOLTS
REQD. AT ALL LAP ENDS
REV. DATE_06/17/14 I REV. NO. 02
RSO1U1

ENDWALL
GABLE TRIM -\
L_
15EE NOTE
WALL-'

ADAPTER
RAKE

CHANNEL
(IBRC_)
10" & 11 1/2" PURLINS

PURLINS AT INTERIOR FRAME

CONTINUOUS PURLINS

BOLTED CLIP CONNECTION
(REFER TO CROSS SECTION)
ALT. CONNECTION (10")
STD. CONN. (11 1/2")

TRIM CLIP
(560093)

TAB END

IS START
END
11 5" SHIP LOOSE ZEE
(FIELD LOCATE)
MR -24 CLIP
MR -24 ROOF PANEL
/INSULATION BRIDGE
THIN HEAD BOLT (096636)
WITH NUT (095032) AT

EACH STRUCTURAL

BUILDING Z-PURLIN
WALL 6" (TRUSS AND
PANEL = BAR JOIST SIMILAR)

L ALWAYS PROVIDE ZEE WHEN CLEAR OF

OTHER STRUCTURALS
NOTES:

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION.

3. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

4. VIEWED FROM LEFT FRONT ENDWALL RIDGE TO EAVE.

REV. DATE;01/19/18 IREV. NO.00 RAKE CHANNEL AT ENDWALL
RSB015 START END OF INSULATION BRIDGE ATTACHMENT

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.

VPC FILENAME: Placentia Public Safety Center

WELDED CLIP CONNECTION
ALT. CONNECTION
ENDBAY
ROOF
PURLIN

BOLTED CLIP CONNECTION
ALT. CONNECTION

CLIPS MAY BE REQUIRED FOR
PURLIN TO FRAME CONNECTIONS.

REFER TO INDIVIDUAL FRAME

CROSS SECTIONS FOR BOLTED

CLIP PART NUMBERS AND THEIR
LOCATIONS.

RAKE BEAM
REV. DATE:06/17/15 IREV. NO. D21
RSO2T1

REQUIRES

UNIVERSAL

JOINT TO

INSTALL
J r
\SCRUBOLT
(096932)
SCRUBOLT (096932) (2'-6" O.C.)
NOTE:
'\ ,.\`"\'
oT •<-
PURLIN
`

PURLIN CONNECTION TO END FRAME

CONTINUOUS PURLINS
NOTES:

SIDEWALL

EAVE CHANNEL
(5EC_)
MR -24
I ROOF

I ,- PANEL

SCRUBOLT MAY OPTIONALLY BE

INSTALLED FROM BELOW

BUILDING EAVE STRUT
WALL PANEL±

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

REV. DATE:05/08/18 I REV. NO. 01 I
RSB01 9

SCRUBOLT
(096932)
3/8" X 1 1 /4"

EAVE CHANNEL TO EAVE STRUT

HIGH EAVE ATTACHMENT FOR INSULATION BRIDGE
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.
(4) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)

EAVE STRUT

EAVE STRUT
II

EAVE STRUT BRACE STRAP
(ESBS_)

SHIM PLATE
(SEE CHART)
(2) 1/2" X 2"
A325 BOLT (097280)

SHIM PLATE

ROOF PITCH PART

RANGE NUMBER
.25 TO 1.99 N/A

2.0 TO 2.49 ESH1

2.5 TO .3.49 ESH2

3.5 TO 4.00 ESH3
REV. DATE.07/20/18 I REV. NO. 03 1
RS12PA

FRAME OR

SOLDIER
COLUMN

EAVE STRUT CONNECTION

AT INTERIOR FRAME

ATTACH BOTTOM OF RAKE CHANNEL TO TOP

OF Z-PURLIN OR TRUSS AT INTERMEDIATE
LOCATIONS, AND HIGH EAVE STRUT.

AT LOW EAVE, ATTACH TO TOP OF EAVE
CHANNEL. USE 1/2" THIN HEAD
BOLT (096636) WITH 1/2"
NUT (095032). SEE DETAIL
IRSBO 61 FOR MORE
INFORMATION.

EAVE CHANNEL

INSULATION
BRIDGE
SPLICE

BUILDING

EAVE STRUT

CHANNEL AT ENDWALL
(IBRC_

LOW EAVE SIDE

SUPPORT CLIP
(543478)
USE (4) SDS (55307)

IN WEB OR IF WALL

PANEL INTERFERS
CAN ATTACH WITH (2)
THIN HEAD (096636)
AND 1/2" NUT (095032

IN FLANGE CHANNEL AT SPLICE
(IBRC_)
P)
REV. DATE: 04/28/22 1 REV. NO. 04
RSB036
MR -24

TRIM CLIP -
MR -24 TRIM
CLIP
RAKE-'

CHANNEL
(IBRC_)
RIDGE
NOTCH
BOTTOM
FLANGE
OF H.S.

EAVE

CHANNEL

INSULATION
BRIDGE

BUILDING Z-PURLIN
(TRUSS AND

BAR JOIST SIMILAR)

CHANNEL AT RIDGE

RAKE CHANNEL INSTALLATION

FOR USE WITH INSULATION BRIDGE

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

EAVE
STRUT
7,

SHIM PLATE

ROOF PITCH PART

RANGE NUMBER
.25 TO 1.99 N/A

2.D TO 2.49 ESH1

2.5 TO 3.49 ESH2

3.5 TO 4.00 ESH3

SHIM PLATE
(SEE CHART)
O� `�• OSA
SFT 92

ROOF BEAM
(2) 1/2" X 2"
A325 BOLT (097280)
*1'-0" AT 7" & 8 1/2" OUTSET
1'-3" AT 10" & 11 1/2" OUTSET

LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR
REV. DATE 03/28/15 IREV. N0.01 I EAVE STRUT CONNECTION
RS12PH
ROOF
PANEL
REV. DATE.01/15/18

SI DEWALL
IREV.

RSR033

EAVE CHANNEL

AT END FRAME
REQUIRES \
UNIVERSAL 1

JOINT TO

INSTALL

SCRUBOLT
(096932) /
SCRUBOLT (096932) (2'-6" 0.0.)
NOTE:

SCRUBOLT MAY OPTIONALLY BE

INSTALLED FROM BELOW
WALL
No. 00I

BUILDING EAVE STRUT
PANEL
NOTES:

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

EAVE CHANNEL TO EAVE STRUT

LOW EAVE ATTACHMENT FOR INSULATION BRIDGE

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:01

PURLIN OR

EAVE STRUT

PANEL CLIP ADAPTER

INSERT PANEL CLIP
ADAPTER (0543130)

THRU HOLES AND

BEND TABS AWAY
FROM SPLICE.

USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS

OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL
EAVE ATTACHMENT MUST BE MADE.

REV. DATE 12/05/D9 'REV. NO. 001
RS12PJ

PANEL CLIP AT EAVE STRUT

LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIRED

NOT FOR CONSTRUCTION
ROOF SECONDARY SED'S (b)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
14 a division of BlueScope Buildings North America, Inc.

Secondary
Mark
G14
G15
G16
G17
G18
G2
G3
G38
H2
H4
H5
H6
J10
J11
J12
J13
J14
J3
J4
J8
J9
Part Schedule
Part Thick. Depth Lap
08Z0308417DG00 0.0600 8 1/2"
08Z1000417DD00 0.0600 8 1/2"
08Z1902417DD00 0.0600 8 1/2"
08Z2108416DD00 0.0680 8 1/2"
08Z0309417GU00 0.0600 8 1/2"
00108ZS210741700 0.0600 8 1/2"
00208ZS030541700 0.0600 8 1/2"
00308ZS130911400 0.0790 8 1/2"
00308JS2008617 0.0600 8 1/2"
00708JS0800017 0.0600 8 1/2"
00108JS0600617 0.0600 8 1/2"
00408JS0304417 0.0600 8 1/2"
00208JS1508217 0.0600 8 1/2"
00608JS1508216 0.0680 8 1/2"
01008JS1508117 0.0600 8 1/2"
01108JS0005617 0.0600 8 1/2"
00908JS1609417 0.0600 8 1/2"
00508JS0708217 0.0600 8 1/2"
00808JS1508217 0.0600 8 1/2"
01208JS0011017 0.0600 8 1/2"
01308JS0101017 0.0600 8 1/2"
Detail
WS12A2,WS20F2,BRR052
WS12A2,WS01G2,BRR052
BRR052,WS01G2
BRR052,WS01G2
WS12A2,BRR052,WS20F2
WS20F2
WS12A2,WS20F2
WS12A2,WSO4C2,BRR052,WS01G2
WS20F9,BRR052,WS01G2
WS20F9
BRR052,WS01G2,WS20F9
WS20F9
WS20F2,WS2OFB,WS20F9,WS20B2,WS20B8
WS20F2,WS2OFB,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
CTJ
C15
CO
O
Fri
Cry
O
10'-1"
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" 1 PG1
Dimension Key
9 GFA200
8 G3
7 J9
6 J8
5 J13
4 H6
3 G14
2 JTG1
°Part Mark Key
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.

VPC FILENAME: Placentia Public Safety Center
113
115
i' -1"
"11C
112
(12
717
G2
1W1B1 1W1B2
19'-3"
CL
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.
1r
CL
20'-3"
14'-4"
21 -9"
78'-1"

SECONDARY ELEVATION AT E
Shape Name = Placentia Public Safety Center, Wall = 1

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.
i
D
REV:

C5'
DATE:

DRAWING SCALE:
1-
via
-
J�
11 /21 /2022
0+
CL
H4
C38
1W1B3
3'-0"

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:04
O
O �
H9
O O O
27'-0"
8'-0"
J1'
G18
5'-1"

NOT FOR CONSTRUCTION

SECONDARY ELEVATION AT E
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
15 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 Lap

0.1130 7"

0.0680 8 1/2"

0.0730 8 1/2"

0.0880 8 1/2"

0.0600 8 1/2"

0.0790 8 1/2"

0.0600 8 1/2"

0.0600 8 1/2"
Detail
BRO2K1
4 GFA106
3 GFA200
2 PG1
1 JTG1
°Part Mark Key
END
0 u,
cJ
N
Detail
WS12A2
WS12A2,WS01K2,BRR052
WS12A2,BRR052,WS01K2
WS12A2,BRR052,WS01K2
WS12A2,WS01K2,BRR052,WS01BY,WS2OF2
WS12A2,WS20F2,BRR052
WS12A2,WSR056
WS12A2,WS01K2,BRR052
WS12A2,BRR052,WS20F2
WS20F2,WS01K2,BRR052,WS01BY
WS20F9
WS20F9,WS20F2,WS20B2,WS20B8
0 Secondary
Id Qty
1 6 CPBB050108
Bracing Schedule
Mark No
2 4 0544015
Spacing
5'-0"
0'-0"
BL
O
C�>
CL

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.

VPC FILENAME: Placentia Public Safety Center

0.1RU2501
07RU2501
240
18'-10"
222
742
1W2B1
29'-0"
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.
0 0
0 IM f 117 L%
137
i 6'-0"
5'-2"
U
(4)
CL
67'-0"
SECONDARY ELEVATION AT 3
Shape Name = Placentia Public Safety Center, Wall = 2

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.
144
1W2B2
15'-1"
D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
0 125
07C3205911CC20
G29 (Nest)
117
191
1W2B2
6'-0"
36'-0"

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:05
0 0
15'-11"

NOT FOR CONSTRUCTION
SECONDARY ELEVATION AT 3
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

U
0 0
CL
BL

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
16 a division of BlueScope Buildings North America, Inc.

Secondary
Mark
G10
G11
G45
G46
G47
G7
G8
Part Schedule
Part
00908ZS170541702
01008ZS090941702
00508ZS120141702
00808ZS130161702
01308ZS220541602
00608ZS130041702
00708ZS220541402
1 2'-10 1/4"
Dimension Key
Thick. Depth Lap

0.0600 8 1/2"

0.0680 8 1/2"

0.0600 8 1/2"

0.0790 8 1/2"
2 GFAP1114
1 GFAP1084
Part Mark Key
Ln
6 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.

VPC FILENAME: Placentia Public Safety Center
Detail
BRR052,WS01T2
WS12A2,BRR052,WS01T2
WS12A2,WS01T2,BRR052
WS12A2,WS01T2,BRR052
BRR052,WS01T2
BRR052,WS01T2
BRR052,WS01T2
74F
79`
1W3B0
13'-5"
CL
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.

G47
C.7(Typ.) 7Q
1W3B1 1W3B2
13'-7"
CL
23'-0"
78'-1"

SECONDARY ELEVATION AT C
Shape Name = Placentia Public Safety Center, Wall = 3

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11/21/2022
;10(Typ.)
1W3B3
18'-0"
CL

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:06
C11(Typ.)
1W3B4
10'-1"
CL

NOT FOR CONSTRUCTION

SECONDARY ELEVATION AT C
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION:

PROJECT:

Placentia, California
Placentia Public Safety Center
BUILDER'S PO#:

BL
<L3UTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
17 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
11Z3611411ADDO 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 Detail
07RU2304 2 23'-4" BRO2K1
7 6
5 4
3 2
1 3'-6"
2'-0"
1'-2"
4'-1"
7 1/4"
2'-3"
1'-0"
8 GFA206
7 G54
6 H9
5 G51
4 PGV1067
3 JTG2
2 H8
1 PG1
Dimension Key °Part Mark Key
BL
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,WS2OFB,WS20F9,WS20B2,WS20H2
WS20F2,WS2OFB,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"
)r
CL
G49

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.

VPC FILENAME: Placentia Public Safety Center
N
rl
N
O O
N
r ri
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.
'450
748
'332
1W4B1
31'-9"
36'-0"
67'-0"
Framed Opening Locations
Id Width Height Sill Ht. Frame
FO1 1'-2" 1'-2" 15'-10" 1
F02 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
CL
SECONDARY ELEVATION AT 13
Shape Name = Placentia Public Safety Center, Wall = 4

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
07R.02301
07RU2304
1W4B2
24'-6"

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:07
152
131
1W4B2
29'-0"
11'

NOT FOR CONSTRUCTION
SECONDARY ELEVATION AT 13
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center

BUILDER'S POM
(31
CL
BL

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
18 a division of BlueScope Buildings North America, Inc.

ROD DIA.
3/8"
1/2"
5/8"
3/4"
7/8"
1"
1 1/8"
1 1/4"
1 3/8"
1 1/2"

BRACE ROD
CLEVIS
MARK ND.
097572
097573
095277
095278
095279
095280
095281
095282
097593
097594
REV. DATE: 06/23/11 1 REV. NO. 03
BRO2K1
CLEVIS
PIN DIA.
1 1/4"

COTTER PIN
1 1/2"

CLEVIS PIN -
(WITH SHOULDER)

MAY BE FURNISHED WITHOUT

A SHOULDER, THEN TWO COTTER
PIN WILL BE PROVIDED.

ROD BRACING

CLEVIS ASSEMBLY
ERECTION NOTE:

CHANNEL BRACES THAT END AT A GIRT WEB, BUT DO NOT HAVE TABS

USE WEB A WEB ENDING CLIP, A DROP PIN, AND A RETAINING WASHER TO SECURE CHANNEL BRACE.

RETAINING
WASHER
(97629)
-- (2) 1/4-14 x 1 1/4"
STRUCT. SCREWS
PER BRACE (55307)
GIRT
WEB
DROP4"
PIN
1) /4" X(0976 556)
a�

POSITION

BOTH TABS

OUTSIDE OR

BOTH TABS

INSIDE OF

FLANGES

RETAINING
WASHER
(97629)

WEB ENDING
1 CLIP (544015)
I� CHANNEL
BRACE
(CPB-)

USE WHEN CHANNEL BRACE

DOES NOT LINE UP WITH
THE SLOTS IN THE WEB.

REV. DATE:01/28/16 IREV_ Na 01
BRR004
GIRT
WEB
D

POSITION

BOTH TABS

OUTSIDE OR

BOTH TABS

INSIDE OF

FLANGES

USE WHEN CHANNEL BRACE

DOES LINE UP WITH THE SLOTS
IN THE WEB.

CHANNEL BRACE ENDING AT GIRT WEB

WEB ENDING CLIP ATTACHMENT

T--TTTTTTT TT -MT -TT
ADJUST. CODES
GAGE
DEPTH
07 = 7"
08 = 8 1/2"
10 = 10"
11 = 11 1/2"
REV. DATE: 07/01/09 1 REV. NO. 00
EN51B2
ZS
CS
ES
HS
BB
FB
FF
SHAPE
= ZEE
= CEE
= LOW EAVE STRUT
= HIGH EAVE STRUT
= BACK TO BACK CEE
= FACE TO BACK CEE
= FACE TO FACE CEE

EIGHTHS
INCHES
FEE
LENGTH
(millimeters)
SHAPE
DEPTH

COUNTER
GAGE
11 = 0.113
12 = 0.098
13 = 0.088
14 = 0.079
15 = 0.073
16 = 0.068
17 = 0.060

SPECIAL SECONDARY PART MARK KEY

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.

VPC FILENAME: Placentia Public Safety Center
0 **
0 0
BRACE

LOCATION
g FRAME BRACE

LOCATION
/ROOF

SECONDARY
MEMBER
**0

FIELD NOTE

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
BRACE WITH A 3/4" X 2 1/2" A325
BOLT WHEN REQUIRED.)
**

CLIP REQ'D W/

THICK FLANGES
0 0

FLANGE BRACE
(GFB—) OR (HFB—)

FLANGE BRACE WILL TYPICALLY

CONNECT TO THE WEB OF THE
FRAME MEMBER.

ALTERNATE CONNECTIONS
FLANGE BRACE REQUIREMENTS:

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).

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.

REV. DATE:05/08/18 1 REV. N0. 02 I
REV.

BRO6AE
ERECTION NOTE:

TYPICAL FLANGE BRACE CONNECTIONS
CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN

WHEN A DROP PIN CONNECTION CANNOT BE USED, BEND THE

CHANNEL BRACE TABS TOWARD THE GIRT WEB AND USE A
SELF -DRILLER (55307) TO ATTACH EACH TAB.

CHANNEL
BRACE
(CPB-) -
GIRT
WEB
(2) 1/4-14 x 1 1/4"
STRUCT. SCREWS (55307)

USE WHEN CHANNEL BRACE

DOES NOT LINE UP WITH
THE SLOTS IN THE WEB.

DATE• 09/04/1 3 I REV. NO. 00
BRR005

USE WHEN CHANNEL BRACE

DOES LINE UP WITH THE SLOTS
IN THE WEB.

CHANNEL BRACE ENDING AT GIRT WEB
SELF—DRILLER WITH BENT TABS
ERECTIO\ DRAW \G PART
C
1 WP3
VA
3AY \U
CA\OPY (c)/PATlTlo
ROOF(R)/WALL(W) \U
\A
V
3E
(D)/
3ER
3UILDI\G SHAPE
T-- 3AY/3U\SLE COBE ISE\TIFIES
THE 3UILD1\G CA\OPY/PARTI TIOV
GOOF/WALL PLA\E A\D SAY
REV. DATE:01 /31 /13 1 REV. NO. 01
EN51 B3

SECONDARY BUNDLE LOCATION KEY

ALL SECONDARY DEPTHS
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.
— PORTAL
FRAME
(2,3 OR 4) A325 BOLTS

PRIMARY
FRAME
(2) A325 BOLTS
1/2' x
A-325 BOLT
(49080) TYP.

FLANGE BRACE REQUIREMENTS:

PORTAL COLUMN DEPTH
24" & 36"

FLANGE BRACE
HFB3060
HFB4106
HFB6032
NOTES:
© FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS FOR FLANGE BRACE CONNECTIONS_
2 DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" FROM BOLTING PLATE © BEAM �.

REV_ DATE:03/17/16 I REV_ NO. 03 1
BR12K1
ERECTION NOTE:

FLUSH PORTAL FRAME CONNECTION

FLANGE BRACE CONNECTION AND LOCATION
DROP PIN IS LOCATED BELOW GIRT. INSTALL PIN FROM
NON -FLANGE SIDE OF GIRT AND INSTALL RETAINING WASHER.
(1) 1/4" x 6 1/4" DROP PIN
(097556) (TYP. PER EACH END)-
UNDER
ND)-

POSITION BOTH TABS

OUTSIDE OR BOTH TABS

INSIDE OF FLANGES
UNDER

SIDE OF

GIRT WEB -

RETAINER
WASHER
(97629) -
REV. DATE•01/28/16 I REV. NO. 01 1
BRR006
480
LI P
2 1/2"
GIRT
WEB

FLANGE -N)
RETAINING WASHER (97629)

CHANNEL

PURLIN BRACE
(CPB-) (TYP.)
0 „A?

CHANNEL BRACE SPLICE AT GIRT

INTERMEDIATE LOCATION
2 1 /2" 2 5/8"
r
2 5/8"
REV. DATE 07/01/09REV_ N0. 001 PURLIN AND GIRT SIZES
EN53F1
8 1/2" 216mm

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

END FRAME WITH OR WITHOUT

FRAMED OPENING OR

INTERIOR FRAME NEAREST THE

CENTER OF THE FRAMED OPENING

WHEN AN INTERIOR BAY
(1) GIRT CHANNEL
BRACE
(2) GIRT CHANNEL
BRACES
(3) GIRT CHANNEL
BRACES
(4) GIRT CHANNEL
BRACES
STANDARD NOTES:
— GIRTS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING CHANNEL BRACES.

THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0— DO NOT INSTALL BRACES AT THIS CLUSTER LOCATION.

H INSTALL BRACES AT THIS CLUSTER LOCATION.

SEE SECONDARY WALL DRAWINGS FOR BRACE REQUIREMENTS.
— INSTALL BRACES WORKING FROM THE LOWEST GIRT TOWARD THE EAVE. — CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM TOP TO BOTTOM IN A GIVEN BAY.

END BAY OR INTERIOR BAY
0 1
1 1
1 1
1 1
3" TYPICAL
---- CLUSTER
- -
0 0
1 1
0 0
0 1
INT. FRAME
REV. DATE' 09/04/13 I REV_ NO. 00 1
BRR002

CHANNEL BRACE CLUSTER LOCATION

INTERIOR BAY WITH FRAMED OPENING OR END BAY

GIRT SUPPORT CHANNELS
(IF PRESENT)

WALL BRACE ROD

FIELD SLOT THE SIDEWALL GIRT

AT INSET GIRT CONDITION
VARIES
REV. DATE:09/10/20 1 REV. NO. 00
BRR052
3 1/2"
REV. DATE 07/01/09 1 REV. N0. 001
EN53H1
DATE:

DRAWING SCALE:
l , 1 TYPICAL

CLUSTER
1 O
0 1
INT. FRAME
- GIRTS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING CHANNEL BRACES.

THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW:
0- DO NOT INSTALL BRACES AT THIS CLUSTER LOCATION.

INSTALL BRACES AT THIS CLUSTER LOCATION.

SEE SECONDARY WALL DRAWINGS FOR BRACE REQUIREMENTS.
- INSTALL BRACES WORKING FROM THE LOWEST GIRT TOWARD THE EAVE. - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM TOP TO BOTTOM IN A GIVEN BAY.

REV. DATE'09/04/1 3 I REV_ NO. 00 I
BRR003
DEPTH
07 = 7"
08 = 8 1/2"
10 = 10"
11 = 11 1/2"
REV. DATE:07/01/09 1 REV, NO, 00 1
EN51 B 1

CHANNEL BRACE CLUSTER LOCATION

INTERIOR BAY GIRTS
ADJUST. CODES
GAGE

EIGHTHS
INCHES
FFFT
LENGTH
(millimeters)
SHAPE
DEPTH

SHAPE GAGE
Z = ZEE
C = CEE
E = LOW EAVE STRUT
H = HIGH EAVE STRUT
11 12
13 14
15 16
17 = 0.113
= 0.098
= 0.088
= 0.079
= 0.073
= 0.068
= 0.060

SECONDARY PART MARK NUMBER

COMMON GENERATED MARK NUMBERS

NOT FOR CONSTRUCTION
WALL SECONDARY SED'S (a)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
19 a division of BlueScope Buildings North America, Inc.

NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE

MEMBER, BE SURE TD CLAMP THE CEE AND ZEE AT THE
COMMON INSIDE CORNER TO ASSURE A TIGHT FIT.
1/4-14 x 1 1/4"
STRUCT FSNR 55307)

AT THIRD POINTS

GIRT CLIP
(GCB052033) (WELDED)
(GCM0520379) (BOLTED)
REV. DATE 07/01/09 I REV. N0. 00
WSD 1 BY

CORNER COLUMN

ENDWALL GIRT

ZEE GIRT SHOWN

CEE GIRT SIMILAR
CORNER

GIRT CLIP
(MCC-)

GIRT DEPTH
9 1/4" AT 7" SW GIRT
9 1/4" AT 8 1/2" SW GIRT
1'-0 1/4" AT 11 1/2" SW GIRT
1'-0 1/4" AT 10" SW GIRT

CL FRAME

FSNR AT THIRD
POINTS (55307)
4"
1 1/2"

CEE GIRT DEPTH
IS 1 1/2" LESS
THAN ZEE GIRT.

SECTION A - A
GIRT CONN. AT COLUMN

INSET ZEE GIRTS W/ NESTED CEE

GIRT CLIP
(BOLTED) (WELDED)
(PG1) (GC1) AT 7" GIRT
(PG1) (001) AT 8 1/2" GIRT
(GCD_) (GGA_) AT 10" GIRT
(GCD_) (GCA_) AT 11 1/2" GIRT

SIDEWALL GIRT

ZEE GIRT SHOWN

CEE GIRT SIMILAR

GIRT FILLER ANGLE
(GFA-) IN/ (2) 55307
REV. DATE04/05/17 1 REV. NO. 03
WS12A2

HEADER TO JAMB
CLIP (PG1)

DOOR HEADER
EQUAL
I
3"
DIM A:
1'-0" AT 7" & 8 1/2" GIRTS
1'-3" AT 10" & 11 1/2" GIRTS

OR GREATER FOR SPECIAL FRAME
SETBACKS.

NOTE: FIELD NOTCH ENDWALL

GIRT FLANGE WHEN CORNER COLUMN
FLANGE INTERFERES WITH ENDWALL GIRTS.

GIRT CONN. AT CORNER COLUMN

ANY OUTSET GIRT AT EW, ANY GIRT AT SW
EQUAL
L
O O

OPENING
HEIGHT

SECTION A -A
REV. DATE:07/01 /09 1 REV. NO. 00
WS20F9

SINGLE JAMB
(4) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)

HEADER TO JAMB

ANY HEADER, ANY SINGLE JAMB

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.

VPC FILENAME: Placentia Public Safety Center
J

ZEE GIRT SHOWN

CEE GIRT SIMILAR
REV_ DATE 07/01/09 1 REV. NO. 00
WSD 1 G2
7" & 8 1/2" GIRT CLIP (PG1)
10" & 11 1/2" GIRT CLIP (GCD-)

MAY BE SHOP
WELDED (GC1 OR GCA-)
GIRT CONN. AT COLUMN

OUTSET SIMPLE GIRTS
OPTION
FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4"
SDS (55307) LOCATED APPROX AS SHOWN.

NO CLOSER THAN 3/8" FROM EDGE
OF CLIP OR HOLES. SCREW SPACING NOT
LESS THAN 3/4" APART.

FIELD LOCATE AND DRILL (2) 9/16"

DIAMETER HOLES IN ZEE GIRT
TO ATTACH JAMB (2) 1/2' X 1 1/2"
A325 BOLT (49080)

ZEE GIRT
(JAMB SUPPORT
GIRT)
(2) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
r

SECTION A -A
REV. DATE:11/30/15 1 REV. NO. 03
WS20B2

SILL TO JAMB
CLIP (PG1)
JAMB,
SINGLE

OR DOUBLE

DOUBLE JAMB

CONNECTION
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.

PG1 CLIP = 3 3/4" AT 7", 8 1/2", 10" GIRTS
PCV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS

JAMB TO GIRT

SINGLE OR DOUBLE JAMB, ANY ZEE GIRT
EQUAL 3" EQUAL
I I
I I

O OI I OPENING
I I

I I HEIGHT
I I
� I

SECTION A -A
REV. DATE:07/01/11 'REV. NO. 00
WS2OFB

SINGLE JAMB
(4) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)

SILL TO JAMB

ANY SILL, ANY SINGLE JAMB
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.

ZEE GIRT SHOWN

CEE GIRT SIMILAR
J
REV. DATE:11/02/11 I REV. NO. 01 1
WS01 K 2

GIRT CLIP (GCE-)

MAY BE SHOP
WELDED (GCB_ OR GCL)

GIRT FILLER ANGLE
(GFA-) W/ (4) 55307
7 , 8 1/2", 10" GIRTS
GIRT CONN. AT COLUMN

SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANGES

ZEE GIRT SHOWN

CEE GIRT SIMILAR
REV. DATE:11/02/11 I REV. NO. 01 1
WS01 T2

GIRT CLIP (GCE-)

MAY BE SHOP
WELDED (GCB_ OR GCL)

PUNCHED GIRT FILLER ANGLE
(GFAP_) ATTACH TOP FLANGE
IN/ (4) 55307

GABLE GIRT CLIP
(GC18-) AT 7", 8 1/2" & 10" GIRT
(GC20-) AT 11 1/2" GIRT

RAKE BEAM
7 OUTSET GIRT

ZEE GIRT SHOWN

CEE GIRT SIMILAR
7, 8 1/2", 10" GIRTS
GIRT CONN. AT COLUMN REV. DATE 07/23/13 1REV. NO. 01 1
SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANGES WSO4C2 FIELD LOCATE AND DRILL (2) 9/16"

DIAMETER HOLES IN RAKE BEAM
TO ATTACH (DJC1-)

DOOR JAMB
CLIP (DJC1-)
OF
HOLES
(V

BOTTOM OF

RAKE BEAM -
REV_ DATE07/01/09 1 REV. N0. 00 1
WS20B5

SECOND CEE ON A DOUBLE
JAMB IS HELD BACK 6" FROM
EACH END OF MAIN JAMB.

OPTION
FOR FOSS UP TO 9' X 9' USE (3) 1/4"-14 X 1
SDS (55307) LOCATED APPROX AS SHOWN_
NO CLOSER THAN 3/8" FROM EDGE
OF CLIP OR HOLES. SCREW SPACING NOT
LESS THAN 3/4" APART.

JAMB SINGLE

OR DOUBLE
F�
Op

JAMB TO RAKE BEAM

ANY JAMB, OUTSET ENDWALL
1/4"
(2) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
FIELD LOCATE AND DRILL (2) 9/16"

DIAMETER HOLES IN ZEE GIRT
TO ATTACH JAMB (2) 1/2" X 1 1/2"
A325 BOLT (49080) A
EQUAL
1__I
EQUAL
A -A

SECTION
REV. DATE:12/D1/15 'REV. Na 04 1
WS2OH 2
PG1 CLIP
PGV1067
RAKE
BEAM

SINGLE JAMB

JAMB BASE
CLIP
A
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.
= 3 3/4" AT 7", 8 1/2", 10" GIRTS
CLIP = 4 3/4" AT 11 1/2" GIRTS

JAMB BASE TO GIRT

ALL JAMB AND GIRT DEPTHS

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

JAMB, SINGLE

OR DOUBLE

JAMB BASE
CLIP (PG1)
1/2" ANCHOR

RODS WTH

HARDENED WASHER

CONCRETE FSNR
AT 24" 0.0.
(BY BUILDER)

SECOND CEE ON A DOUBLE
JAMB IS HELD BACK 6" FROM
EACH END OF MAIN JAMB.

A
REV. DATE 07/01/09 1 REV. N0. 00 1
WS20B8

ENDWALL
GIRT

CORNER COLUMN
FR EEN1
OF/

BASE MEMBER

DOUBLE JAMB

CONNECTION
(2) 1/2" A307 THIN
HEAD BOLT (096636)
& NUT (095032)
JAMB CAN BE 1 1/2" DEEPER

THAN THE JAMB SUPPORT GIRT
ALIGN JAMB AND GIRT AT BL.
re
0 w

SECTION A -A

JAMB BASE ATTACHMENT

SINGLE OR DOUBLE JAMB

GIRT CLIP
(BOLTED)(WELDED)
(GC5) (002) AT 8 1/2" GIRT
(GCE_) (GCB_) AT 10" GIRT
8 1/2" & 10"
INSET

SIDEWALL
GIRT

GIRT CLIP
(BOLTED)(WELDED)
( *** )(GC64_) AT 7" GIRT
(GC34_)(GC65_) AT 8 1/2" GIRT
(GC62_)(GC66_) AT 10" GIRT
(GC63_)(GC67_) AT 11 1/2" GIRT
*** - SEE DETAIL WSR007 FOR BOLTED
REV. DATE:09/10/13 'REV. N0. 00
WSR004
—GIRT FILLER ANGLE
(GFA_) W/ (3) 55307
CLIP TO 7" GIRT
8 1/2" & 10" INSET SW GIRTS
GIRT CONN. AT CORNER COLUMN

ANY INSET GIRT AT EW, INSET GIRT AT SW

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:

NTS
DESCRIPTION:
11/21/2022 SEDSheet 10:02:09

GIRT TO

JAMB CLIP

GIRT DEPTH
7',
8 1/2"
10"
11 1/2"
0 RAKE
BEAM
1 -0" AT 7" & 8 1/2" GIRTS
1'-3" AT 10" & 11 1/2" GIRTS
GABLE GIRT CONN. TO RAKE BEAM

OUTSET GIRTS

JAMB DEPTH
7" 8 1/2" 10" 11 1/2"
JTG3 JTG6
JTG1 JTG5 JTG7
JTG4 JTG2
JTG2
(2) 1/2" X 1 1/2"
A325 BOLT (49080)
DIM. A SECTION A -A
DIM. A
3 1/4" AT 7", 8 1/2", 10" JAMB
6 1/4" AT 11 1/2" JAMB
REV. DATE07/21 /15 1 REV. NO. 04
WS20F2

NOT FOR CONSTRUCTION
WALL SECONDARY SED'S (b)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

SINGLE 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/ 5 1/2" GIRT)
ALIGN JAMB AND GIRT AT BL.

GIRT TO JAMB

SINGLE JAMB
BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
20 a division of BlueScope Buildings North America, Inc.

GIRT TO

JAMB CLIP

JAMB DEPTH
7" 8 1/2" 10" 11 1/2"
7" JTG3 JTG6
0 8 1/2"
w
10"
0 11 1/2"
JTG1 JIGS JTG7
JTG4 JTG2
3102
(2) 1/2" X 1 1/2"
A325 BOLT (49050)
DIM. A
A
SINGLE JAMB or

DOUBLE JAMB
SECTION A—A
DIM. A
3 1/4" AT 7", 8 1/2", 10" JAMB
6 1/4" AT 11 1/2" JAMB
REV. DATE:OB/18/15 I REV. N0. 00
WSR056
(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 8E USED W/ 8 1/2" GIRT)
ALIGN JAMB AND GIRT AT BL.

GIRT TO JAMB

FACE OF SINGLE JAMB

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.

VPC FILENAME: Placentia Public Safety Center
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.

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:10

NOT FOR CONSTRUCTION
WALL SECONDARY SED'S (c)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION:

PROJECT:

Placentia, California
Placentia Public Safety Center
BUILDER'S PO#:
<FUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
21 a division of BlueScope Buildings North America, Inc.

Covering Schedule
Id Qty Start Length
#10 1 29'-1 1/8"
#11 1 30'-6"
#12 1 19'-8 3/4"
#13 17 29'-8 3/4"
#14 17 49'-1 1/8"
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
Qty Stagger
LengttType
MR24
MR24
MR24
MR24
MR24
16 34'-8 3/4"
16 44'-1 1/8"
Gage OP
24 93
24 93
24 87
24 11
24 22
Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run
BLK1 34 IU 80'-6"
BLK2 17 IB 80'-6"
Starter Width= 2'-0", Interm.

Fin.

K
K
K
K
K
Last Run Thick. Facing
80'-6" 8.00 UF
80'-6" 6.00 WM
Width= 2'-0", End Width= 2'-0"
Location =Outside Secondary Structural
Direction =Across Secondary Structural
Type:IU=TBS Fiberglass Top Blanket
Type:IB=TBS Fiberglass Bottom Blanket
Facing:UF=Unfaced
Facing:WM=WMP-50

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.

VPC FILENAME: Placentia Public Safety Center
Color Direction
HA Left to Right
HA Left to Right
HA Left to Right
HA Left to Right
HA Left to Right
BL
Trim Schedule
Id Parts
T1 0630043
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.
72'-0"
ao
0 Color
Match Wall Color
T1
T1
co
O
34'-8 3/4"
29'-8 3/4"
141
#1219'-8 3/4"
EBL

ROOF COVERING PLAN
14'-8"
Details
1 (17)BLK2
44'-1 1/8"
49'-1 1/8"
#1130'-6"
78'-1"
BBL
2?' -6"
#1029'-1 1/8"
Shape Name = Placentia Public Safety Center, Shape = Admin Building, Shape = Shooting Range, Shape = Utility Bldg.

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022
BL

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:13
T1
1 BL
Planograph Schedule
Id Details
T1 P -080572,P-104549

NOT FOR CONSTRUCTION

ROOF COVERING PLAN
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
22 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
1 1
1 1
1 Fin.

K
K
K
K
K
Color Increment Direction
HA -7/8"
HA
HA -7/8"
HA -7/8"
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
M
C
Left to Right
Left to Right
Left to Right
Left to Right
Left to Right
9'-3 1/2"
MS026
3 4'-0"
2 3'-4 1/2"
1 2'-5 3/4" Scribe Line
Dimension Key

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.

VPC FILENAME: Placentia Public Safety Center
Trim Schedule
Id Parts
T1(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)MRGTL2OR,(8)WA10B
CO
0 0
N
T8
T9
0 N
^'-8"
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.
(16) #1
T19
0 N
N
T1C T1
62'-1 1/8"
MS025
78'-1"

COVERING ELEVATION AT E
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
N
E E
T6 T3
Shape Name = Placentia Public Safety Center, Wall = 1

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

Lf)
E E
5'-11 1/2"
D
REV: DATE:

DRAWING SCALE:
11 /21 /2022
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
T6
T3
T9
3'-0"
N
ri
0 0
(2 #3
T11

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:15
N
0 N
(2) #4
T6
T3
T9
8'-0"
9'-3 1/2"
MS0261
(2) #5
T1
'-1"
BL

NOT FOR CONSTRUCTION

COVERING ELEVATION AT E
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
23 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"
Insulation Schedule (Install
Id
BLK1
BLK2
Qty Type
1 IB
21 Start Run
20'-6"
IB 20'-6"
Starter Width= 4'-0", Interm.

Gage OP Fin.
26 37 K
Color Direction
HA Left to Right
in same direction as Covering)
Last Run Thick. Facing

6.00 WM
20'-6" 6.00 WM
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 = 2
Increment
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 Color
Wall Color
Wall Color
Cool Harvest
Match Wall Color
Details
WCB037,WCB040
NV539
NV537
ENB003,LV275,NV662,WCB789
ENB004,MV822,NV667,RCB402,WCB049
BLK1
18'-10"
BL
Fastener Schedule
Part Description
0097364-105 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer

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.

VPC FILENAME: Placentia Public Safety Center
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.

T3
C'-0"
(23) 4r;
(21)BLK2
20'-3"
67'-0"
COVERING ELEVATION AT 3
Shape Name = Placentia Public Safety Center, Wall = 2

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

N
E
DATE:

DRAWING SCALE:
11 /21 /2022
'13
N
6'-0"

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:16
15'-11"
BL
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
COVERING ELEVATION AT 3
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEO
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
24 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
Insulation Schedule (Install
Id Qty Type
BLK1 1 IB
BLK2 6 IB
BLK3 1 IB
BLK4 13 IB
BLK5 1 IB
Start Run
20'-6"
20'-6"
21'-0"
20'-0"
22'-0"
Starter Width= 4'-0", Interm.

Gage
26 26
OP
37 1
Fin.

K
K
Color
HA
HA
in same direction as
Last Run Thick.

6.00 6.00

6.00 21'-0"
20'-6"
Width= 3'-0", End Width= 3'-0"
Increment Direction
3/4"
7/8"
Covering)
Facing
WM
WM
WM
WM
WM
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"
BL
19'-5 7/8"
Fastener Schedule
Part Description
0097364-105 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer

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.

VPC FILENAME: Placentia Public Safety Center
T5
CO
BLK1
(11)#0
T2
Trim
Id
T1
T2
T3
T4
T5
Schedule
Parts
(1.7)BA225,(
(3.1)F5980-2
(2)F5139-26-
(5) PTSA110,
(2)MRGTL2OL,
ri
O
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.

CO
ri
(6) BLK2
4)BT12A
6-12, (1.8) PBA20, (1.8) PSA20
12,(2)SCT12B-26-12

2.8)SPCNFL24,(4.2)STCF10
(4)WA10B
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
ri
BLK3
78'-1"

COVERING ELEVATION AT C
Shape Name = Placentia Public Safety Center, Wall = 3

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:
r--
DATE:
`
DATE:

DRAWING SCALE:
11 /21 /2022
0 (15)#7
T1
(13) BLK4

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:17
ro
r -I
7 BL
BLK5
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

COVERING ELEVATION AT C
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEI>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
25 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
Gage OP Fin.
26 1 K
Color Direction
HA Left to Right
M
E
1 2'-2 1/4" Scribe Line
Dimension Key
18'-10 1/4"
BL

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.

VPC FILENAME: Placentia Public Safety Center
T4
M
T5F
9'-0"
MS026
1-
Trim Schedule
Id Parts
T1(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
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.

T6
(20) #9
T2
51'-3 5/8"
MS025
67'-0"
COVERING ELEVATION AT 13
Shape Name = Placentia Public Safety Center, Wall = 4

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

Color
Cool Harvest
Match Wall Color
Match Wall Color
Match Wall Color
Match Wall Color
Match Wall Color
Match Wall 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
1-
D
REV:

DATE:

DRAWING SCALE:
11 /21 /2022

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:

NTS
DESCRIPTION:
10:02:18
T4
T5
9'-0"
MS026
Planograph Schedule
Id
T1
T2
T3
T4
T5
T6
T7
1 4
1 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
COVERING ELEVATION AT 13
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

CBUTLEI>
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
26 a division of BlueScope Buildings North America, Inc.

ERECTION GUIDE REQUIRED FOR THIS PROJECT:

REFER TO:

REV. DATE:01 /30/14 IREV. NO. 00
ENB003

BUTLERIB II ROOF AND WALL SYSTEM

INSTALLATION GUIDE
<BUTLER�
0 BUTLERRIB II ROOF AND WALL SYSTEM
SEE DRAWING P-105224, P-105225, AND
P-105228 FOR DOWNSPOUT INSTALLATION

AND RIVET COLOR PART MARK INFORMATION
G0
8738) UTLET
(CP 10) CONDUCTOR PIPE N
1 CONDUCTOR STRAP [ t
(CS) (TO BE FIELD
FORMED) (TYP.) I
-�1
1*
li • i
75' ELBOW
(4CE75)
rn
REV. DATE:05/20/20 1 REV. NO. 04
KV847
- ROOF PANEL
GUTTER

WALL PANEL
BLIND RIVET (TYP.)

SIDEWALL

FLOOR LINE
l
EAVE

CONDUCTOR PIPE LENGTH
SLOPE RANGE 1/4:12 THRU 1/2:12
4 INCH DOWNSPOUT AT WALL

STYLWALL II AND ALL INSULATED WALL PANEL
SEE DRAWING B-FRMOP4 FOR FRAMED
OPENING TRIM INSTALLATIONS. /r

FRAMED OPENING
JAMB
FASTENER REQUIRED AT 2'-6" MAX.
(SEE CHART FOR FASTENER INFO)

INSULATED PANEL
URETHANE SEALANT—
(H W54_)

PANEL THK
2"
2 1/2"
3"
4"
U 71r,
POP RIVET (14.___)
1'-0" O.C. TYPICAL

OPTIONAL DOOR

FLASHING
F5987
F5988
F5989
F5990
7"
8 1/2"
10"
11 1/2"

BUTYL CAULK
(7106BWH)

JAMB TRIM
(SEE CHART)
POP RIVET (14.___)
1'-0" 0.C. TYPICAL
6" (MIN.)

THRU FASTENERS

FASTENERS AT STRUCTURAL
1/4-14X3" PANCAKE HD T-3
1/4-14X4" PANCAKE HD T-3
1/4-14X4" PANCAKE HD T-3
1/4-14X5" PANCAKE HD T-3
REV. DATE:04/20/15 IREV. NO. D2
M S013
VPC FILENAME: Placentia Public Safety Center
PART NUM.
1424PN C
1432PN C
1432PN C
1440PNC

JAMB TRIM
F5991
F5992
F5993
F5994

FRAMED OPENING JAMB DETAIL

TYPICAL DOORS, LOUVERS AND WINDOWS
ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT:

REFER TO:

REV. DATE:01/30/14 IREV_ NO. 00
ENB004
MR -24 ROOF SYSTEM

INSTALLATION GUIDE
<BUTLER
0 MR -24 ROOF SYSTEM

SUPPORT ANGLE
(630230)

CORRUGATION CLOSURE
(026648)

FLASHING
(FL12)
SCRUBOLT (097104)
(1'-0" O.C.)

RETAINER
(650209)

FLEXIBLE SEAL
(560219)
BRII
ROOF
PANEL

BRII WALL PANEL
SCRUBOLT (097362)
(6" 0.C.)

RETAINER
(650209)
1/4 X 1 1/4"
HEX HD. SDS
(097230)
1' 0.C.
= = = =

REVERSED

Z-PURLIN
SEE DRAWING P-080172, P-080173, P-080174,
AND P-081247 FOR PERPENDICULAR FLASHING

INSTALLATION
1,
REV. DATE:08/20/10 1 REV, NO. 01
LV275
d
PANEL

CLOSURE
(BRPCL)

SCRUBOLT
(097196)
5 PER

CLOSURE

REIN FORCING
STRAP (640473)
BRII PERPENDICULAR ROOF TO WALL TRANS.

WITH BRII WALL PANEL ABOVE
SEE DRAWING B-FRMOP4 FOR FRAMED OPENING
TRIM INSTALLATIONS AND PANCAKE HEAD FASTENERS.

POP RIVET (14.___)
1'-0" 0.C. TYPICAL

SILL TRIM
(SEE CHART)
POP RIVET 1'-0" 0.0.

URETHANE SEALANT ---.11
(HW54_)

PANEL CLOSURE

FLUTED PANEL ONLY

SEE CHART BELOW
PANEL CLIP (4633GNC)

INSULATED PANEL
PANEL THK.
2"
2 1/2"
3"
4"
REV. DATE: 07/22/221 REV.

MS015

URETHANE SEALANT
(HW54_)

BUTYL CAULK

WITH PIGTAIL
7106BWH)
(SEE DETAIL
MS018) SILL SUPPORT

OPTIONAL DOOR FLASHING J
C1
1F5987
F5988
F5989
F5990
7"
8 1/2"
10"
11 1/2"

PANEL CLIP FASTENERS
NOTE: (2) FASTENERS PER CLIP PART NUM.
1/4-14 x * HEX HD T-3 1616PNC
1/4-14 x * HEX HD T-3 1624PNC
1/4-14 x * HEX HD T-3 1624PNC
1/4-14 x * HEX HD T-3 1632PNC
NO. 03
* LENGTH VARIES PER SUPPLIER

SILL TRIM
F5114
F5114
F5128
F5128

FRAMED OPENING SILL DETAIL

LOUVERS AND WINDOWS
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.

BUTLERIB II
PANEL
(OPTIONAL)

FOAM CLOSURE
(026649)
5/8" LAP

BASE TRIM
(BT124)
TAT
0" (MIN.) TO
2" (MAX.)
(OPTIONAL)

NOTCH FOUNDATION
REV_ DATE:01/14/10 IREV. NO. 00I
GV383
ff

STRUCTURAL LINE
- ATTACH BASE TRIM WITH PANEL TO STRUCTURAL
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

ATTACH PANEL WITH PANEL TO STRUCTURAL
FASTENERS 6" 0.C. (LOCATE 3" FROM PANEL

CORRUGATION)
-APPLY SEALANT (025392) CONTINUOUSLY
MASONRY ANCHOR (NOT BY B.M.C.)

FLOOR LINE
4 L
(OPTIONAL) BASE GIRT
BASE ANGLE (BA225)
2-1/4" OR 4"

CLEARANCE BETWEEN STRUCTURAL

LINE & BASE TRIM

BUTLERIB II - BASE TRIM INSTALLATION

LAPPED & NOTCHED FOUNDATION AT FLOOR LINE
INSULATED PANEL-\\1TH
PANEL CLIP (4633GNC)

SEE CHART BELOW

CHANNEL LEG TRIM
(F5980)
POP RIVET 1'-0" 0.C.
(14.___) N
1/2"
NOTCH WIDTH TO BE 1/2"

LESS THAN PANEL THICKNESS
PANEL THK.
2"
2 1/2"
3"
4"
PANEL BASE ANGLE (PBA20)
- PANEL SUPPORT ANGLE (PSA20)
USE (097356) AT
2'-0" 0.C.
1/4-14 X 1"
TY -3 PHILLIPS WAFER HD

PANEL CLIP
NOTE: (2)
1/4-14
1/4-14
1/4-14
1/4-14

GRAY SEALANT
(016688) r FINISHED FLOOR
d�

MASONRY
ANCHOR
(BY OTHER)

BUTYL CAULK

WITH PIGTAIL
(7106BWH) (SEE DETAIL MS018)

FASTENERS
FASTENERS PER CLIP PART NUM.
x
x
x
x
* HEX HD T-3 1616PNC
* HEX HD T-3
* HEX HD T-3
* HEX HD T-3
1624PNC
1624PNC
1632PNC
* LENGTH VARIES PER SUPPLIER
CHANNEL LEG TRIM PARTS HAVE 11'-10" COVERAGE
WITH A 2" LAP. FIELD MITER AT CORNERS.

REV. DATE:11/20/14 1 REV. N0.02
MS004
NOTE:

INSULATED WALL PANEL NOTCH BASE DETAIL

LAPPED CONDITION WITH EXPOSED RIVET

PIGTAIL CAULKING WILL BE

REQUIRED AT BOTH BASE

AND TOP OF PANEL WHERE

A PANEL SPLICE AND

ATTACHING STRUCTURAL

OR FRAMED OPENING
FASTEN TOGETHER.
- FACTORY APPLIED

SEALANT (THIS

RECESS ONLY)
20 INSULATED PANEL

INTERIOR FACE
/- INSULATED PANEL

INTERIOR FACE
00 1000

BUTYL CAULK
(7106BWH)

APPLIED TO PANEL

OR ATTACHING

STRUCTURAL

IN THE FIELD
REV, DATE:09/13/17 IREV. NO. 01 I

BUTYL CAULK
(7106BWH)

APPLIED TO PANEL

OR ATTACHING

STRU CTURAL

IN THE FIELD

INSULATED PANEL

AT SPLICE CONNECTION

BUTYL CAULK WITH
PIGTAIL (7106BWH)

CONNECT FROM

FACTORY APPLIED

SEALANT TO FIELD

BUTYL CAULK
MS018 PIGTAIL CAULK AT PANEL SPLICE

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

GABLE TRIM
MALE - (MRGT2OL)
FEMALE - (MRGTL2OL)
SEE DWG. P -081167 -

WALL ADAPTER
(WA10B)
SEE DWG. P-081167
TORX T-30

SELF -DRILLING SCREW
(097364) (2'-0" 0.0.)
MR -24 ROOF
PANEL

URETHANE SEALANT
(HW54_) CONTINUOUS
PANEL CLOSURE (7607UGR)

FOR FLUTED PANEL ONLY
(BY PANEL SUPPLIER)

INSULATED WALL PANEL
2 1/2" OR 3" PANEL -
NOTE:

IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED.
•�L

PURLIN OR

EAVE STRUT

RAKE CHANNEL

EN DWALL
SEE DETAIL MS028 FOR
VAPOR RETARDER APPLICATION.

REV. DATE:05/20/20 1 REV. NO. 07
KV411
SLOPE RANGE 1/4:12 THRU 4:12
GABLE TRIM LEFT WITH MR -24 ROOF

2.5"/3" INSULATED WALL PANEL W/PNL CLSR
(2) FASTENERS REQUIRED AT EACH

STRUCTURAL SUPPORT MEMBER
(SEE CHART FOR FASTENER INFO)

CORNER TRIM
(SCT12_)
EXT. CORNER CLIP
(ECTC12)

FILLER INSULATION
(008306)
(2) FASTENERS REQUIRED

AT EACH STRUCTURAL

SUPPORT MEMBER
(SEE CHART FOR

FASTENER INFO) /

URETHANE SEALAN-
(HW54_)
STITCH SCREW (4.___)
1'-0" 0.0 TYPICAL

URETHANE SEALANT
(HW54_)

INSULATED PANEL

IMPORTANT

ALL FLASHING END LAPS TO BE
SEALED WITH APPROPRIATE SEALANTS.

JANEL THK.
2"
2 1/2"
3"
4"
OP RIVET (14.___)
AT SPLICES (TYP.)

INSULATED PANEL
—GIRT LINE

CORNER TRIM
(F5139)
-BUTYL CAULK (7106BWH)
POP RIVET (14,___)
1'-0" 0.0 TYPICAL
BUTYL CAULK (7106BWH)
**NOTE:

INSIDE CORNER TRIM MUST

BE INSTALLED PRIOR TO

PANEL INSTALLATION
**

THRU FASTENERS

FASTENERS AT STRUCTURAL
1/4-14X3" PANCAKE HD T-3
1/4-14X4" PANCAKE HD T-3
1/4-14X4" PANCAKE HD T-3
SEE DETAIL MS008
PART NUM.
1424PNC
1432PNC
1432PNC
N/A
SEE DRAWINGS B-081517 AND B-081398 FOR REFERENCE
REV. DATE:11/20/14 IREV. NO. D2 I
M S007

INSULATED WALL PANEL CORNER TRIM DETAIL

PANEL BUTT JOINT

ATTACHING

STRUCTURAL
REV. DATE.02/18/11 IREV. NO. 00 I
MS025

EXTERIOR SIDE

OF PANEL

PANEL WIDTH
NOTE:
a

SEE APPROPRIATE DETAIL OR DRAWING FOR
PANEL CLIP AND FASTENERS.

FASTENING PATTERN 1 (FP1)

TYPICAL PANEL CONNECTION

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:24
MR -24

ROOF PANEL

GABLE TRIM
FEMALE - (MRGT2OR)
MALE - (MRGTL2OR)
-J SEE DWG. P-081167

PURLIN OR

EAVE STRUT

RAKE CHANNEL

EN DWALL
NOTE:

IF ERECTION DRAWING P-081635 HAS

BEEN PROVIDED THEN THE HIGH WIND
GABLE TRIM CLIPS ARE REQUIRED.

SEE DETAIL MS028 FOR
VAPOR RETARDER APPLICATION.

REV. DATE:05/20/20 1 REV. NO. 07
KV412

WALL ADAPTER
(WA1 OB)
SEE DWG. P-081167
TORX T-30

SELF -DRILLING SCREW
(097364) (2'-0" 0.0.)

URETHANE SEALANT
(HW54_) CONTINUOUS
PANEL CLOSURE (7607UGR)

FOR FLUTED PANEL ONLY
(BY PANEL SUPPLIER)

INSULATED WALL PANEL
2 1/2" OR 3"
PANEL
SLOPE RANGE 1/4:12 THRU 4:12
GABLE TRIM RIGHT WITH MR -24 ROOF

2.5"/3" INSULATED WALL PANEL W/PNL CLSR
SEE DRAWING B-FRMOP4 FOR FRAMED OPENING
TRIM INSTALLATIONS AND PANCAKE HEAD FASTENERS.

INSULATED PANEL 1'T
PANEL CLIP (4633GNC) i
SEE CHART BELOW -�
POP RIVET (14.___)
1 '-0" 0.C. TYPICAL

EDGE COVER TRIM
(F5986)

HEADER TRIM (SEE

CHART) FIELD NOTCH

VERTICAL LEG TO AVOID
PANEL FASTENERS.

BUTYL CAULK (7106BWH)
WITH PIGTAIL (SEE DETAIL MS018)
URETHANE SEALANT (HW54_)
BUTYL CAULK (7106BWH)
-INSTALL PANCAKE HEAD

TO HOLD TRIM IN PLACE
HEADER
- POP RIVET (14.___)
1'-0" 0.C. TYPICAL

OPTIONAL DOOR FLASHING
F5987
F5988
F5989
F5990

PANEL CLIP FASTENERS
PANEL THK. NOTE: (2) FASTENERS PER CLIP
2" 1/4-14 x * HEX HD T-3
2 1/2" 1/4-14 x * HEX HD T-3
3" 1/4-14 x * HEX HD T-3
4" 1/4-14 x * HEX HD T-3
REV. DATE:07/22/22 1 REV.

MS01 1
NO. 05
7"
8 1/2"
10"
11 1/2"

PART N U M
1616PNC
1624PNC
1624PNC
1632PNC
* LENGTH VARIES PER SUPPLIER

HEADER TRIM
F5003
F5015
F5033
F5051

FRAMED OPEN HEADER DETAIL (FACTORY CUT)

TYPICAL DOORS, LOUVERS AND WINDOWS

NOT FOR CONSTRUCTION
COVERING & TRIM SED'S (a)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

UTLE�
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
27 a division of BlueScope Buildings North America, Inc.

DIMENSION FROM

FEMALE EDGE IS
(CRITICAL)
10 1/2"

ATTACHING

S TRU CTU RAL

EXTERIOR SIDE

OF PANEL
REV. DATE. 02/16/11 I REV. NO. 00
M S025

COUNTER FLASHING

PANEL WIDTH

SIDE JOINT FASTENING

WITH ONE LOCK -RIVET
(097444) BACK FASTENING

PANEL SUPPORT
ANGLE (PSA20)
USE (097356) AT
2'-0" 0.C.
1/4-14 X 1"
TY -3 PHILLIPS WAFER HD

BUTYL CAULK WITI I
PIGTAIL (7106BWH)
(SEE DETAIL MS018)

BUTYL CAULK
(7106BWH) CONTINUOUS

BETWEEN SUPPORT ANGLE

AND COUNTER FLASHING
FASTENING PATTERN 2 (FP2)

AS REQUIRED ON ERECTION DRAWINGS
TRANSITION ANGLE (PTSA_)

BASE TRIM
PANEL
2"
2 1/2"
3"
4"
THK. PART NUM.

F5982
F5983
F5984
F5985

INSULATED PANEL - BASE OF

PANELS MUST BE MITER CUT

IN FIELD, REGARDLESS OF

ROOF SLOPE
PANEL CLIP (4633GNC)

SEE CHART BELOW
POP RIVET (14.___)
1'-0" 0.C.

BASE TRIM (SEE CHART)
SEE DWG.

P-081532

FOR REFERENCE
DIM."A" ON
~ DWG. P-080818
[TOP OF PURLIN
SHORT

TRANSITION
PANEL

CLIP FASTENERS
NOTE: (2)
1/4-14
1/4-14
1/4-14
1/4-14

FASTENERS PER CLIP
x * HEX HD T-3
x * HEX HD T-3
x * HEX HD T-3
x * HEX HD T-3
PART NUM.
1616PNC
1624PNC
1624PNC
1632PNC
* LENGTH VARIES PER SUPPLIER
BASE TRIM PARTS HAVE 11'-10" COVERAGE WITH 2" LAP.

FIELD MITER BASE TRIM AT CORNERS.

PARALLEL TRANSITION ROOF TO WALL
INSULATED WALL PANEL TO MR -24 ROOF
REV. DATE: 05/20/20 I REV. NO. 03
MV801
F = FEET
I = INCHES
E = EIGHTHS
G = GAGE
00 = OPERATION
C = FIN/COLOR
BRII WALL PANEL MARK NO.: BWP F F I I EGG 00 0 0 0

LENGTH CODE
36" COVERAGE
- SMOOTH
12" 1 9/32" -1 1 _ EXTERIOR

SURFACE
TYP. r
2 7/8"
TYP,
1 TYP,

BUTLERIB II WALL PANEL
- 1 1/2"
VCI WALL PANEL MARKNO.: VCI FFII EGGOCCC

LENGTH CODE
36" COVERAGE
"
-SMOOTH

EXTERIOR
12 1 9/32" - I I - SURFACE
,L TYP. 7 TYP. I (LT. GRAY
INSIDE COLOR 2 7/8'1 I
VARIES TYP.

VCI WALL PANEL
REV. DATE: 04/14/11 1 REN. NO. 01
NV663
- 1 1/2"

BUTLERIB II WALL AND VCI WALL PANELS
VPC FILENAME: Placentia Public Safety Center

STANDING SEAM

ROOF PANEL
INSTALLATION NOTES:

1. SECURE VAPOR RETARDER

CONTINUOUSLY TO EAVE

STRUT USING DOUBLE
FACE TAPE. CONTINUOUSLY

SEAL ROOF VAPOR RETARDER
TO EAVE VAPOR RETARDER.

LOCATE TAPE ON TOP SIDE

OF TOP FLANGE AND NEAR

BOTTOM FLANGE OF THE
EAVE STRUT.

2. EXTEND ENOUGH VAPOR

RETARDER MATERIAL AT EACH

ENDWALL TO WRAP AROUND
AND SEAL TO RAKE CHANNEL.

DOUBLE FACE
TAPE (650534)

LOCATE AS
NEEDED
•
INSULATED •

WALL PANEL
REV. DATE: 04/02/19 I REV. N0. 02 1
MS027

EAVE STRUT
'VAPOR RETARDER
(651121 - 12")
OR
(651122 - 18")

INSTALL ON EAVE

STRUT AS REQUIRED

SIDEWALL

VAPOR RETARDER AT EAVE STANDING SEAM RF

SEAL ROOF TO WALL FOR INSULATED WALL PANEL

FOR METAL WALL CLOSURE ATTACHMENT
• FIELD DRILL RIVET (097580)DIAMETER64" OR
AT2'-0'" ON
• BLIND
CENTER FOR BUTLERIB AND (2)
PER 1'-0" FOR SHADOWALL

METAL WALL CLOSURE AT ENDWALL
SEE DETAIL PV166 FOR BUTLERIB
SEE DETAIL PV166 FOR BUTLERIB EX
SEE DETAIL PV167 FOR SHADOWALL
SEE DETAIL PV167 FOR SHADOWALL EX
SEE DETAIL MV831 FOR eSHADOWALL
(FIELD CUT AS REQUIRED)
1 SIDEWALL CLOSURE SCHEDULE

WALL SYSTEM

SHADOWALL

SHADOWALL EX
eSHADOWALL
(SHCL12)
(12'-0")

BUTLERIB II

BUTLERIB EX
(BRCL12)
(12'-0")
*SEE DRAWING P-081764
REV. DATE: 03/15/21 I REV. N0. 05
MV822

WALL PANEL
ae-

FOR BLIND RIVET COLOR INFORMATION

OPTIONAL METAL CLOSURE ATTACHMENT
BR/BR EX/SHDOWALL/SHDOWALL EX/eSHADOWALL PANELS
F = FEET
I = INCHES
E = EIGHTHS
G = GAGE
00 = OPERATION
C = FIN/COLOR
MR -24 ROOF PANEL MARK NO.: MR24 F F I I EGG 00 C C C
r2 3/8"
- 3 3/16"
REV. DATE:01/14/10 1REV. ND. 00
NV667

LENGTH CODE
24" COVERAGE
SMOOTH

EXTERIOR

SURFACE
MR -24 ROOF PANEL
2 3/8"i

FACTORY

APPLIED
SEALANT—
MR-24 STANDING SEAM ROOF PANEL
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.

ENDWALL TRIM
INSTALLATION NOTE:

SECURE VAPOR RETARDER

AT ALL CHANNEL SPLICES

AND AT ANY EXPOSED
HOLES. LOCATE TAPE ON

TOP SIDE OF FLANGE AND

NEAR THE BOTTOM LEG OF
THE RAKE CHANNEL.

INSULATED

WALL PANEL
REV. DATE: 04/02/19 I REV. NO. 02 I
MS028

STANDING SEAM

ROOF PANEL

DOUBLE FACE
TAPE (650534)

LOCATE AS
NEEDED

PURLIN OR

EAVE STRUT

VAPOR RETARDER
(651121 - 12") OR
(651122 - 18")

INSTALL ON

RAKE CHANNEL

AT ALL SPLICES

ENDWALL

VAPOR RETARDER AT GABLE STAND SEAM RF

SEAL ROOF TO WALL FOR INSULATED WALL PANEL
-f�

BUTLERIB PANEL

HEADER CHANNEL
12-14 X 1 1/4"
TORX S.D.S. (097365)
AT 6" 0.0.

FOAM CLOSURE (026649)
DRIP GUTTER (DG12)
12'-1" COVERAGE
*REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION
ON INSTALLATION OF THE DRIP GUTTER.
*APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN
FLASHINGS AND CHANNEL FOR WATER TIGHTNESS.

REV. DATE: 2/1/20 1 REV. NO. 02
NV537

HEADER DETAIL - BUTLERIB
F = FEET G = GAGE
I = INCHES 0 = OPERATION
E = EIGHTHS C = FIN/COLOR
THERMAWALL 2" FINELINE PANEL MARK NO.: THFN20 FFI I EGG 0 C C C

LENGTH CODE
938"
1( TYP. )
42" COVERAGE
`EMBOSSED EXTERIOR SURFACE
THERMAWALL 2" FINELINE WALL PANEL
THERMAWALL 2" FLUTED PANEL MARK NO.: THFL20 FFI I E GGOCCC

LENGTH CODE

8.400
(TYP.)
42" COVERAGE
`EMBOSSED EXTERIOR SURFACE
THERMAWALL 2" FLUTED WALL PANEL
THERMAWALL 2" FLAT PANEL MARK NO.: THFT20 FF II EG GOCCC 36" COVERAGE

LENGTH CODE
/EMBOSSED

EMBOSSED EXTERIOR SURFACE
THERMAWALL 2" FLAT WALL PANEL
REV. DATE: 004110 I RE V. ND 001
NV671 THERMAWALL 2" WALL PANELS

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

ITEM NUMBER: USED TO MATCH ITEM FROM TRUCK MANIFEST TO BUNDLE ITEM I ITEM
AND
DESCRIPTION: IDENTIFIES THE BUILDING/SHAPE, WALL AND SET ID APPEARS AS FOLLOWS: "SHAPENAME" W__ ID__
SHAPE NAME IS LIMITED TO 12 CHARACTERS
WALL IS IDENTIFIED AS W__

SET ID IS IDENTIFIED AS ID ---
r

JOB NUMBER LINE -PACKAGE NUMBER
LENGTH: USE TO LOCATE THE PANEL WITHIN THE SET ID
57632 Lz-llZ
1 CUSTOMER NA :.1E:
1 THICKNESS: 2,0" 1 COLOR: 1
1 CAULKING REO; Interior Joink 1 (Exterior Joint; 1 IPhwe Number. 1 ITEM — ITEM DESC. LENGTH
128 DOCK -1
129 DOCK -2
130 DOCK -3
131 DOCK -4
132 DOCK -5
OPERATOR: BUNDLE
REV. DATE, 03/29/11 I REV. NO. 00 1
M5035

JAMB CHANNEL
SHIFT:
#12 X 1 1/4"
TORX SDS (097365)
2'-0" 0.0.

BUTLERIB PANEL
L2-sh i
4 ofd
PANEL TYPE:

PROFILE:
1 DATE OF PRODUCTION
28'-9 1/2"
24'-7 1/2"
20'-5 1/2"
16'-3 1/2"
12'-1 1/2"
iT"
1 1
1 1

TOTAL PACKAGED,
)CIRA
5 BUNDLE SHIPMENT IDENTIFICATION

INSULATED WALL PANEL
4" (MINIMUM)

JAMB FLASHING
(DSF12)
12'-0" COVERAGE

FIELD CUT PANEL

AS REQUIRED FOR

PANEL OPENING
*APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN
FLASHINGS AND CHANNEL FOR WATER TIGHTNESS.

REV. DATE: 2/1/20 I REV. N0.02
NV539

JAMB DETAIL - BUTLERIB
F = FEET G = GAGE
I = INCHES 0 = OPERATION
E = EIGHTHS C = FIN/COLOR
THERMAWALL 2 1/2" FINELINE PANEL MARK NO.: THFN25 FFI I E G G O C C C N
c.1

3.938"
( TYP.)i
42" COVERAGE LENGTH CODE

EMBOSSED EXTERIOR SURFACE
THERMAWALL 2 1/2" FINELINE WALL PANEL
THERMAWALL 2 1 /2" FLUTED PANEL MARK NO.: THFL25 FFI I EGG 0 C C C 42" COVERAGE LENGTH CODE

8.400
(TYP.) `EMBOSSED EXTERIOR SURFACE
THERMAWALL 2 1/2" FLUTED WALL PANEL
THERMAWALL 2 1/2" FLAT PANEL MARK NO.: THFT25 F F I I EGG 0 C C C

LENGTH CODE
N
N
36" COVERAGE
/EMBOSSED EXTERIOR SURFACE
THERMAWALL 2 1/2" FLAT WALL PANEL
REV_ DATE 01/14/10 1REV_ ND. 001
NV672
THERMAWALL 2 1/2" WALL PANELS

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:26
SEE DRAWINGS P-103223 AND P-104714

FOR GUTTER INSTALLATION

SELF -DRILLING
SCREW (097295)1
PANEL STRAP (560004)
2 3/4" SCRUBOLT
(097264) AT
CORR. CLOSURE
INSULATION (008306) AND
INSULATION RETAINER (IR1)
(2'-0" O.C.) SEE DWG P-105017
- GUTTER

SUPPORT
(630000)
GUTTER

SUPPORT
TAB (0ST)
CLOSURE (560348)
1 1/4"

SCRUBOLT
(097104)

BACK-UP
STRAP
GUTTER
TORX T-30 1/4" X 3/4"

SELF -DRILLING SCREW
(097364) (2'-0" 0.0.)
(COLOR SUFFIX REQUIRED)
URETHANE SEALANT (HW54_)

CONTINUOUS PANEL CLOSURE
(7607UGR) FOR FLUTED PANEL

ONLY (BY PANEL SUPPLIER)
REV. DATE:05/20/20 1 REV. NO. 06
MV246
1 •
MR -24 ROOF

EAVE CLOSURE
(CLE12D)
12'-0" COVERAGE
USE 1" LAP AT
SPLICE

EAVE STRUT
2 1/2" OR 3"
.� .• INSULATED WALL PANEL

SIDEWALL
SEE DETAIL MS027 FOR
VAPOR RETARDER APPLICATION.

SLOPE RANGE 1/4:12 - 4:12
GUTTER W/WTHR. SEAL WITH MR -24 ROOF

2.5"/3" INSULATED WALL PANEL W/WALL CLSR
BRII ROOF PANEL MARK NO.: BRP F F I I E G G O C C C

LENGTH CODE
BRII RIDGE PANEL MARK NO.: PRP F F I I EG G 0 0 CC

LENGTH CODE
12"
TYP.
36" COVERAGE
1 9/32" 1 I SMOOTH

EXTERIOR
TYP• /--\ SURFACE
2 7/8"
TYP.

BUTLERIB II ROOF PANEL
F = FEET
I = INCHES
E = EIGHTHS
G = GAGE
00 = OPERATION
C = FIN/COLOR
- 1 1/2"

BEARING
EDGE
VCI WALL PANEL MARK NO.: VCI F F II EGG 0 CCC

LENGTH CODE
36" COVERAGE
12"
TYP.

INSIDE COLOR
VARIES
REV. OATS 07/22/10 1 REV. NO. 01 1
NV662
1 9/32"1
I I -
TYP.
2 7/8"
TYP. I

VCI WALL PANEL
-SMOOTH

EXTERIOR

SURFACE
(LT. GRAY)
r
- 1 1/2"

BEARING
EDGE

BUTLERIB II ROOF AND VCI WALL PANELS

NOT FOR CONSTRUCTION
COVERING & TRIM SED'S (b)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

BUTLER
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
28 a division of BlueScope Buildings North America, Inc.

F = FEET
I = INCHES
E = EIGHTHS
THERMAWALL 3" FINELINE

3.938"
ftTYP.)
G = GAGE
0 = OPERATION
C = FIN/COLOR
PANEL MARK NO.: TH FN 30 FFIIEGGOCCC
42" COVERAGE

LENGTH CODE
/EMBOSSED EXTERIOR SURFACE
THERMAWALL 3" FINELINE WALL PANEL
THERMAWALL 3" FLUTED PANEL MARK NO.: THFL30 FFIIEGGOCCC

THERMAWALL
ro
_ 8.400
(TYP.)
42" COVERAGE

LENGTH CODE

EMBOSSED EXTERIOR SURFACE
THERMAWALL 3" FLUTED WALL PANEL
3" FLAT PANEL MARK NO.: THFT30 FFIIEGGOCCC
REV_ DATE:01 /14/10 I REV_ ND. 00
N V673
36" COVERAGE

LENGTH CODE
`EMBOSSED EXTERIOR SURFACE
THERMAWALL .3" FLAT WALL PANEL
i
THERMAWALL 3" WALL PANELS
MR -24 CLIP
SCRUBOLT (096932) 3/8" X 1 1/4"

EAVE CHANNEL
(5EC_)
CANOPY E3
SCRUBOLT (096932) (2'-6" 0.C.)
NOTE:

SCRUBOLT MAY OPTIONALLY BE

INSTALLED FROM BELOW

BUILDING EAVE

STRUCTURAL

SOFFIT (OPTIONAL)
NOTES:

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE DRAWING P-081239 FOR EAVE TRIM INFORMATION.

3. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

REV. DATE:05/07/18 I REV. N0.01 HIGHSIDE EAVE TRIM WITH MR -24 ROOF MR -24
ROOF
PANEL
1 SOFFIT
TRIM
� - (ST3)
RCB363 AT CANOPY FOR INSULATION BRIDGE
}
MR -24 ROOF

INSULATION
(008306)

AND INSULATION
RETAINER (IR1)
(2'-0" 0.0.)
SEE DWG. P-105017
EAVE STRUT 1

SIDEWALL
REV. DATE:09/10/20 I REV. NO.03
RCB380
SEE DRAWING P-081239

FOR EAVE TRIM INSTALLATION

CLOSURE

PANEL STRAP

EAVE TRIM
(ETA12M)

TRIM DRIP (DTA)

BLIND RIVET
(1'-0" 0.C.)
TORX 1-30

SELF -DRILLING SCREW
(097364) (2'-0" 0.C.)

URETHANE SEALANT
(HW54_) CONTINUOUS.

PANEL CLOSURE (7607UGR)

FOR FLUTED PANEL ONLY
(BY PANEL SUPPLIER)

INSULATED WALL PANEL
SEE DETAIL MS027 FOR
VAPOR RETARDER APPLICATION.

SLOPE RANGE 1/4:12 TO
WALL—

ADAPTER
RAKE)

CHANNEL
(IBRO_)
SOFFIT
TRIM
(ST10_)
SOFFIT
(OPTIONAL
r- TRIM CLIP
(560093)

TAB END
- IS START
END
5" SHIP LOOSE ZEE
(FIELD LOCATE)
MR -24 CLIP
MR -24 ROOF PANEL

L INSULATION BRIDGE
THIN HEAD BOLT (096636)
WITH NUT (095032) AT

EACH STRUCTURAL
"—BUILDING Z-PURLIN -J
6 (TRUSS AND
- BAR JOIST SIMILAR)

L ALWAYS PROVIDE ZEE WHEN CLEAR OF
NOTES: OTHER STRUCTURALS

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION.

3. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

4. VIEWED FROM LEFT FRONT ENDWALL RIDGE TO EAVE.

REV. DATE10/27/15 IRLv. NO. 001 ENDWAL LENGTH EXTENSION RCB362 START END OF INSULATION BRIDGE ATTACHMENT

USE CUT OFF OF

UNFACED INSULATION

TO START THE

BEGINNING OF THE

NEXT RUN

INSULATION
BRIDGE -\
TOP OF

BUILDING
PURLIN

UNPAGED

BLANKET

INSULATION/
ENDWALL [3
OR
LENGTH

EXTENSION
•�T
FACED

BLANKET

INSULATION
INSULATION NOTE:

SEE DETAIL RABOO1

FOR STARTER

INSULATION NOTE
REV. DATE:06/21/19 I REV. NO.05
RCB367

FACED INSULATION

INSTALLED OVER

RAKE CHANNEL

TO PROVIDE

VAPOR RETARDER
ij

ATTACH FACED

INSULATION WITH

DOUBLE FACED

TAPE (BY OTHER)

TO SEAL

VAPOR RETARDER
WALL
PANEL
OR

SOFFIT TRIM

ENDWALL RAKE INSULATION PLACEMENT

FOR INSULATION BRIDGE

NOT FOR CONSTRUCTION
COVERING & TRIM SED'S (c)
BUILDER:

CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

BlueScope Construction

Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
29 a division of BlueScope Buildings North America, Inc.

MR -24 ROOF

EAVE STRUT J

BUTLERIB II PANEL
SIDEWALL e_
• SEE DRAWING
REV. DATE:10/01/18 1 REV. NO. 03
RCB402

TAB END

IS START
END
GABLE
TRIM
SEE DRAWING P-081239

FOR EAVE TRIM INSTALLATION

CLOSURE
• PANEL STRAP
• EAVE TRIM
(630598)

TRIM DRIP (DTA)

BLIND RIVET
(097580) 6
(1'-0" 0.C.)
-TORX T-30
1/4" X 3/4"

SELF -DRILLING SCREW
(097364) (2'-0" 0.C.)
(COLOR SUFFIX REQUIRED)

WALL CLOSURE
(BRCL12)
(12'-0" COVERAGE)
SEE DETAIL IMV8221
P-081764 FOR BLIND RIVET COLOR INFORMATION
SLOPE RANGE 1/4:12 TO <1 1/2:12
HIGH SIDE EAVE TRIM WITH MR -24 ROOF REV. DATE.D1/19/18 'REV. NO. 001 RAKE CHANNEL AT ENDWALL BRII WALL PANEL WITH WALL CLSR RSB016

TRIM CLIP
ENDWALL (560093)
GABLE TRIM -\
L
I5EE NOTE:

WALL-"

ADAPTER
RAKE)

CHANNEL
(IBRO_)
WALL-,
PANEL
NOTES:
+

TAB END
- IS START
END
IV
5" SHIP LOOSE ZEE
(FIELD LOCATE)
MR -24 CLIP
MR -24 ROOF PANEL
/ INSULATION BRIDGE
THIN HEAD BOLT (096636)
WITH NUT (095032) AT

EACH STRUCTURAL

BUILDING Z-PURLIN
6" (TRUSS AND

L ALWAYS PROVIDE ZEE WHEN CLEAR OF

OTHER STRUCTURALS

BAR JOIST SIMILAR)

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION.

3. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

4. VIEWED FROM LEFT FRONT ENDWALL RIDGE TO EAVE.

ENDWALL
OR
LENGTH EXT.

VARI ABLE PANEL
(SEE CHART)
5" SHIP LOOSE ZEE
(FIELD LOCATE)
1 I✓i//ii i,l
es/

IF NEEDED,

FIELD CUT BRIDGE

EXCESS MAYBE

INSTALLED AT TRAIL

END OF BUILDING
INSULATION NOTE:

SEE DETAIL RABOO1

FOR STARTER

INSULATION NOTE
REV.
-1
ZEE
NOTE:

SEE DETAIL RSB016 FOR

FOR MORE INFORMATION
-$-
Fl ELD

FIELD CUT
'SEE CHART)

BRIDGE LENGTH
(SEE CHART)
VARIA3LE WIDTH PANEL CHART

PANEL WIDTH
9"
12"
15"
18"
21"
DATE1 D/27/18 'REV. NO. 01
RSB023

FIELD CUT
15"
12"
9"
6"
3"

BRIDGE LENGTH
33 3/8"
36 3/8"
39 3/8"
42 3/8"
45 3/8"
ZEE
REMOVE
REMOVE
KEEP
KEEP
KEEP
j�

I NSULATION
BRIDGE

FIELD ZEE
NA

REQUIRED
NA

REQUIRED

REQUIRED
z

RAKE CHANNEL AT ENDWALL START END

WITH VARIABLE WIDTH PANEL - INSULATION BRIDGE

CAPILLARY BREAK
(SEE NOTE)

PANEL TO PANEL
FASTENER (097364)
NOTE:

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 REV. DATE:09/02/20 1 REV. NO. 01
WCB038

SIDELAP FOR BUTLERIB II WALL PANEL
VPC FILENAME: Placentia Public Safety Center
MR -24 CLIP
MR -24 ROOF
PANEL
-\ y
t

START END OF INSULATION BRIDGE ATTACHMENT
TRIM CLIP (560093)

REMOVE ZEE IF

INTERFERES
5" SHIP LOOSE ZEE -
(FIELD LOCATE)

INSULATION
BRIDGE
1 ENDWALL
OR
LENGTH EXT.

FIELD CUT
I I
THIN HEAD BOLT (096636)
BUILDING Z-PURLIN WITH NUT (095032) AT
(TRUSS AND EACH STRUCTURAL

BAR JOIST SIMILAR) -
H

ALWAYS PROVIDE ZEE WHEN CLEAR OF

OTHER STRUCTURALS
NOTES:
6"

SLOT END

IS TRAIL
END
J
<SEE NOTE: 41
\-GABLE
TRIM
WALL

ADAPTER
RAKE

CHANNEL
(IBRC_)
`WALL
PANEL

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION.

3. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

4. VIEWED FROM RIGHT REAR ENDWALL RIDGE TO EAVE.

REV. DATE: D1 /19/18 1 REV. NO. 00 1
RSB025
('FLA

RAKE CHANNEL AT ENDWALL TRAIL

INSULATION BRIDGE ATTACHMENT

WALL PANEL
1 REV. DATE: 11/12/21 1 REV. N0. 02
WCB040
•

PANEL TO PANEL
FASTENER (097364)
2'-6" 0.C.

END

WALL PANEL
CORNER TRIM (BRCT12)
12'-0" LONG FIELD

CUT OR LAP AS REQUIRED

OUTSIDE CORNER TRIM

BUTLERIB II WALL
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.
(DOWNSLOPE I t
MR -24 ROOF PANEL -\
SCRUBOLT (096932)

LOCATED AT EACH

BRACKET

INSULATION
BRIDGE
(560715)

BUILDING Z-PURLIN
NOTE:

PANEL
HOLE
UPPER
MR -24 PANEL
-0
m
MR -24 CLIP
HEIGHT

COMPRESSED

INSULATION
SEE DRAWING P-080577 FOR ROOF PANEL SPLICE INFORMATION.

REV. DATE:D1/21/18 IREV. NO. 001 INTERMEDIATE Z-PURLIN CONNECTION RSB01 7
ROOF
PANEL

SI DEWALL

EAVE CHANNEL

FOR INSULATION BRIDGE
N
REQUIRES \
UNIVERSAL 1

JOINT TO

INSTALL

SCRUBOLT
(096932)
SCRUBOLT (096932) (2'-6" O.C.)
NOTE:

SCRUBOLT MAY OPTIONALLY BE

INSTALLED FROM BELOW
-BUILDING EAVE STRUT

WALL PANEL
NOTES:

REV. DATED -I/15/18 1 REV. NO. 00 1
RSR033

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

EAVE CHANNEL TO EAVE STRUT

LOW EAVE ATTACHMENT FOR INSULATION BRIDGE
L-

EAVE HEIGHT

PANEL LENGTH
N)
m '
J
m *PUNCHED PANEL
/- ROOF
LINE
�GABLE TRIM
m
r
�\ STOP OF GABLE ANGLE

Z- PUR LI N
—4—
zoo
- SEE NOTES:
1 ATTACHMENT
*PUNCHED PANEL

ATTACHMENT

FLOOR LINE
PANEL LENGTH = EAVE HEIGHT
+/- BASE COND. ADJUSTMENT + 1 1/8"
"ROOF LINE" IS THE BOTTOM

SURFACE OF
ROOF PANELS.

EAVE HEIGHT = FLOOR LINE

TD TOP OF

PURLIN/
GABLE ANGLE.
* FOR SELF -DRILLING SCREWS, INSTALL
1 AND 2 1/2" DOWN TO CLEAR STRUCTURAL
HOLES IN E.S., GIRT AND BASE ANGLE
8 1/2" AND 10" PURLINS
NOTES:

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)
REV. DATE:08/16/17 I REV. NO. 00
WCB049
BRII SQ CUT SW PANEL WITH MR -24 ROOF
1/4:12 TO 1.99:12 SLOPES - WITH THERMAL BLOCK

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:
/

REQUIRES

UNIVERSAL

JOINT TO

INSTALL
SCRUBOLT SCRUB0LT
SCRUBOLT (096932) (2'-6" 0.C.)
NOTE:

SCRUBOLT MAY OPTIONALLY BE

INSTALLED FROM BELOW
(096932)

SIDEWALL
MR -24 CLIP

EAVE CHANNEL
(5EC_)
MR -24
I ROOF

I PANEL
BUILDING EAVE STRUT -//��
NOTES: WALL PANEL �� *

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE CORRESPONDING ROOF TO TRIM DETAILS
FOR PARTS AND CONNECTIONS.

REV. DATE:05/08/18 1 REV. N0. 011
RSB01 9

SCRUBOLT
(096932)
3/8" X 1 1/4"

EAVE CHANNEL TO EAVE STRUT

HIGH EAVE ATTACHMENT FOR INSULATION BRIDGE

PANEL TO STRUCTURAL

FASTENER (SEE SCHEDULE)
NOTE: FOR ATTACHMENT TO

GABLE ANGLE OR EDGE

STRUCTURAL, SEE

APPROPRIATE ENDWALL

PANEL DRAWING

EAVE STRUT OR

EAVE MEMBER
2'-6" SDS (097364)

SIDE LAP PANEL TO

PANEL FASTENER
(SEE DETAIL WCB038)-

LOCATION

FASTENER DESCRIPTION

AND PART NUMBER

BASE ANGLE
(SHOWN)
(SEE SPECIFIC

DETAIL FOR

REQUIRED)

BASE TRIM
(SHOWN)
(SEE SPECIFIC

DETAIL FOR

REQUIRED)

BLANKET INSULATION THICKNESS
0" 11 1/2"I 2" 1 3" 1 4" PUNCHED UNPUNCHED

MAXIMUM INSULATION DENSITY STRUCTURE STRUCTURE
N.A. 1.0 # 0.75 # 0.6 # 0.6 #
PANEL 7/8",SCRUBOLT,T-45,TORX SB 097361 X
TO 1 1 /2",SCRUBOLT,T-45,TORX LSB 097362
STRUCTURAL 1 1/4",S.D.S.,T-30,TORX MPS 097365 X
REV. DATE:09/02/20 1 REV. NO. 01
WCB036
X X
X X
X X X
X
X

BUTLERIB II WALL PANEL INSTALLATION

PANEL TO STRUCTURAL FASTENER OPTIONS
F = FEET
I = INCHES
E = EIGHTHS
KS SHADOWLINE PANEL MARK NO.:

X
G = GAGE
0 = OPERATION
C = FIN/COLOR
THFN2O F F I I E G G O C C

LENGTH CODE
42" COVERAGE

EMBOSSED EXTERIOR SURFACE

KS SHADOWLINE WALL PANEL
KS MINI MICRO -RIB PANEL MARK NO.: THFL20 FF I I EGGOCC

LENGTH CODE
42" COVERAGE

NON -EMBOSSED EXTERIOR SURFACE

KS MINI MICRO -RIB WALL PANEL
OPTIMO PANEL MARK NO.: THF720 FF I I EGG 0 C C

LENGTH CODE
REV. DATE:05/21/20 1 REV. N0. 00
WCB1 67
36" COVERAGE

EMBOSSED EXTERIOR SURFACE
rg

OPTIMO WALL PANEL
KINGSPAN 2" INSULATED WALL PANELS

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
DATE: BY:

DRAWING SCALE:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:29

SIDEWALL
MR -24
ROOF
PANEL -\
EAVE
MEMBER
(HBEM20__)
SCRUBOLT (096932)
LOCATE (2'-0" O.C.)

INTO HOLES IN

EAVE MEMBER
%1

WALL PANEL
REV. DATE; D2/25/16 1 REV. NO. 00 1
RS13020
rFLA1
s
6 1/8"
TRUSS
NOTES:

SCRUBOLT (096932)

LOCATE AT EACH

BRIDGE BRACKET

SHIP LOOSE BRIDGE
BRACKET (560806)
LOCATE 2'-O" 0.0

AFTER INSULATION HAS

BEEN INSTALLED

BUILDING TRUSS

1. INSULATION NOT SHOWN FOR CLARITY.

2. SEE CORRESPONDING ROOF TO TRIM
DETAILS FOR PARTS AND CONNECTIONS.

EAVE MEMBER WITH BASE TO TRUSS AT EAVE

LOW EAVE ATTACHMENT FOR INSULATION BRIDGE
FACED

INSULATION

POST OR

SECONDARY

STRUCTURAL

FIELD REMOVE INSULATION

AT POST OR SECONDARY STRUCTURAL
(SEE INSULATION PREPARATION)

WALL PANEL

BLANKET INSULATION PREPARATION
(REQUIRED WHEN TOTAL INSULATION THICKNESS EXCEEDS 3")

USING RAZOR KNIFE, FIELD CUT AND REMOVE A PORTION OF THE

BLANKET INSULATION AT THE SURFACE OF THE STRUCTURALS TO WHICH THE PANELS ATTACH. TOTAL INSULATION THICKNESS OF BATT AND BLANKET INSULATION AT STRUCTURALS SHOULD NOT EXCEED 3".

IMPORTANT: DO NOT CUT THRU BLANKET ENTIRELY AND DAMAGE
VAPOR RETARDER.

REV. DATE: 09/02/20 1 REV. NO. 02
WCB037
GREATER THAN 3" INSULATION FOR BRII WALL

AT ENDWALL POST OR SECONDARY STRUCTURAL

NOT FOR CONSTRUCTION
COVERING & TRIM SED'S (d)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

UTLE�
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
30 a division of BlueScope Buildings North America, Inc.

CN
F = FEET G = GAG E
I = INCHES 0 = OPERATION
E = EIGHTHS C = FIN/COLOR
KS SHADOWLINE PANEL MARK NO.: THFN25 F F I I E G G O C C C 42" COVERAGE

LENGTH CODE

EMBOSSED EXTERIOR SURFACE

KS SHADOWLINE WALL PANEL
KS MINI MICRO -RIB PANEL MARK NO.: THFL25 F F I I EGG 0 C C C REV. DATE: 05/21/20 1 REV. NO. 00
WCB1 68
42" COVERAGE

LENGTH CODE

NON -EMBOSSED EXTERIOR SURFACE

KS MINI MICRO -RIB WALL PANEL
OPTIMO PANEL MARK NO.: THFT25 FFI I E G G O C C C

LENGTH CODE
F = FEET
I = INCHES
E = EIGHTHS
G = GAGE
0 = OPERATION
C = FIN/COLOR
KS SHADOWLINE PANEL MARK NO.: THFN30 F F I I EG G 0 C C C 42" COVERAGE LENGTH CODE

EMBOSSED EXTERIOR SURFACE

KS SHADOWLINE WALL PANEL
KS MINI MICRO -RIB PANEL MARK NO.: THFL30
36" COVERAGE

EMBOSSED EXTERIOR SURFACE

OPTIMO WALL PANEL
KINGSPAN 2 1 /2" INSULATED WALL PANELS
VPC FILENAME: Placentia Public Safety Center
Mie
42" COVERAGE
4---a
FFI I EGG 0 C C C

LENGTH CODE

NON -EMBOSSED EXTERIOR SURFACE

KS MINI MICRO -RIB WALL PANEL
OPTIMO PANEL MARK NO.: THF730 FFIIEGGOCCC
REV. DATE: 05/21/20 1 REV. NO. 00
WCB1 69
36" COVERAGE

LENGTH CODE

EMBOSSED EXTERIOR SURFACE

OPTIMO WALL PANEL
KINGSPAN 3" INSULATED 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.

SUPPORT ANGLE
(630230)

CORRUGATION CLOSURE
(026648)
FLASHING (FL12)-
SCRUBOLT (097104)
(1'-0" O.C.)
RETAINER (650209)

FLEXIBLE SEAL
(560219)

BRII ROOF PANEL

REVERSED

Z-PURLIN

REINFORCING
STRAP (640473)

LINER TRIM (LTA-)
(USE 097357 V-0" 0.C.)
SEE DRAWING P-080172,
P-080173, P-080174 AND
P-081247 FOR PERPENDICULAR

FLASHING INSTALLATION

UPPER BRII WALL PANEL
SCRUBOLT (097362)
(6" 0.C.)

RETAINER
(650209)
1/4 X 1 1/4"
HEX HD. SDS
(097230)
1' 0.C.

PANEL

CLOSURE
(B R PC L)
/-INSULATION

SCRUBOLT
(097196) (5)

PER CLOSUR J
aq'I /-PANEL TO STRUCTURAL
FASTENER 6" 0.0.
(SEE PANEL ELEVATION

FOR CALLOUT)

WALL PANEL EXTERIOR
CLOSURE (570555)
REV. DATE: 08/23/22 1 REV. NO. 00
WCB789

TOP OF ROOF

LOWER BRII WALL PANEL
SECONDARY AT B.L.

BRII PERPENDICULAR ROOF TO WALL TRANS.

WITH BRII WALL PANEL ABOVE AND BELOW

SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.

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.

D
REV:

OUT

TOP MEMBER
a
F
GIRT

II- FLUSH TO
1/4" (MAX.)

BASE ANGLE
(SHOWN)
BLDG. WIDTH

OR LENGTH

GIRT ALIGNMENT DETAIL
(CORRECT ALIGNMENT)
II
l
I 1
(
I II

MIS -ALIGNMENT
(AVOID THESE CONDITIONS)
(Z-GIRTS SHOWN, ALSO APPLICABLE FOR C-GIRTS)
REV. DATE: 06/23/22 1 REV. NO. 00
WSR065
DATE:

DRAWING SCALE:

WALL SECONDARY FRAMING ALIGNMENT

BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
BY:
11/21/2022 SEDSheet
NTS
DESCRIPTION:
10:02:31

NOT FOR CONSTRUCTION
COVERING & TRIM SED'S (e)
BUILDER: BlueScope Construction
CUSTOMER:

LOCATION: Placentia, California
PROJECT: Placentia Public Safety Center
BUILDER'S PO#:

UTLE�
Butler Manufacturing
VPC VERSION: 2022.3a
JOB #:

DATE:
9/9/2022
DRAWN/CHECK:

PAGE:
31 a division of BlueScope Buildings North America, Inc.

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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'
6'
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STRUCTURAL TUBE
8" WELDED AS SHOWN.

PLAN VIEW
7 (4) %"0 x 6" WEDGE

ANCHOR (CARBON STEEL,
SEE SHEET G1.1 FOR OPTIONS.

SUPPLIED BY INSTALLER)
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SLAB
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ELEVATION
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SCALE: 1"=1'-0"
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FOOTING OR
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4 ELEVATION
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ANCHOR (CARBON STEEL,
SEE SHEET G1.1 FOR OPTIONS.

SUPPLIED BY INSTALLER)
4 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.

W N N ti ti
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DWG. HISTORY/REVISIONS
APPROVAL DWG. COMPLETED
0 FILE\DWG.#
25914 Evidence Room_11.16.22.dwg
RAISE T.O.D.

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NEW COLUMN LAYOUT

EVIDENCE ROOM

ADD SMASHBLOCK

PLACENTIA, CA
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STRUCTURES
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COLUMN @ BASE CONNECTION
SCALE: 1"=1'-0"
Creative Steel Solutions
FCP, INC.
23100 WILDOMAR TRAIL
WILDOMAR, CA 92595
(951) 678-4571
[email protected]
CA. LICENSE # 847398
SHEET NUMBER:

S1 .1
SHEET 3 OF X
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1 1/ti" UUMIF' DECK O/
22 GA. GALV. B -DECK
Il
1 6' SLIDE GATE
1 1
42'-0"
FRAME
211-3211
/
6'-9
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35'-9211
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
1 1
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4'-10%"
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9111111 (1114)
\•

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
•
•
•
•
0 Lu
0 LL
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•
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•

CLEAR HEIGHT
o
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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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CLEAR
d
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B FLASHING TO WALL DETAIL
SCALE: 1%2"=1'-0"

APPROVED FOR ENGINEERING
AS NOTED:

NO CHANGES:

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.
•
W N N N. N.

Q CV L— a—
N N r r
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DWG. HISTORY/REVISIONS
APPROVAL DWG. COMPLETED
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FILE\DWG.#
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0 a

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.

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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1 COMMERCIAL GENERAL LIABILITY
20 37 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - OWNERS, LESSEES OR

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.

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.

Includes copyrigratd metoriati of insurance Services Office, Inc., with its permission.

Page 1 of 1 ends

Placentia City CouncilDecember 6, 2022

Placentia City Council
December 6, 2022