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HomeMy WebLinkAboutPROJECT MANUAL - 23-00077 - BYUI Benson Headhouse - Roof PROJECT MANUAL For the Construction of: 2022 Benson Headhouse Roof ing Project No. 002065 Rexburg, Idaho February 2023 990 John Adams Parkway, P.O. Box 2212, Idaho Falls, Idaho 83403 -2212 Telephone:(208)5 22-8779/Fax:(208)522 -8785 /Email:nbw@nbwarchitects.com Project Manual for 2022 Benson Headhouse Roofing BYU-I Rexburg, Idaho February 2023 ARCHITECTS: NBW Architects, P.A. 990 John Adams Parkway P.O. Box 2212 Idaho Falls, Idaho 83403 Telephone: (208) 522-8779 Fax: (208) 522-8785 BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Table of Contents - 1 - Document 00 0110 T A B L E o f C O N T E N T S PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP INTRODUCTORY INFORMATION 00 0101 PROJECT TITLE PAGE 00 0110 TABLE OF CONTENTS D I V I S I 0 N 00: P R O C U R E M E N T A N D C O N T R A C T I N G R E Q U I R E M E N T S PROCUREMENT REQUIREMENTS SUBGROUP 00 1000 S O L I C I T A T I O N 00 1116 INVITATION TO BID 00 1118 NOTICE TO BIDDERS 00 2000 I N S T R U C T I O N S FOR P R O C U R E M E N T 00 2113 INSTRUCTIONS TO BIDDERS 00 4000 P R O C U R E M E N T F O R M S AND S U P P L E M E N T S 00 4113 FORM OF PROPOSAL 00 4115 BIDDERS LIST OF SUBCONTRACT BIDS CONTRACTING REQUIREMENTS SUBGROUP 00 5000 C O N T R A C T I N G F O R M S AND S U P P L E M E N T S 00 5214 FORM OF CONTRACT 00 7000 C O N D I T I O N S O F T H E C O N T R A C T 00 7213 GENERAL CONDITIONS: FIXED SUM 00 7301 AGREEMENT BETWEEN OWNER AND CONTRACTOR SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S 01 1000 SUMMARY 01 1100 SUMMARY OF WORK 01 1400 WORK RESTRICTIONS BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Table of Contents - 2 - Document 00 0110 01 2000 PRICE AND PAYMENT PROCEDURES 01 2600 CONTRACT MODIFICATION PROCEDURES 01 2900 PAYMENT PROCEDURES 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3200 CONSTRUCTION PROGRESS DOCUMENTATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES 01 4000 QUALITY REQUIREMENTS 01 4000 QUALITY REQUIREMENTS 01 4100 REGULATORY REQUIREMENTS 01 4200 REFERENCES 01 4301 QUALITY ASSURANCE – QUALIFICATIONS 01 4523 TESTING AND INSPECTING SERVICES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 5200 CONSTRUCTION FACILITIES 01 5400 CONSTRUCTION AIDS 01 5500 VEHICULAR ACCESS AND PARKING 01 5600 TEMPORARY BARRIERS AND ENCLOSURES 01 5700 TEMPORARY CONTROLS 01 6000 PRODUCT REQUIREMENTS 01 6100 COMMON PRODUCT REQUIREMENTS 01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7300 EXECUTION 01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS FACILITY CONSTRUCTION SUBGROUP D I V I S I O N 05: M E T A L S 05 1000 S T R U C T U R A L M E T A L F R A M I N G 05 1200 STRUCTURAL STEEL FRAMING D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N 07 5000 M E M B R A N E R O O F I N G 07 5419 POLYVINYL-CHLORIDE ROOFING: PVC BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Table of Contents - 3 - Document 00 0110 07 6000 F L A S H I N G A N D S H E E T M E T A L 07 6200 SHEET METAL FLASHING AND TRIM 07 9000 J O I N T P R O T E C T I O N 07 9200 JOINT SEALANTS D I V I S I O N 08: W I N D O W S A N D D O O R S 08 6000 R O O F W I N D O W S A N D S K Y L I G H T S 08 6200 UNIT SKYLIGHTS DIVISION 09 THROUGH 49: NOT USED END OF TABLE OF CONTENTS SPECIFICATIONS 12.14.2022 Contractor Re: Invitation to Propose – 2022 BEN Headhouse Roofing Project No. – I:PROJ-002065 To Whom It May Concern: The University would like to enter into a CM/GC with a GMP contract with your company. Please submit a bid on the above-referenced project. The project consists of the following: Remodel of the Benson Greenhouse Headhouse roof to reroute storm water away from the interior of the building. The contract award will fall under the University’s Master Services Agreement and associated Contractor approval process. Construction may begin on: 02.01.2023. Construction will complete no later than: 09.08.2023. Pre-construction services are Not Needed for this project. If pre-construction services are needed a meeting will occur at , in . You will submit your proposal with your sub-contractor bids online via e-Builder no later than 01.19.2023 at 4:00 PM. A performance bond and a labor and materials payment bond for 100% of the contract will be required for any bid proposal over $250,000. We are looking forward to working with you on another great project. Sincerely, Andy Johnson Director, Architecture and Construction Management Services AJ/nm Architecture & Construction Management Services • 283 University Operations • Rexburg, ID 83460-8205 • 208-496-2650 Updated 01/22 1 Notice to Bidders NOTICE TO BIDDERS SECTION 1 – PROJECT: Project Name: 2022 BEN Headhouse Roofing Project Number: I:PROJ-002065 SECTION 2 – LOCATION: BYU-Idaho Main Campus SECTION 3 – OWNER: BYU-Idaho SECTION 4 – DESIGNER: NBW Architects SECTION 5 – STANDARD CONTRACT REQUIREMENTS: The bidder is directed to the Church of Jesus Christ of Latter-day Saints, Brigham Young University-Idaho General Conditions For A Cost Plus A Fee with GMP (November 2019). This volume is an integral part of the contract documents and is hereby made a part of the contract. SECTION 6 – TIME OF COMPLETION: Date: 09.08.2023 SECTION 7 – PRECONSTRUCTION SERVICES MEETING: Date: Time: Place: SECTION 8 – RECEIPT AND OPENING OF BIDS: Date: 01.19.2023 Time: 4:00 PM Place: e-Builder The Owner reserves the exclusive right to release all publicity relating to the proposals and the project. SECTION 9 – GENERAL CONTRACTORS: General Contractors will be by invitation only and are selected under BYU-Idaho’s Master Services Agreement. SECTION 10 – DRAWINGS: Drawings are available through e-Builder. END OF NOTICE TO BIDDERS 1 Updated 01/22 Instructions to Bidders INSTRUCTIONS TO BIDDERS SECTION 1 -- BIDDING BY INVITATION A. Bidding shall be by written invitation only. Those wanting consideration for such invitation shall apply to: Architecture and Construction Management Services BYU-Idaho 283 University Operations Building Rexburg, Idaho 83460-8205 B. The Owner reserves the right to accept or reject any or all bids. SECTION 2 -- CONTRACT DOCUMENTS A. The Contract documents may be obtained by the Contractor from: e-Builder.net B. Subcontractors and suppliers who want to obtain Contract documents (plans and specifications) may do so by contacting the invited Contractor. SECTION 3 -- CONTRACT METHOD A. All work specified is to be done under one general contract. Bids will be accepted by the Owner from prime contractors only. SECTION 4 -- INTERPRETATION OF CONTRACT DOCUMENTS A. If any Bidder doubts the true meaning of any of the Contract documents, or finds errors, discrepancies or omissions, he shall request a clarification from the Architect in writing through e-Builder. Any interpretations or corrections will be made only by written addenda duly issued by the Owner through e- Builder. Requests for clarifications must be submitted to the Architect through e-Builder at least five (5) days before bid opening. Unwritten instructions or interpretations will have no validity. B. Should discrepancies appear in the Contract documents that are not resolved by an addendum, it is expressly understood that the Contractor has used the most expensive method and/or material in its bid. SECTION 5 -- REQUIREMENTS BEFORE SUBMITTING BIDS A. The Contractor shall become thoroughly familiar with the site and structures located there (if any). The Contractor shall thoroughly examine all Contract documents in relation to all conditions that might directly or indirectly affect the contract work. The bid amount shall reflect all such conditions. SECTION 6 -- PREPARING AND SUBMITTING BIDS A. To receive consideration, a bid must be made according to the following instructions: 2 Updated 01/22 Instructions to Bidders 1. Bids shall be prepared on the BYU-Idaho Form of Proposal. All pages including the subcontractor list shall be submitted at the time of bid. 2. Bid Tabulation of Trade Subcontractors shall show the various trade bids in a manner that facilitates easy comparison and determination of the low bidder, with notations explaining post- bid adjustments and rejections. No standard format is provided. 3. Signatures shall be by those authorized to execute the Contract, or by those given authority. 4. The Contractors legal name, business address and telephone number shall be stated. 5. All bids will be submitted and received through e-Builder®. No exceptions. 6. It is the Bidder's sole responsibility to see that the bid is received at the proper time. e-Builder will not accept late bids. 7. Bidders shall accept proposals from only those subcontractors who are approved by the Owner. Contractor will not be required to contract with any Subcontractor against whom it has a reasonable objection. It will be assumed that the question of bonding subcontractors, where considered desirable or necessary by the Contractor, including the cost of such bonds, has been resolved before bids have been submitted. 8. Contractor must demonstrate that their Subcontractor procurement process is done in good-faith, competitively bid between multiple Subcontractor trades for each subcontract. If the Contractor or Owner deems it necessary to sole source a Subcontract, written justification must be submitted with said proposal and must receive Owner approval prior to entering into a Subcontractual relationship. 9. In order for the proposal to be considered valid, two or more Contractors bidding as a "joint venture" must have the written approval of the Owner before submitting a bid. All members of a joint venture shall sign the bid and an official representative of the joint venture shall be designated in the proposal. 10. The term "Guaranteed Maximum Price (GMP)" shall be understood to include all work contained in the Contract, excluding any alternates or substitutes. The Owner shall have the right to accept alternates in any order or combination. 11. Substitutes or alternates accepted by the Owner may be included in the Contract or added by Change Order. 12. Contractor shall submit all project documentation and correspondence using the Owner’s Project Management Software, e-Builder®, including, but not limited to; RFI’s, change orders, potential change orders, payment applications, inspection requests, logs, minutes, submittals; or any and all documentation as directed by Owner. SECTION 7 -- APPROVAL OF SUBCONTRACTORS A. The Owner will examine the list of subcontractors submitted with the bids. The Owner reserves the right to accept or reject any subcontract proposal. SECTION 8 -- FACTORS AFFECTING AWARD OR REJECTION OF BID A. The Owner reserves the right to reject any or all bids, or to waive any irregularities or informalities in bids received. The Owner reserves the right to accept the bid that will, in the Owner's opinion, best serve the interests of the Owner regardless of whether such bid is the lowest. SECTION 9 -- PRIOR APPROVALS AND SUBSTITUTIONS A. Several acceptable brands of equipment, manufactured articles or methods of construction may have been identified in the Contract. It is not intended to close the Contract against other brands, articles, or methods that may warrant consideration. However, unspecified materials must have prior approval by the Owner to be considered. 3 Updated 01/22 Instructions to Bidders B. Prior Approvals: Requests for approval of unspecified materials must be made to the Architect. The requests for prior approval shall be considered by the Architect if time permits and if properly documented. The Architect is not bound to consider these items despite their apparent validity. C. Fully detailed technical data, references and other information shall be furnished simultaneously with the requests for prior approval items. D. Such requests shall be reviewed by the Architect and the Owner. If accepted, the approved requests will be included in an addendum. E. The Contractor's "GMP" shall include the furnishing of only those items that are explicitly specified, or which have received prior approval by addendum. F. Substitutions: Any equipment or material supplier and any contractor or subcontractor may, at his option, submit a substitute price and product for any item specified which he feels warrants consideration by the Owner. This proposed substitution is to be listed where indicated on the bid form and shall include the amount by which the GMP would be increased or decreased. G. The Owner may accept or reject any substitute proposed. H. If requested, the Contractor shall furnish information or data concerning the substitute. The Owner may request the Contractor at his own expense to have the substitute tested by an approved testing laboratory. SECTION 10 -- FORM OF CONTRACT A. A copy of the form of the Contract the successful Bidder will be required to execute is included in this specification. SECTION 11 -- ADDENDA A. All addenda issued before bid opening shall be included in the bid and shall be a part of the Contract. SECTION 12 -- REQUIREMENTS IMMEDIATELY AFTER SIGNING THE CONTRACT A. Immediately after signing the Contract, the Contractor shall furnish the following to the Owner: 1. Executed performance, labor and material payment bonds, each in an amount equal to 100 percent of the contract sum as specified in the General Conditions. 2. Insurance certificates as specified in the General Conditions. 3. Submit a Schedule of Value (SOV) process within e-Builder to serve as a basis for making monthly payments to the Contractor. 4. A project schedule as to how he intends to construct the project. This must be, in the opinion of the Owner, a realistic method of analyzing and scheduling each component of the work. It must show when all trades or crafts start and finish their work. This schedule must be reviewed at least monthly and updated as required. A critical path method of scheduling is preferred. If the Contractor cannot produce and maintain such a schedule, this service must be obtained from an outside consultant. The schedule must be approved by the Owner's Representative before the Contractor submits the first payment request. 4 Updated 01/22 Instructions to Bidders B. The Contractor shall issue subcontracts as mutually agreed between the Owner and the Contractor. A complete list of subcontractors and major suppliers including names, addresses and telephone numbers is required within fourteen (14) days of the Owner’s subcontractor review. SECTION 13 -- DISQUALIFICATION If the above requirements are not satisfied, the bid may be disqualified at the discretion of the Owner. END OF INSTRUCTIONS TO BIDDER Updated 11/19 Form of Proposal BYU-Idaho FORM OF PROPOSAL NAME OF PROJECT 2022 BEN Headhouse Roofing PROJECT NUMBER I:PROJ-002065 NAME OF CONTRACTOR DATE OF PROPOSAL The undersigned, hereinafter referred to as the Bidder, certifies that the following facts and/or circumstances have occurred or exist relating to the proposed work for the 2022 BEN Headhouse Roofing project prepared by NBW Architects. l. That Bidder has received the contract documents for the above-entitled project. 2. That Bidder has received The Church of Jesus Christ of Latter-Day Saints BYU-Idaho Standard Contract Requirements, revised February 2018. 3. That Bidder is familiar with such documents, has examined the site of the proposed work, including availability of access, utilities, and other similar items relating to performance of the work and is thoroughly familiar with all general and local conditions which could in any way affect this work. 4. That no verbal agreements or representations with or by any officer, agent, or employee of the Owner exist or have been made to the Bidder and the Bidder in submitting this proposal is in no way relying thereon. 5. That if this proposal is accepted, Bidder will enter into a contract with the Owner in substantially the form contained in the contract documents, and will provide the bonds, insurance coverage and all other items required by the contract documents. 6. The term "Guaranteed Maximum Price (GMP)" shall be understood to include all work contained in the contract documents excluding any substitutes or alternates. The Owner will have the right to accept Alternates in any order or combination. Bidder hereby proposes to furnish all materials, labor, equipment, plant, tools, transportation, services, licenses and permits necessary for the completion of all the work set forth in the contract documents for the sum of: GMP $ Unit Price(s): NONE Allowance(s): NONE Updated 11/19 Form of Proposal Alternate(s): NONE AS FURTHER CONDITIONS OF THIS PROPOSAL: l. The Bidder agrees to complete the work on or before 09.08.2023. 2. The Bidder acknowledges receipt of addenda No. (s) . 3. The Bidder’s contractor’s license number is . 4. Is your bonding capacity adequate for this job? Yes No 5. For verification call . Telephone Number . 6. Is your license limit adequate for this job? Yes No PROPOSED SUBSTITUTE MATERIALS The total sum of the Bidder's proposal shall include the furnishing and installing of all materials, equipment, and labor as called for in the contract documents as a GMP. Hereafter give the total amount to be added or deducted for a complete installation of equipment or materials other than those specified and those approved by addendum are submitted for the Owner's consideration. All materials and equipment proposed for substitution shall be listed below and must meet the requirements of the contract documents. During the time of consideration of the proposals, complete information shall be submitted immediately to the Architect and Owner's Representative. The Contractor is referred to the Instructions to Bidders, Section 9, Prior Approvals and Substitutions for requirements relative to proposed substitutions. Proposed Substitute Manufacturer & Catalog #’s $ Add $ Deduct Updated 11/19 Form of Proposal TYPE OF BIDDER'S ORGANIZATION: Official Name of Organization Corporation, Co-partnership, Individual, or Other Address Name of Individual Members of Firm Name of President of Corporation Name of Secretary of Corporation Corporation is organized under the laws of the State of Signature ( ) )Seal( Title or Office ( ) Legal Address BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL (LIST OF SUBCONTRACTORS-MAY USE CONTRACTORS FORMAT) NAME OF PROJECT: 2022 BEN Headhouse Roofing PROJECT NUMBER: I:PROJ-002065 OWNER'S NAME: BYU-Idaho DI V . SUBCONTRACT CLASSIFICATIONS SUBCONTRACTOR USED AMOUNT GENERAL CONDITIONS For A Cost Plus A Fee With GMP Project T A B L E O F C O N T E N T S SECTION 1 GENERAL PROVISIONS SECTION 9 TIME SECTION 2 OWNER SECTION 10 PAYMENTS AND COMPLETION SECTION 3 CONTRACTOR SECTION 11 PROTECTION OF PERSONS AND SECTION 4 ADMINISTRATION OF THE PROPERTY SECTION 5 CONTRACT SUBCONTRACTORS SECTION 12 SECTION 13 INSURANCE AND BONDS UNCOVERING AND CORRECTION SECTION 6 CONSTRUCTION BY OWNER OR OF WORK BY SEPARATE CONTRACTORS SECTION 14 RESOLUTION OF DISPUTES SECTION 7 COST OF THE WORK SECTION 15 TERMINATION SECTION 8 CHANGES IN THE WORK SECTION 16 MISCELLANEOUS PROVISIONS SECTION 1 - GENERAL PROVISIONS 1.1. DEFINITIONS A. Adverse Weather: weather conditions that are seasonably abnormal and could not reasonably have been anticipated. B. Agreement: the Agreement Between Owner and Contractor for a Cost Plus A Fee With GMP Project, executed by Owner and Contractor for performance of the Work. C. Allowance: the items identified as such in the Schedule of Values. D. Change In The Work: a modification to the requirements of the Contract Documents or a delay in Substantial Completion resulting from an instruction from Owner or Consultant to Contractor or from another event or circumstance. E. Change Order: a written instrument signed by Owner, Contractor, and Consultant stating their agreement upon the following: (1) the occurrence of a Change in the Work; (2) the amount of the adjustment, if any, in the Guaranteed Maximum Price as a result of the Change in the Work; and (3) the extent of the adjustment, if any, in the Contract Time as a result of the Change in the Work. F. Construction Change Directive: a written order signed by Consultant and Owner which: (1) orders a Change in the Work if the terms of a Change Order cannot be agreed upon prior to performance of a Change in the Work described in Section 8.1 or after occurrence of an event or circumstance described in Section 8.2; and (2) states a proposed basis for adjustment, if any, in the Guaranteed Maximum Price, the Contract Time, or both, resulting from the Change in the Work. G. Consultant: the entity identified as such in the Agreement. H. Contract Documents: the documents identified as such in the Agreement. I. Contract Sum: the total amount set forth in the Agreement payable by Owner to Contractor for performance of the Work. J. Contract Time: the period of time set forth in the Agreement for the Substantial Completion of the Work. K. Contractor: the entity identified as such in the Agreement. L. Cost of the Work: the costs described in Section 7.1 necessarily incurred by Contractor in the proper performance of the Work. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 1 of 27 BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 2 of 27 M. Day: calendar day unless otherwise specifically defined. N. Defects or Defective Work: Work that does not conform to the Contract Documents or does not meet requirements of any inspection, standard, code, test or approval referred to in the Contract Documents, or that has been damaged. O. Drawings: the documents identified as such in the Agreement. P. Field Change: a written order prepared by Consultant and acknowledged by Contractor for a minor Change in the Work consistent with the general intent of the Contract Documents, resulting in no time extension and additional Cost of the Work in the amount of $1,000 or less, and that is necessary to avoid delaying the Work. Q. Guaranteed Maximum Price: the maximum amount Owner is required to pay Contractor for performance of the Work as set forth in the Agreement. R. Modification: a written amendment to the Contract Documents in the form of a: 1. Change Order; 2. Construction Change Directive; or 3. Field Change. S. Owner: the entity identified as such in the Agreement. T. Owner’s Project Management System: the e–Builder or other electronic project management system designated by Owner for the Project. U. Project: the total construction designed by Consultant of which the Work performed under the Contract Documents may be the whole or a part. V. Product Data: illustrations, schedules, performance charts, instructions, brochures, diagrams, and other information furnished by Contractor to illustrate details regarding materials or equipment to be used in the Work, or the manner of installation, operation, or maintenance of such materials or equipment. W. Project Manual: the document identified as such in the Agreement. X. Project Site: the site identified as the “Project Site” in the Agreement. Y. Samples and Mock-ups: physical examples that illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged. Z. Schedule of Values: a schedule which allocates the Guaranteed Maximum Price amongst the various portions of the Work. AA. Shop Drawings: drawings, diagrams, illustrations, schedules, performance charts, fabrication and installation drawings, setting diagrams, patterns, templates, and other data that illustrate some portion of the Work and confirm dimensions and conformance to the Contract Documents specially prepared by Contractor or any Subcontractor, manufacturer, supplier, or distributor. BB. Specifications: the documents identified as such in the Agreement. CC. Subcontractor: any entity supplying labor, materials, equipment, construction or services for the Work under separate contract with Contractor or any other Subcontractor. DD. Subcontractor’s Direct Costs: actual costs incurred by a Subcontractor for labor, materials, equipment, insurance, bonds, lower-tier Subcontractors and supervision resulting from a Change in the Work. EE. Submittals: Shop Drawings, Product Data, Samples and Mock-ups and any other documents or items furnished by Contractor or its Subcontractors to Owner or Consultant to demonstrate how any portion of the Work will be accomplished or the type of materials or products that will be used in such Work. FF. Substantial Completion: completion of the Work to a point where Owner can occupy and use the Work for its intended purposes, as evidenced by a temporary or permanent certificate of occupancy issued by the governmental entity issuing the building permit for the Project and the Consultant’s certification that Contractor has achieved Substantial Completion of the Work.. The date of Substantial Completion is the date certified as such by Consultant and accepted by Owner in accordance with the Contract Documents. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 3 of 27 GG. Unforeseen Subsurface Condition: a subsurface condition which neither Contractor nor its Subcontractors were aware of at the time the Agreement was executed and which would not likely have been discovered through a reasonable inspection of the Project Site, or through digging of test holes or other investigation Contractor might reasonably have been expected to conduct, which is materially different from the conditions represented in the Contract Documents or which might reasonably have been expected to exist under the circumstances. HH. Work: all labor, materials, equipment, construction, and services required by the Contract Documents. II. Written Notice: notice in writing given from one party to the other at the address, or e-mail (including a duplicate copy through Owner’s Project Management System) listed in the Agreement, or at such other address, or e-mail as the parties will designate from time to time by Written Notice, and will be effective at the earliest of: 1. The date of personal delivery to the other party with signed acknowledgment of receipt; or 2. The date of acknowledgement of receipt by e-mail from the other party that received the notice by e-mail: or 3. The date of receipt by the other party as stated on the return receipt if sent by registered or certified mail, or by courier. 1.2. BUSINESS INTEGRITY A. Contractor covenants and represents that it, and its employees, officers, agents, consultants and Subcontractors have not and will not pay, give or offer or promise to pay or give any money or thing of value to any government official or employee, political party, or candidate for political office (collectively, “Government Recipient”) or any other person, while knowing or having reason to know that all or a portion of such money or thing of value will be paid, given, offered or promised, directly or indirectly, to any Government Recipient, for purposes of obtaining an advantage or influencing any act or decision of a Government Recipient or inducing a Government Recipient to use his, her or its influence with the government or instrumentality thereof to affect or influence any act or decision of such government or instrumentality. B. Contractor shall ensure that any real or potential conflicts of interest are avoided and disclosed promptly to Owner. C. Contractor warrants that it has not and will not pay or receive any contingent fees, funds, kickbacks, benefits, monies, or gratuities to or from other contractors, Subcontractors (of whatever tier), including their agents, officers, employees, owners, subcontractors, or others, from whom they may be liable, to secure preferential treatment and/or to receive benefits or monies beyond the allocation fully disclosed to Owner in the Contract Documents. Contractor further warrants that it has not falsified nor will it falsify or obscure any bid, payment, or other Project related documents. 1.3. CORRELATION AND INTENT OF CONTRACT DOCUMENTS A. The intent of the Contract Documents is to require Contractor to provide all labor, materials, equipment, construction, and services necessary for the proper execution and completion of the Work. The Contract Documents are complementary and what is required by any one will be as binding as if required by all. Contractor will perform the Work in accordance with the requirements expressly set forth in or reasonably inferable from the Contract Documents. B. The organization of the Contract Documents is not intended to control Contractor in dividing the Work among Subcontractors or to establish the extent of the Work to be performed by any trade. C. Words used in the Contract Documents that have well known technical or trade meanings are used therein in accordance with such recognized meanings. D. In the interest of brevity, the Contract Documents may omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. 1.4. OWNERSHIP AND USE OF CONTRACT DOCUMENTS The Contract Documents and copies thereof are the property of Owner. Contractor will not use these documents on any other project. Contractor may retain one (1) copy of the Drawings and the Project Manual as a contract record set and will return or destroy all remaining copies following final completion of the Work. 1.5. OWNERSHIP AND USE OF RENDERINGS AND PHOTOGRAPHS Renderings representing the Work are the property of Owner. All photographs of the Work, whether taken during performance of the Work or at completion, are the property of the Owner. The Owner reserves all rights including copyrights to renderings and photographs of the Work. No renderings or photographs shall be used or distributed without written consent of the Owner. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 4 of 27 1.6. PUBLIC STATEMENTS REGARDING PROJECT Contractor will not make any statements or provide any information to the media about the Project without the prior written consent of Owner. If Contractor receives any requests for information from media, Contractor will refer such requests to Owner. 1.7. CONFIDENTIALITY / PROPERTY RIGHTS A. Owner will retain ownership and intellectual property rights in all plans, designs, drawings, documents, concepts, and materials provided by or on behalf of Owner to Contractor and to all work products of Contractor for or relative to Work performed under this Agreement, such products, services, and Work of Contractor constituting works made for hire. Contractor will not reuse any portions of such items provided by Owner or developed by Contractor for Owner pursuant to this Agreement, or disclose any such items to any third party without the prior written consent of Owner. Owner may withhold its consent in its’ absolute discretion. B. Contractor shall ensure that Contractor, Subcontractors, and the employees, agents and representatives of Contractor and its Subcontractors maintain in strict confidence, and shall use and disclose only as authorized by Owner all Confidential Information of Owner that Contractor receives in connection with the performance of this Agreement. Notwithstanding the foregoing, Contractor may use and disclose any information to the extent required by an order of any court or governmental authority, but only after it has notified Owner and Owner has had an opportunity to obtain reasonable protection for such information in connection with such disclosure. For purposes of this Agreement, “Confidential Information” means: 1. The name or address of any affiliate, customer or contractor of Owner or any information concerning the transactions of any such person with Owner; 2. Any information relating to contracts, agreements, business plans, budgets or other financial information of Owner to the extent such information has not been made available to the public by the Owner; and 3. Any other information that is marked or noted as confidential by the Owner at the time of its disclosure. 1.8. COMPLY WITH INTELLECTUAL PROPERTY RIGHTS OF OTHERS Contractor represents and warrants that no Work (with its means, methods, goods, and services attendant thereto), provided to Owner will infringe or violate any right of any third party and that Owner may use and exploit such Work, means, methods, goods, and services without liability or obligation to any person or entity (specifically and without limitation, such Work, means, methods, goods, and services will not violate rights under any patent, copyright, trademark, or other intellectual property right or application for the same). 1.9. NO COMMERCIAL USE OF TRANSACTION OR RELATIONSHIP A. Without the prior written consent of Owner, which Owner may grant or withhold in its sole discretion, neither Contractor nor Contractor’s affiliates, officers, directors, agents, representatives, shareholders, members, Subcontractors, Sub- subcontractors or employees shall make any private commercial use of their relationship to Owner or the P roject, including but not limited to: 1. By referring to this Agreement, Owner, or the Project verbally or in any sales, marketing or other literature, letters, clien t lists, press releases, brochures or other written materials except as may be necessary for Contractor to perform Contractor’s obligations under the terms of this Agreement; 2. By using or allowing the use of any photographs of the Work or any part thereof, or of any service marks, trademarks or trade names or other intellectual property now or which may hereafter be associated with, owned by or licensed by Owner in connection with any service or product; or 3. By contracting with or receiving money or anything of value from any person or commercial entity to facilitate such person or entity obtaining any type of commercial identification, advertising or visibility in connection with the Project. SECTION 2 - OWNER 2.1. OWNER’S DESIGNATED REPRESENTATIVE Owner will designate in writing a representative who will have express authority to bind Owner with re spect to all matters requiring Owner’s approval or authorization. Owner’s initial designated representative is the person identified in the Agreement to receive Written Notice for the Owner. 2.2. INFORMATION AND SERVICES REQUIRED OF OWNER A. Owner will be responsible for establishment of property lines and bench marks for Project Site development activities. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 5 of 27 B. Owner will furnish to Contractor digital copies of the Drawings, the Project Manual, and the Addenda through the Owner’s Project Management System. C. Owner will furnish to Contractor any information or services it is required to furnish under the Contract Documents with reasonable promptness to avoid delay in the orderly progress of the Work. 2.3. OWNER'S RIGHT TO INSPECT THE WORK Owner and its representatives will have the right to inspect any portion of the Work wherever located at any time. 2.4. OWNER'S RIGHT TO STOP THE WORK If Contractor fails to carry out the Work in accordance with the Contract Documents or fails to correct Work that is not in accordance with the Contract Documents in a timely manner, Owner may order Contractor in writing to stop the Work, or any portion thereof, until the cause for such order has been eliminated. SECTION 3 - CONTRACTOR 3.1. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR A. By executing the Agreement, Contractor represents that it has visited the Project Site, familiarized itself with the local conditions under which the Work is to be performed, and correlated its own observations with the requirements of the Contract Documents. B. Contractor will carefully review and compare the Contract Documents and any other available information relating to the Project prior to commencing and during performance of each portion of the Work and will immediately report to Consultant and Owner any errors, inconsistencies, and omissions it discovers. C. Should Contractor or any of its Subcontractors become aware of any question regarding the meaning or intent of any part of the Contract Documents prior to commencing that portion of the Work about which there is a question, Contractor will request an interpretation or clarification from Consultant before proceeding. Contractor proceeds at its own risk if it proceeds with the Work without first making such a request and receiving an interpretation or clarification from Consultant. If neither Contractor nor its Subcontractors become aware of the question until after work on the relevant portion of the Work has commenced, then the following precedence will govern for purposes of determining whet her resolution of the question constitutes a Change in the Work: 1. The Agreement takes precedence over all other Contract Documents. 2. The General Conditions take precedence over the Drawings and the Specifications. 3. An Addendum or a Modification takes precedence over the document(s) modified by the Addendum or Modification. 4. The Specifications take precedence over the Drawings. 5. Within the Drawings, larger scale drawings take precedence over smaller scale drawings, figured dimensions over scaled dimensions, and noted materials over graphic indications. D. Contractor will give Consultant written notice of any additional drawings, specifications, or instructions required to define the Work in greater detail, or to permit the proper progress of the Work, sufficiently in advance of the need for information so as not to delay the Work. E. It is not Contractor's responsibility to ascertain that the Contract Documents are in accordance with requirements of applicable laws, statutes, ordinances, building codes, rules and regulations. However, if Contractor observes that portions of the Contract Documents are at variance with those requirements, Contractor will immediately notify Consultant in writing. Contractor will not proceed unless Owner and/or Consultant makes Modifications to the Contract Documents required for compliance with such requirements. Contractor will be fully responsible for any work knowingly performed contrary to such requirements and will fully indemnify Owner against loss and bear all costs and penalties arising therefrom. F. Contractor will take field measurements and verify field conditions and will compare such field measurements and conditions and other information known to Contractor with the Contract Documents before ordering any materials or commenc ing construction activities. Contractor will immediately report errors, inconsistencies, and omissions that it discovers to Consultant. If Contractor orders materials or commences construction activities before taking field measurements and verifying field conditions, Contractor will not be entitled to any compensation for additional costs to Contractor resulting from field measurements or conditions different from those anticipated by Contractor which would have been avoided had Contractor taken field measurements and verified field conditions prior to ordering the materials or commencing construction activities. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 6 of 27 G. If, in the performance of the Work, Contractor encounters Unforeseen Subsurface Conditions or other Project Site conditions materially different from those indicated in the Contract Documents or other information provided by Owner or Consultant to Contractor or which could reasonably have been expected under the circumstances, Contractor will notify Consultant and Owner in writing of such differing Project Site conditions in accordance with the requirements of Section 8.2. Contractor’s failure to do so will constitute a waiver of any entitlement to an adjustment in the Contract Time or Guaranteed Maximum Price as a result of such conditions. H. Where the Contract Documents require Contractor to provide professional architectural or engineering services, Contractor will ensure that such services are performed by appropriately licensed professionals. I. Contractor will submit all project documentation and correspondence using the Owner’s Project Management System, including but not limited to RFI’s, payment applications, inspection requests, logs, minutes, submittals, change order proposals, Change Orders, or any and all other project documentation as directed by Owner. 3.2. SUPERVISION OF CONSTRUCTION PROCEDURES A. Contractor will supervise and direct the Work. Contractor will be solely responsible for all construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work. All loss, damage, liability, or cost of correcting Defective Work arising from the use of any construction means, methods, techniques, sequences or procedures will be borne by Contractor, notwithstanding that such construction means, methods, techniques, sequences or procedures are referred to, indicated or implied by the Contract Documents, unless Contractor has given timely notice to Owner and Consultant in writing that such means, methods, techniques, sequences or procedures are not safe or suitabl e, and Owner has then instructed Contractor in writing to proceed at Owner’s risk. B. Contractor will utilize its best skill, efforts, and judgment to provide efficient business administration and supervision, t o furnish at all times an adequate supply of workers and materials, and to perform the Work in an expeditious and economical manner consistent with the interests of Owner. C. Contractor will be responsible for: 1. The proper observance of property lines and set back requirements as shown in the Contract Documents; 2. The location and layout of the Work as shown in the Contract Documents with respect to the position of the Work on the property and the elevation of the Work in relation to grade; and 3. Setting and maintaining construction stakes. D. Contractor will be responsible to Owner for the acts and omissions of its employees and Subcontractors as well as persons either directly or indirectly employed by Subcontractors. E. Contractor will not be relieved of its obligation to perform the Work in accordance with the Contract Documents as a result of any tests, inspections, or approvals by Owner, Consultant or their subconsultants. F. Contractor will be responsible for inspections of portions of the Work already completed to determine that such portions are in proper condition to receive subsequent portions of the Work. G. Contractor will remedy or repair all damage or loss to the Work and/or any property of the Owner or any other party caused in whole or in part by Contractor, any Subcontractor, or anyone for whose acts they are liable. Costs incurred in remedying or repairing such damage or loss shall not constitute a Cost of the Work. H. Contractor recognizes that the Project Site and the surrounding area is frequently visited by the public and is important to Owner’s image and function and will maintain the premises free from debris and waste materials resulting from Work. At the completion of the Work, Contractor shall promptly remove construction equipment, tools, surplus materials, waste materials and debris. 3.3. LABOR AND MATERIALS A. Unless otherwise provided in the Contract Documents, Contractor will provide and pay for all labor, materials, equipment, tools, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work. B. Contractor will at all times enforce strict discipline and good order among those performing the Work and will not permit employment of any unfit person or anyone not skilled in the tasks assigned to them. C. Contractor is fully responsible for the Project and all materials and work connected therewith until Owner has accepted the Work in writing. Contractor will replace or repair at its own expense any materials or work damaged or stolen, regardless of whether it has received payment for such work or materials from the Owner. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 7 of 27 D. Contractor will be responsible for determining that all materials furnished for the Work meet all requirements of the Contract Documents. Consultant or Owner may require Contractor to produce reasonable evidence that a material meets such requirements, such as certified reports of past tests by qualified testing laboratories, reports of studies by qualified expe rts, or other evidence which, in the opinion of Consultant or Owner, would lead to a reasonable certainty that any material used, or proposed to be used, in the work meets the requirements of the Contract Documents. All such data will be furnished at Contractor’s expense. This provision will not require Contractor to pay for periodic testing of different batches of the same material, unless such testing is specifically required by the Contract Documents to be performed at Contractor’s expense. E. Contractor will coordinate and supervise the work performed by Subcontractors so that the Work is carried out witho ut conflict between trades and so that no trade, at any time, causes delay to the general progress of the Work. Contractor and all Subcontractors will at all times afford each trade, any separate contractor, or Owner, reasonable opportunity for the installation of Work and the storage of materials. F. Contractor warrants to Owner that the materials and equipment furnished for the Work will be new unless otherwise specified by the Contract Documents, and that the Work will be free from defects, and will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective in the discretion of Owner. If required by Consultant or Owner, Contract or will furnish satisfactory evidence as to the kind and quality of the materials and equipment used in performing the Work. G. Owner may elect to purchase materials required for the Work. In that event, Contractor will comply with the procedures set forth in the Contract Documents relating to such materials. 3.4. COMPLIANCE WITH LAWS Contractor will comply with all applicable laws, ordinances, rules, regulations, and orders of any public authorities relating to performance of the Work. 3.5. TAXES A. Contractor will pay all privilege, sales, use, consumer, payroll, workers compensation, unemployment, old age pension, surtax, and similar taxes assessed in connection with the performance of the Work. B. Owner will pay all taxes and assessments on the real property comprising the Project Site. 3.6. PERMITS AND FEES A. Owner will obtain and pay for all zoning and use permits and permanent easements necessary for completion of the Work. B. Contractor will obtain and pay for plan checks and the building permit. While such items will constitute a Cost of the Work, Contractor will not be entitled to charge the Contractor’s Fee for the cost of such items. C. Contractor will obtain and pay for all other permits, governmental fees, licenses and inspections necessary for the proper execution and completion of the Work. While such items will constitute a Cost of the Work, Contractor will not be entitled to charge the Contractor’s Fee for the cost of such items. D. Contractor will secure any certificates of inspection and of occupancy required by authorities having jurisdiction over the Work. Contractor will deliver these certificates to Consultant prior to issuance of the Certificate of Substantial Completion. 3.7. CONTRACTOR'S ON-SITE REPRESENTATIVE Contractor will employ a competent representative acceptable to Owner to supervise on-site the performance of the Work. This representative will be designated in writing by Contractor prior to commencement of work and will not be changed prior to completion of all punchlist items listed in the Consultant’s Certificate of Substantial Completion without prior written consent of Owner. This representative will represent Contractor for all purposes, including communication with Owner. 3.8. CONTRACTOR'S CONSTRUCTION SCHEDULES Contractor will prepare and submit for Owner's and Consultant's review and information Contractor's construction schedule for the Work in a format acceptable to Owner. The schedule will show Contractor’s proposed critical path for performance of the Work, dates for the submission of and Consultant’s review of Submittals, dates for ordering of long-lead items, and dates for delivery of Owner-furnished items. 3.9. DOCUMENTS AND SUBMITTALS AT THE PROJECT SITE Contractor will keep at the Project Site for use by Owner, Consultant, or their representatives, a record copy of the Project Manual, the Drawings, all Addenda, all Submittals and all Modifications. The Contractor will maintain these documents and other items in good order and currently marked to record changes and selections made during constructi on. In addition, BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 8 of 27 Contractor will keep at the Project site one copy of all Submittals. In addition, these currently marked documents showing changes and selections as well as all Submittals will be provided and maintained by Contractor on the Owner’s Project Management System. 3.10. SUBMITTALS A. Submittals are not Contract Documents and do not alter the requirements of the Contract Documents unless incorporated into the Contract Documents by a Modification. B. Contractor will review, approve, and submit to Consultant, through Owner’s Project Management System, Submittals in accordance with the Contract Documents. By approving Submittals, Contractor represents that it has determined and verified field measurements, field construction criteria, materials, catalog numbers, and similar data, and that it has checked and coordinated each Submittal with the requirements of the Work and of the Contract Documents. In reviewing Submittals Consultant will be entitled to rely upon Contractor’s representation that such information is correct and accurate. C. Contractor will inform Consultant in writing at the time of submission of any Submittal or portion thereof which deviates from the requirements of the Contract Documents. Contractor will provide Consultant with documentation demonstrating to Consultant that the Submittal is equal to or better than the specified product or work. Contractor will not be relieved of responsibility for deviations from the requirements of the Contract Documents by Consultant’s acceptance of a Submittal unless Contractor has informed Consultant in writing of the deviation and Consultant has incorporated the deviation into the Contract Documents by a Modification. D. Contractor will not perform any portions of the Work requiring Submittals until the respective Submittal has been reviewed and accepted in writing by Consultant. E. When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, Owner will be entitled to rely upon such certifications, and neither Owner nor Consultant will be expected to make any independent examination with respect thereto. F. Consultant is not required to take any action with respect to Submittals not required by the Contract Documents. 3.11. CUTTING AND PATCHING A. Contractor will be responsible for any cutting, fitting, and patching that may be required to complete the Work and make its parts fit together properly. All areas requiring cutting, fitting, or patching shall be restored to the condition existing pr ior to the cutting, fitting, or patching unless otherwise required by the Contract Documents. B. Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or Separate Contractors by cutting, patching, or otherwise altering such construction, or by excavation. Contractor shall not cut or otherwise alter construction by the Owner or a Separate Contractor except with the written consent of the Owner and of the Separate Contractor. Consent shall not be unreasonably withheld. 3.12. ACCESS TO WORK Contractor will permit Owner, Consultant their representatives and subconsultants access to the Work wherever located at any time. 3.13. ROYALTIES AND PATENTS Contractor will pay all royalties and license fees required by the Work or by Contractor's chosen method of performing the Work. Contractor will defend and hold Owner harmless from all suits or claims for infringement of any patent, license or other intellectual property rights or any loss on account thereof. 3.14. INDEMNIFICATION A. Contractor will indemnify, defend, and hold harmless Owner and Owner's representatives, employees, agents, architects, and consultants from and against any and all claims, damages, liability, demands, costs, judgments, awards, settlements, causes of action, losses and expenses (collectively “Claims” or “Claim”), including but not limited to attorney fees, consultant fees, expert fees, copy costs, and other expenses, arising out of or resulting from the performance of or failure to perform the Work, attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of real or personal property or intangibles, including loss of use resulting therefrom, except to the extent that such liability arises out of the negligence of Owner, its representatives, agents, and employees. This indemnity includes, without limitation, indemnification of Owner from all losses or injury to Owner’s property arising out of or resulting from performance of or failure to perform the Work, except to the extent that such loss or injury arises out of the negligence of Owner, its representatives, agents, and employees. This indemnity applies, without limitation, to include Claims occurring both during performance of the Work and/or subsequent to completion of the Work. In the event that any Claim is caused in part by the negligence of a party indemnified hereunder, that party will bear the cost of such Claim to the extent its negligence was the cause thereof. In the event that a claimant asserts a Claim for recovery against any party indemnified hereunder, the party indemnified hereunder may tender the BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 9 of 27 defense of such Claim to Contractor. Contractor will defend the party indemnified hereunder with legal counsel acceptable to the party indemnified hereunder. If Contractor rejects such tender of defense and it is later determined that the negligence of the party indemnified hereunder did not cause all of the Claim, Contractor will reimburse the party indemnified hereunder for all costs and expenses incurred by that party in defending against the Claim. Contractor will not be liable hereunder to indemnify any party for damages resulting from the sole negligence of that party. B. In addition to the foregoing, Contractor will be liable to defend Owner in any lawsuit filed by any Subcontractor relating to the Project. Where liens have been filed against Owner's property, Contractor (and/or its bonding company which has issued bonds for the Project) will obtain lien releases and record them in the appropriate county and/or local jurisdiction and provide Owner with a title free and clear from any liens of Subcontractors. In the event that Contractor and/or its bonding company are unable to obtain a lien release, Owner in its absolute discretion may require Contractor to provide a bond around the lien or a bond to discharge the lien, at Contractor's sole expense. C. In addition to the foregoing, Contractor will indemnify and hold Owner harmless from any claim of any other contractor resulting from the performance, nonperformance or delay in performance of the Work by Contractor. D. The indemnification obligation herein will not be limited by a limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or a Subcontractor under worker's compensation acts, disability benefit acts, or other employee benefit acts. E. The indemnification obligations contained herein shall survive the termination or completion of the Agreement up to a period ending the later of 10 years from the date of Substantial Completion of the Work or such longer time as permitted by law for assertion of a claim by the Owner, or by any third party against Owner, resulting from the Work. 3.15. COST CONTROL Contractor will operate a system of cost control for the Work, including regular monitoring of actual costs for activities in progress and estimates for uncompleted tasks and proposed changes. Contractor will identify variances between actual and estimated costs and report the variances to Owner when requested by the Owner. 3.16. PROJECT MEETINGS Contractor will attend and participate in Project meetings as requested by the Owner. SECTION 4 - ADMINISTRATION OF THE CONTRACT 4.1. CONSULTANT In the event that Owner terminates its contractual relationship with Consultant, Owner will appoint in writin g another consultant, whose status under the Contract Documents will be that of the former Consultant in all respects. 4.2. CONSULTANT'S ADMINISTRATION OF THE CONTRACT A. Consultant will make periodic visits to the Project Site to familiarize itself generally with the progress and quality of the Work and to observe if the Work is proceeding in accordance with the Contract Documents. Although Consultant is required to make periodic inspections, it is not required to make exhaustive or continuous onsite inspections. On the basis of its observations while at the Project Site, Consultant will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defects and deficiencies in the Work. Consultant’s failure to detect a defect or deficiency in the Work will not relieve Contractor of its duty to perform the Work in accordance with the Contract Documents. B. Consultant will review Contractor's payment requests and certify the amounts due Contractor in accordance with Section 10. C. Communications between Contractor and Owner relating to the Work will be through Consultant. Communications between Owner or Contractor with Consultant’s subconsultants relating to the Work will be through Consultant. Communications between Owner or Consultant and Subcontractors relating to the Work will be through Contractor. Communications between Contractor and any separate contractor will be through Owner or Consultant, except as otherwise specified in the Contract Documents. All written communications involving Owner (as well as written communications between Contractor and the Consultant) must satisfy the requirements of Written Notice, including submitting a duplicate copy through the Owner’s Project Management System. D. Owner and/or Consultant will have the right to reject and require removal of the following at Contractor's expense: 1. Any portion of the Work that does not meet the requirements of the Contract Documents. 2. Any portion of the Work damaged or rendered unsuitable during installation or resulting from failure to exercise proper protection. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 10 of 27 E. Consultant will have authority to stop the Work, with concurrence of Owner, whenever such stoppage may be necessary in Consultant’s reasonable opinion to insure the proper performance of the Work. F. Consultant will review Contractor’s Submittals and will accept or take other appropriate action regarding the Submittals within ten (10) working days after receipt of the Submittals. Consultant's review of the Submittals will be for the limited purpose of checking for general conformance with the Contract Documents and will not be conducted for the purpose of determining the accuracy and completeness of details such as dimensions and quantities, or for substantiating instructions for installation o r performance of equipment or systems, all of which remain the responsibility of Contractor. Consultant's review of Submittals will not relieve Contractor of its obligations under the Contract Documents. Consultant's review of Submittals will not constitute acceptance of safety precautions or construction means, methods, techniques, sequences or procedures. Consultant's acceptance of a specific item will not indicate acceptance of an assembly of which the item is a component. G. Consultant will prepare Construction Change Directives and Field Changes in accordance with Section 8. H. Consultant will conduct inspections to determine the dates of Substantial Completion and final completion, will receive and review written guarantees and related documents required by the Contract and assembled by Contractor, and will review and certify or reject Contractor's final payment request. I. Consultant or Owner will be the interpreter of the performance and requirements of the Contract Documents. Consultant's interpretations will be in writing or in the form of drawings. J. Consultant's or Owner’s decisions in matters relating to aesthetic effect will be final if consistent with the Contract Documents. SECTION 5 - SUBCONTRACTORS 5.1. AWARD OF SUBCONTRACTS FOR PORTIONS OF THE WORK A. Contractor will procure bids for subcontract work from at least three (3) qualified bidders unless Owner waives such requirement in writing. Except as provided in Section 5.1, Paragraphs B. and C. below, Contractor will enter into contracts with Subcontractors not owned, related to or controlled by Contractor to perform all portions of the Work. Subcontracts will contain payment provisions consistent with Section 10 and will not be awarded on the basis of cost plus a fee without the prior written consent of Owner. B. If Contractor wishes to self-perform any portion of the Work or subcontract such portion of the Work to an entity owned or controlled by or related to Contractor, Contractor shall: 1. Advise Owner at least thirty (30) days in advance of bid opening that Contractor wishes to self-perform such Work or subcontract it to an entity owned, controlled by or related to Contractor and request Owner’s written approval thereof; 2. Submit to the Owner Contractor’s or such related entity’s bid at least seventy-two (72) hours prior to bid opening; 3. Procure bids for such subcontract Work from at least three qualified bidders unless Owner waives such requirement in writing; and 4. Abide by Owner’s determination as to whether Contractor or another subcontractor will be used to perform such Work. C. If Owner both approves Contractor to self-perform Work and approves Contractor proceeding without obtaining bids from other Contractors, then Contractor’s overhead and profit on Work performed by Contractor’s crews will not be more than the percentage fee stated in the Agreement. D. Contractor will not contract with any Subcontractor who has been rejected by Owner. Contractor will not be required to contract with any Subcontractor against whom it has a reasonable objection. E. If Owner refuses to accept any Subcontractor proposed by Contractor, Contractor will propose an acceptable substitute to whom Owner has no reasonable objection. F. Contractor will require each Subcontractor to: 1. Be licensed by the state in which the Project is located where such licensing is required by the governing authority; 2. Be bound by the terms of the Contract Documents as far as they are applicable to the Subcontractor's work; 3. Assume toward Contractor the same obligations Contractor has assumed toward Owner, including the prompt payment of its Subcontractors; BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 11 of 27 4. Submit its applications for payment to Contractor in time to permit Contractor to make timely application to Owner; 5. Execute claim or lien releases or lien waivers for payments made by Contractor; and 6. Make all claims for Changes in the Work to Contractor in the same manner as Contractor is required to make such claims to Owner. 7. Keep detailed accounting records of all expenses incurred by the Subcontractor in performing the Work for a period of three (3) years following Substantial Completion of the Work, and provide Owner’s accountants access to all such records, including but not limited to books, records, correspondence, instructions, drawings, receipts, vendor files, purchase orders, vouchers, memoranda and other data relating to the Work during such three (3) year period. G. Contractor will not make any substitution for any Subcontractor that has been accepted by Owner and Consultant without the prior written approval of Owner and Consultant. 5.2. SUBCONTRACTUAL RELATIONS A. Contractor's responsibility for the Work includes the labor and materials of all Subcontractors, including those recommended or approved by Owner. Contractor will be responsible to Owner for proper completion and guarantee of all workmanship and materials under any subcontracts. Any warranties required for such work will be obtained by Contractor in favor of Owner and delivered to Consultant. It is expressly understood and agreed that there is no contractual relationship between Owner and any Subcontractor, and under no circumstances will Owner be responsible for the non-performance or financial failure of any Subcontractor or any effects therefrom, except to the extent that costs incurred by Contractor resulting from such non - performance or financial failure constitute part of the Cost of the Work payable by Owner to Contractor pursuant to Section 7. B. Contractor agrees to pay the Subcontractors promptly upon receipt of payment from Owner for that portion of the funds received which represents the Subcontractor's portion of the Work completed to Contractor's satisfaction for which payment was made by Owner. C. No subcontract will relieve Contractor of any of its liability or obligations to Owner under the Contract Documents. Contract or agrees that it is fully responsible to Owner for acts or omissions of Subcontractors and of persons either directly or indirectly employed by them. SECTION 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1. OWNER'S RIGHT TO PERFORM CONSTRUCTION OR AWARD SEPARATE CONTRACTS A. Owner reserves the right to perform construction itself other than the Work or to award separate contracts in connection with the Project. B. Contractor will afford other contractors reasonable opportunity to perform their work and to place and store their materials and equipment on the Project Site and will properly connect and coordinate its Work with theirs where applicable. C. Contractor will secure and protect all such other contractor materials and equipment and work on the Project Site and will hold Owner harmless from any loss or damage pertaining to its securing and protecting of the same. D. If any part of Contractor's Work depends upon the work of any separate contractor for proper performance or results, Contractor will inspect and promptly report to Consultant any apparent discrepancies or defects in such work that render it unsuitable for Contractor’s proper performance of the Work. Failure of Contractor to so inspect and report will constitute an acceptance of the work of the separate contractor as fit and proper to receive Contractor's Work, except as to defects not then reasonably discoverable. E. Contractor will promptly remedy damage caused by Contractor or any Subcontractor to the completed or partially completed work, materials or equipment of other contractors or to the property of Owner or other contractors. Costs incurred in remedying such damage shall not be a Cost of the Work. 6.2. OWNER-PURCHASED MATERIALS AND EQUIPMENT A. In addition to Contractor’s other obligations with respect to separate Owner provided work or materials, Contractor’s obligations and duties with respect to Owner-purchased materials, equipment, and work include: 1. Scheduling: The Contractor shall furnish the Owner with a schedule of dates on which the Contractor requires delivery of Owner-purchased materials. The Owner will arrange for the materials to be delivered to the construction site or picked up by Contractor on or before the specified dates. If delivery or pick up dates are changed, rescheduled, or otherwise varied from the original schedule, the Contractor shall notify the Owner in writing of delivery or pick up date rescheduling and the Contractor shall coordinate the delivery or pick up of the Owner-purchased materials or equipment directly with the supplier. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 01/22 Page 12 of 27 2. Equipment: If Owner buys equipment for Contractor’s use on the Project, Contractor will (in addition to all other obligations herein relative to such equipment) be fully and solely responsible for such equipment and the use and use consequences thereof for any and all purposes (including without limitation to protect, secure, inspect, upkeep and make repairs, and insure such equipment as well as to monitor, guide, direct, oversee, protect, and control the use and use consequences of such equipment) until completion of the Project and Contractor’s return of such equipment to Owner. 3. Pre-Installation Inspection: The Contractor shall be responsible for receiving, inspecting and storing all Owner- purchased materials and equipment until the materials or equipment are needed for installation or use by the Contractor. Regardless of any inspection performed by the Owner of the Owner-purchased materials or equipment, the Contractor shall be responsible for inspecting the Owner-purchased materials and equipment to determine suitability, quality and conformance with specifications before installation or use or at such other times as the Contractor may desire in order to avoid interruptions and delays in the progress of the Project. The Contractor shall reject any material which does not meet specifications or which appears to have any defect which may make the material unsuitable for use in the Project. The Contractor shall notify the Owner and the manufacturer or supplier of all defects and assist the Owner in arranging for the repair, replacement or correction of the defective condition. The Contractor shall not be entitled to an extension of any deadline or completion date which results from failure to discover defects which the Contractor should have discovered through an inspection. 4. Defective Materials: The Contractor acknowledges that use of improper or defective material may result in costs and damages to the Owner in excess of the value of the materials; that after use in the Project it may be difficult or impossible to inspect the material to determine the cause of any failure; and that in the event of the failure of material there may be a question as to the cause of the failure. Because the Contractor's employees will be the last to handle and inspect material prior to incorporation into the Project, the Contractor will be liable to the Owner for damages resulting from failure of Owner- purchased materials during the Contractor's warranty period specified herein from any cause whatsoever unless the Contractor provides clear and convincing proof that (1) the entire loss from a failure is covered by a valid manufacturer's or supplier's warranty, or (2) the Contractor could not have prevented the failure by complying with the requirements of this Section concerning Owner- purchased materials. 5. Claims: The Contractor agrees to assist the Owner to present claims to manufacturers and suppliers for defects in Owner-purchased materials. Where there is any question as to the division of liability between the Contractor and a manufacturer or vendor, the Contractor shall provide all relevant information in the Contractor's possession which may aid the Owner in determining the division of responsibility. The Owner shall have final approval of any proposed adjustment or settlement of warranty claims. 6. Implied Warranties: The benefit of contractual and implied warranties with respect to Owner-purchased materials and equipment shall run to the Owner and not to the Contractor. 7. Unloading: Except as otherwise provided herein, the Contractor shall be responsible for unloading all Owner- purchased materials and equipment and for verifying delivery amounts to the Owner. 8. Custody and Security: The Contractor shall use reasonable care in protecting Owner-purchased materials and equipment from loss, deterioration, damage, theft, vandalism or destruction. 9. Reports: At Owner's request, the Contractor shall furnish reports to the Project Manager demonstrating the Contractor's compliance with this Section. 10. Retained Ownership: All materials and equipment purchased by the Owner which remain after completion of the Project shall be the property of the Owner. If the Owner does not wish to retain or dispose of surplus Owner -purchased materials or equipment, the Contractor shall remove and dispose of them. B. None of the foregoing duties of the Contractor with respect to Owner-purchased materials shall prevent the Owner from exercising any prerogative of ownership of the materials or equipment. 6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among Contractor and separate contractors as to the responsibility under their separate contracts for maintaining the Project Site free from waste materials and rubbish, Owner may clean the Project Site, allocate the cost among those responsible as Owner and Consultant determine to be just, and withhold such cost from any amounts due or to become due to Contractor. SECTION 7 - COST OF THE WORK 7.1 EXPENSES INCLUDED IN THE COST OF THE WORK The Cost of the Work will include only the costs set forth in this Section 7.1 incurred by Contractor in performing the Work, subject to the exclusions set forth in Section 7.2 and the credits set forth in Section 7.3. A. Labor costs: BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 13 of 27 1. Actual wages of construction workers directly employed by and as employees of Contractor (not independent contractors) to perform the Work at the Project Site or, with Owner's approval, at off-site workshops. 2. Wages of Contractor's supervisory and administrative personnel (project managers, superintendents, engineers, coordinators, schedulers and accountants, and other clerical staff), but only for time devoted solely to the Project and recorded on time sheets. 3. Costs paid or incurred by Contractor for taxes, insurance, contributions, assessments and benefits required by law or collective bargaining agreements and, for personnel not covered by such agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions, provided such costs are based on wages and salaries included in the Cost of the Work under Section 7.1, Paragraph A., subparagraphs 1 and 2. B. Subcontract costs: 1. Payments made for the Work by Contractor to Subcontractors in accordance with the requirements of the relevant subcontracts. 2. Costs incurred by Contractor in taking over, in whole or in part, the work of a Subcontractor or replacing a Subcontractor for cause. C. Cost of materials and equipment incorporated in the Work: 1. Cost, including transportation, of materials and equipment incorporated or to be incorporated in the Work. 2. Cost of materials described in Section 7.1, Paragraph C., subparagraph 1 in excess of those actually installed but required to provide reasonable allowance for waste and spoilage. (Cost for excess materials beyond those needed for such reasonable allowance are not a Cost of the Work). D. Costs of other materials, equipment, temporary facilities and related items: 1. Reasonable costs for transportation, installation, maintenance, dismantling and removal of materials, supplies, temporary facilities, machinery, equipment, and hand tools not customarily owned by the construction workers, which are provided by Contractor at the Project Site and fully consumed in the performance of the Work; and the cost less salvage value on such items if not fully consumed, whether sold to others or retained by Contractor. The cost of items previously used by Contractor will be their fair market value. 2. Rental charges for temporary facilities, machinery, equipment, and hand tools not customarily owned by the construction workers, which are provided by Contractor at the Project Site, whether rented from Contractor or others, and costs of transportation, installation, minor repairs and replacements, dismantling and removal thereof. The quantities of and rates for such equipment rented will be subject to Owner's approval in advance. Rental rates will not exceed the prevailing rental rates in the Project locale for similar equipment. In addition, in no event shall the rental rates for Contractor-owned equipment be more than seventy-five percent (75%) of the yearly, monthly, or daily rates, as applicable, established in the current edition of Rental Rate Blue Book or seventy-five percent (75%) of the prevailing yearly, monthly, or daily rental rates, as applicable, in the locale, whichever is lowest. 3. Costs of removal of debris from the Project Site. 4. Costs of postage, parcel delivery, land line telephone service at the Project Site, reasonable petty cash expenses of the Project Site office, and copy machine services at the Project Site. (Computer, internet, network and cellular phone ch arges may be included as a Cost of the Work only as approved by the Owner in writing prior to the start of Work). 5. The reasonable travel and subsistence expenses of Contractor's personnel incurred while traveling more than 100 miles from the Contractor’s nearest office in the discharge of duties relating to the Work as agreed to in advance by Owner in writing. Reimbursement for air travel shall be at the lowest basic fare only. E. Miscellaneous costs: 1. That portion of Contractor’s premiums for insurance and bonds required by the Contract Documents and directly attributable to the Work but not benefitting any other project. (Contractor will not be entitled to a Contractor’s Fee on these costs.) 2. Privilege, sales, use or similar taxes imposed by a governmental authority which are related to the Work, including without limitation use tax on Owner provided materials which are installed by Contractor. 3. Fees or assessments for permits, licenses and inspections which are related to the Work. (Contractor will not be entitled to a Contractor’s Fee on these costs.) BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 14 of 27 4. Cost of tests except those costs which result from the fault or negligence of Contractor or anyone for whom Contractor is liable or from Contractor’s failure to perform its obligations under the Contract Documents. 5. Royalties and license fees paid for the use of a particular design, process or product required by the Contract Documents. 6. Deposits lost for causes other than Contractor's fault or negligence. (Contractor shall submit to Owner a list of refundable and lost deposits with each pay request.) 7. Legal, mediation and arbitration costs, other than those arising from disputes between Owner and Contractor, approved in advance in writing by Owner and reasonably incurred by Contractor in the performance of the Work. 8. Other costs incurred in the performance of the Work to the extent approved in advance in writing by Owner. 9. Costs incurred by Contractor in taking action to prevent threatened damage, injury or loss in case of an emergency affecting the safety of persons or property, as provided in Section 11.3 so long as such emergency was not caused by Contractor or any entity for whose acts Contractor is liable. 7.2 EXPENSES NOT INCLUDED IN THE COST OF THE WORK Notwithstanding Section 7.1, the following expenses will not be included in the Cost of the Work: A. Salaries and other compensation of Contractor's personnel stationed at Contractor's principal office or offices other than the Project Site office, except personnel providing support for the Work pursuant to Sect ion 7.1. B. Expenses of Contractor's principal office and offices other than the Project Site office. C. Overhead and general expenses, except as may be expressly included in Section 7.1. D. Incentive plans such as profit sharing and/or bonuses paid by Contractor voluntarily for any reason or that include a vesting schedule. E. Incentive awards of any kind, unless approved in advance by Owner based upon a benefit to the Project. F. Training costs, whether or not associated with the Project, unless approved in advance in writing by the Owner based upon a benefit to the Project. G. Contractor's capital expenses, including interest on Contractor's capital employed for the Work. H. Rental costs of machinery and equipment, except as specifically provided in Section 7.1, Paragraph D, subparagraph 2. I. All costs incurred in repairing or correcting Defective or damaged Work or other work or property of the Owner or other contractors or entities. J. Costs resulting from Contractor’s failure to perform any of its obligations to Owner s et forth in the Contract Documents including without limitation liquidated damages. K. Costs of food or refreshments for construction meetings or in association with the Project, unless approved in advance by the Owner based upon a benefit to the Project. L. Deductible amounts under all insurance. M. Any type of loss that would be covered by a builders risk insurance policy. N. Costs incurred in uncovering work covered prior to giving the notice required under Section 13.1. O. Any premium or additional cost resulting from “overtime” or “holiday” labor, unless agreed to in advance in by Owner. P. Any cost not specifically and expressly described in Section 7.1. Q. All costs which would cause the Contract Sum to exceed the Guaranteed Maximum Price. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 15 of 27 7.3 DISCOUNTS, REBATES, REFUNDS AND PROCEEDS OF SALES A. Cash discounts, trade discounts, rebates, refunds and the proceeds from sale of excess materials and equipment will be treated as follows: 1. Cash discounts obtained on payments made by Contractor will accrue to Owner if (1) before making the payment, Contractor included them in a payment request and received payment therefor from Owner, or (2) Owner has deposited funds with Contractor with which to make payments; otherwise, cash discounts will accrue to Contractor. 2. Trade discounts, rebates, refunds and proceeds from sales of excess materials and equipment will accrue to Owner, and Contractor will make provisions so that they can be secured. B. Amounts which accrue to Owner in accordance with the provisions of Section 7.3, Paragraphs A. and B. will be credited to Owner as a deduction from the Cost of the Work. 7.4 ALLOWANCES A. Contractor shall include in the Guaranteed Maximum Price all allowance items shown in the Contract Documents. Allowance items shall be supplied by and for such amounts as may be directed by Owner, but Contractor shall not be required to employ any person against whom Contractor has a reasonable objection. Allowance amounts shall include both labor and material costs. B. If the actual cost of performing an allowance item is less than the allowance amount for that item, Owner shall be entitled to the savings resulting therefrom and the Guaranteed Maximum Price will be reduced by a Change Order in the amount of such savings. If the actual cost of performing an allowance item is greater than the allowance amount for that item, the Guaranteed Maximum Price will be increased by a Change Order in the amount of the increased cost of performing the allowance item. SECTION 8 - CHANGES IN THE WORK 8.1. CHANGES IN THE WORK RESULTING FROM AN INSTRUCTION BY OWNER OR CONSULTANT TO CONTRACTOR A. If Owner or Consultant gives Contractor an instruction which modifies the requirements of the Contract Documents or delays Substantial Completion, Contractor or Owner may be entitled to an adjustment in the Guaranteed Maximum Price and/or the Contract Time. If compliance with the instruction will affect the cost to Contractor to perform the Work, the Guaranteed Maxi mum Price will be adjusted to reflect the reasonable net increase or decrease in the Cost of the Work, subject to the conditions set forth in Section 8.1, Paragraphs B through G. If compliance with the instruction will delay Substantial Completion, the Contract Time will be extended for a period of time commensurate with such delay subject to the conditions set forth in Section 8.1, Paragraphs B through G and Section 8.3. B. If Contractor receives an instruction from Owner or Consultant which Contractor considers to be a Change in the Work, Contractor, before complying with the instruction, will notify Consultant in writing that Contractor considers such instruction to constitute a Change in the Work. If Consultant agrees that compliance with the instruction will constitute a Change in the Work, Contractor will furnish a proposal for a Modification in accordance with Section 8.1, Paragraphs C. and D. within ten (10) days. C. If Contractor claims that it is entitled to an adjustment in the Guaranteed Maximum Price (including without limitation costs related to a time extension) as a result of an instruction by Owner or Consultant, Contractor will furnish a proposal for a Change Order containing a price breakdown itemized as required by Owner. The break down will be in sufficient detail to allow Owner to determine any increase or decrease in the Cost of the Work as a result of compliance with the instruction. Any amount claimed for Subcontractors will be supported by a similar price breakdown and will itemize the Subcontractor’s Direct Costs, profit and overhead charges resulting from the Change in the Work. Profit and overhead will be subject to the following limitations: 1. The Subcontractor’s profit and overhead will not exceed twelve percent (12%) of Subcontractor’s Direct Costs on work performed. Subcontractor’s profit and overhead will not exceed five (5) percent on work performed by its sub-subcontractors. 2. Contractor's profit and overhead on work performed by its own crews will not exceed ten percent (10%) of its Direct Costs for such work. 3. Contractor's mark up on changes to the Work will be the fee percentage stated in the Agreement. 4. Amounts due Owner as a result of a credit change will be the actual net decrease in the Contractor’s Costs of the Work to perform the Work as a result of the Change in the Work. Overhead and profit for the Change Order will be calculated based on the net increase or decrease in Contractor’s Costs of the Work resulting from the Change in the Work. D. If Contractor claims that it is entitled to an adjustment in the Contract Time as a result of an instruction from Owner or Consultant, Contractor will include in its proposal justification to support Contractor's claim that compliance with the instruction will delay Substantial Completion. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 16 of 27 E. Upon receipt of Contractor’s proposal for Modification, Consultant and Owner will determine whether to proceed with the Change in the Work. If Consultant and Owner determine to proceed with the Change in the Work, they will issue a Change Order, a Construction Change Directive or a Field Change as appropriate. F. Contractor agrees that if it complies with an instruction from Owner or Consultant without first giving written notice to Consultant as provided in Section 8.1., Paragraph B, and receiving a Change Order, Construction Change Directive or Field Change, Contractor will not be entitled to any adjustment in the Guaranteed Maximum Price or the Contract Time as a result of the instruction and waives any claim therefor. G. If Contractor is instructed to perform work which it claims constitutes a Change in the Work but which Owner and Consultant d o not agree constitutes a Change in the Work, Contractor will comply with the instruction. Contractor may submit its claim for adjustment to the Guaranteed Maximum Price, the Contract Time, or both as a dispute pursuant to Section 14 within thirty (30) Days after compliance with the instruction. Contractor agrees that if it fails to submit its claim for resolution pursuant to Section 14 within thirty (30) Days after compliance with the instruction, then Contractor will not be entitled to any adjustment in t he Guaranteed Maximum Price or the Contract Time as a result of the instruction and waives any claim therefor. H. Contractor is responsible for submitting accurate cost and pricing data to support its Change Order proposals. Contractor acknowledges that during performance of the Work, there may not be sufficient time for Owner to verify Contractor’s data supporting a Change Order proposal. Owner will have the right during performance of the Work and for a period of three (3) years after final payment to examine Contractor’s books and records to verify the accuracy and appropriateness of the pricing data used to price Change Order proposals. If Contractor has not submitted accurate cost and pricing data or has priced Change Order proposals inconsistent with the requirements of the Contract Documents, Contractor will refund to Owner any amounts over and above those allowed under the Contract Documents, irrespective of whether Owner has approved and/or signed a Change Order based upon the inaccurate or improper cost and pricing data. 8.2. CHANGES IN THE WORK RESULTING FROM AN EVENT OR CIRCUMSTANCE A. If an event or circumstance other than an instruction from Owner or Consultant affects the cost to Contractor of performing t he Work or delays Substantial Completion, Contractor may be entitled to an adjustment in the Guaranteed Maximum Price and/or the Contract Time. If the circumstance or event affects the cost to Contractor to perform the Work and is caused by a willful or negligent act or omission of Owner or Consultant or an Unforeseen Subsurface Condition, the Guaranteed Maximum Price will be adjusted to reflect the reasonable increase or decrease in the Cost of the Work resulting from the event or circumstance, subject to the conditions set forth in Section 8.2, Paragraphs B through F. If the event or circumstance delays Substantial Completion and is described in Section 8.3, Paragraph A, the Contract Time will be extended for a period of time commensurate with such delay subject to the conditions set forth in such section. Contractor will not be entitled to any adjustment to the Guaranteed Maximum Price from Owner as a result of any event or circumstance unless the event or circumstance results from a willful or negligen t act or omission of Owner or Consultant or an Unforeseen Subsurface Condition. B. If a Change in the Work results from any event or circumstance caused by the willful or negligent act or omission of Owner or Consultant or an Unforeseen Subsurface Condition, Contractor will give Owner Written Notice of such event or circumstance within twenty-four (24) hours after commencement of the event or circumstance so that Owner can take such action as is necessary to mitigate the effect of the event or circumstance. Contractor will not be entitled to any adjustment i n either the Contract Time or the Guaranteed Maximum Price based on any damages or delays resulting from such event or circumstance during a period more than twenty-four (24) hours prior to Contractor giving such Written Notice to Owner. C. Contractor will submit in writing any claims for an adjustment in the Contract Time and/or the Guaranteed Maximum Price resulting from an event or circumstance within the time limits set forth below. In the event that Contractor fails to submit its claim in writing within the time limits set forth below, then Contractor agrees it will not be entitled to any adjustment in the Contract Time or the Guaranteed Maximum Price or to any other damages from Owner due to the circumstance or event and waives any claim therefor. 1. Claims for an adjustment in the Contract Time due to Adverse Weather will be made by the tenth of the month following the month in which the delay occurred. 2. Claims for an adjustment in the Contract Time and/or the Guaranteed Maximum Price due to any other circ umstance or event will be submitted within seven (7) Days after the occurrence of the circumstance or event. D. If Contractor claims that it is entitled to an adjustment in the Guaranteed Maximum Price (including without limitation costs related to a time extension) because of an event or circumstance resulting from the willful or negligent act or omission of Owner or Consultant or an Unforeseen Subsurface Condition, Contractor will furnish a proposal for a Change Order containing a price breakdown as described in Section 8.1, Paragraph C. Any amount claimed for increased labor costs as a result of the event or circumstance must be supported by payroll documentation. Any claim for rented equipment or additional material costs must be supported by invoices. E. If Contractor claims that it is entitled to an adjustment in the Contract Time as a result of an event or circumstance caused by the willful or negligent act or omission of Owner or Consultant or an Unforeseen Subsurface Condition, Contractor will include wi th its claim copies of daily logs, letters, shipping orders, delivery tickets, Project schedules, and other supporting information necessary to justify Contractor’s claim that such delayed Substantial Completion. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 17 of 27 F. Within thirty (30) Days after receipt of Contractor's claim, Consultant will either deny the claim or recommend approval to Owner. If Owner approves the claim, the adjustment in the Contract Time and/or Guaranteed Maximum Price will be reflected in a Change Order pursuant to Section 8.5 or a Construction Change Directive pursuant to Section 8.6. If Owner or Consultant denies Contractor's claim, Contractor may submit its claim as a dispute pursuant to Section 14 within thirty (30) Days of receipt of the denial of the claim. If Contractor fails to submit its claim for resolution pursuant to Section 14 within the thirty (30) Day time period, then Contractor agrees it is not entitled to any adjustment in the Contract Time and/ or Guaranteed Maximum Price or any othe r damages as a result of the event or circumstance and waives any claim therefor. 8.3. EXTENSIONS OF TIME A. If Substantial Completion of the Project is delayed because of any of the following causes, then the Contract Time will be extended by Change Order for a period of time equal to such delay: 1. Labor strikes or lock-outs; 2. Adverse Weather; 3. Unusual delay in transportation; 4. Unforeseen governmental requests or requirements; 5. A Change in the Work resulting from an instruction by Owner or Consultant to Contractor subject to the conditions set forth in Section 8.1.; 6. Unforeseen Subsurface Condition; or 7. Any other event or circumstance caused by the willful or negligent act or omission of Owner or Consultant. B. Contractor will not be entitled to any compensation for delay described in Section 8.3, Paragraph A, subparagraphs 1, 2, 3 and 4. C. In no event will any time extension or cost adjustment be given on account of delay which reasonably should have been anticipated by the Contractor or in circumstances where performance of the Work is, was, or would ha ve been, delayed by any other cause for which the Contractor is not entitled to an extension. 8.4. DOCUMENTATION OF CHANGES IN THE WORK Every Change in the Work will be documented by a Change Order, a Construction Change Directive or a Field Change. If Owner, Consultant and Contractor reach agreement regarding the adjustment in the Guaranteed Maximum Price, if any, and the adjustmen t in the Contract Time, if any, resulting from a Change in the Work, then the parties will execute a Change Order pursuant to S ection 8.5. If Owner, Consultant and Contractor cannot reach agreement regarding the adjustment in Guaranteed Maximum Price or the adjustment in Contract Time resulting from a Change in the Work, then Owner and Consultant will issue a Construction Change Directive pursuant to Section 8.6. Field Changes require the agreement of Owner, Consultant and Contractor. 8.5. CHANGE ORDERS Contractor's signature upon a Change Order is Contractor's acknowledgment that it is not entitled to any additional adjustmen t in the Guaranteed Maximum Price or the Contract Time or any other damages or compensation as a result of the Change in the Work other than that provided for in the Change Order, irrespective of whether a subsequent claim for additional compensation or time extensions relating to the Change in the Work is described as a change in the requirements of the Contract Documents, a delay, a disruption of the Work, an acceleration of the Work, an impact on the efficiency of performance of the Work, an equitable adj ustment, or other claim and irrespective of whether the impact of the Change in the Work is considered singly or in conjunction with the impact of other Changes in the Work. 8.6. CONSTRUCTION CHANGE DIRECTIVES A. Contractor will promptly comply with all Construction Change Directives. B. Pending final resolution of any adjustment in the Guaranteed Maximum Price or Contract Time relating to a Construction Change Directive, the amounts proposed by Owner in the Construction Change Directive may be included in Contractor's payment requests once the work relating thereto is completed. C. If after the work described in the Construction Change Directive is completed, Owner, Consultant, and Contractor reach agreement on any adjustments in the Guaranteed Maximum Price and Contract Time, such agreement will be reflected in an appropriate Change Order. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 18 of 27 D. If the parties do not reach agreement regarding an adjustment to the Guaranteed Maximum Price, Contract Time, or both relating to the Construction Change Directive within thirty (30) Days of the completion of the work described therein, then Contractor may submit its claim for an adjustment pursuant to Section 14 within thirty (30) Days of the completion of such work. Contractor agrees that if it fails to submit its claim for resolution pursuant to Section 14 within thirty (30) Days of completion of the work described in the Construction Change Directive, then it will not be entitled to an adjustment in the Guaranteed Maximum Price or Contract Time resulting from such work except as set forth in the Construction Change Directive and waives any claim therefor. 8.7. FIELD CHANGES Consultant, Owner and Contractor will sign a Field Change order listing the Change In the Work before Contractor proceeds wit h the Field Change. 8.8. WAIVER OF CLAIMS Except as set forth in this Section 8, Contractor will not be entitled to any adjustment in the Guaranteed Maximum Price or the Contract Time or for any damages of any kind whatsoever resulting from an instruction from Owner or Consultant, any event or circumstance, or any act or omission of Owner or Consultant, and Contractor expressly waives any and all claims therefor. SECTION 9 - TIME 9.1. TIME IS OF THE ESSENCE All time limits stated in the Contract Documents are of the essence. By executing the Agreement, Contractor confirms that the Contract Time is a reasonable period for performing the Work. Contractor will proceed expeditiously with adequate resources a nd will achieve Substantial Completion within the Contract Time. 9.2. COMMENCEMENT OF THE WORK Contractor will not commence work on the Project Site until the date set forth in the Written Notice to proceed. However, Contractor may enter into subcontracts and secure material for the Project after receipt of the Agreement with Owner's authorized signat ure. Owner will issue the Written Notice to proceed within forty-five (45) Days after Owner receives acceptable bonds and evidence of insurance pursuant to Section 12 unless Owner earlier terminates the Agreement pursuant to Section 15. 9.3. SUBSTANTIAL COMPLETION OF THE WORK A. When Contractor believes it has achieved Substantial Completion of the Work (including having procured a temporary or permanent certificate of occupancy), it will provide Written Notice thereof to Owner and Consultant. Owner and Consultant wil l thereafter inspect the Work to determine if Contractor has achieved Substantial Completion of the Work. If so, Consultant shall issue a Certificate of Substantial Completion. B. At the time Consultant certifies that Contractor has achieved Substantial Completion, Consultant will identify the remaining items to be completed for final completion of the Work and will establish with Contractor a reasonable time for completion of those items. Consultant will set forth the items to be completed and the time established for their completion in the Certificate of Substantial Completion. 9.4. DELAY IN COMPLETION OF THE WORK A. For each Day after the expiration of the Contract Time that Contractor has not achieved Substantial Completion, Contractor wi ll pay Owner the amount set forth in the Agreement as liquidated damages for Owner's loss of use of the Project and the added administrative expense to Owner to administer the Project during the period of delay. In addition, Contractor will reimburse Owner for any additional consultant fees, attorney fees, expert fees, copy costs, and other expenses incurred by Owner as a result of the delay. The parties have agreed on this liquidated damages provision because actual damages which will result from a delay in Substantial Completion cannot readily be ascertained at the time of execution of the Agreement and the parties wish to fix such damages as a their reasonable estimate of such actual damages, and not as a penalty. Owner may deduct any liquidated damages or reimbursable expenses from any money due or to become due to Contractor. If the amount of liquidated damages and reimbursable expenses exceeds any amounts due to Contractor, Contractor will pay the difference to Owner within ten (10) Days after receipt of a written request from Owner for payment B. For each Day that Contractor exceeds the time allowed for completion of the remaining items set forth in the Certificate of Substantial Completion, Contractor will pay to Owner as liquidated damages for additional administrative expenses the amount set forth in the Agreement. In addition, Contractor will reimburse Owner for any additional Consultant's fees, attorney fees, exp ert fees, consultant fees, copy costs, and other expenses incurred by Owner as a result of the delay in completing such items. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 19 of 27 SECTION 10 - PAYMENTS AND COMPLETION 10.1. SCHEDULE OF VALUES Contractor will submit to Consultant and Owner with its signed Agreement the Schedule of Values on a form approved by Owner. The Schedule of Values will be supported by any other data required by Owner to substantiate its accuracy and will be the basis for Contractor's payment requests. Specific allowance line item amounts will not be transferred from one line item to another wit hout Owner’s consent. All contingency will be identified as line item amount and will be included in the Guaranteed Maximum Price. Contingency will not be used without Owner’s consent. 10.2. PAYMENT REQUESTS A. No more than once a month, Contractor will submit to Consultant and Owner a payment request on a form approved by Owner f or Work completed, materials stored on the Project Site, and materials stored off-site in a bonded warehouse approved by Owner, as of the date of the payment request. (If and as often as requested by Owner, Contractor will assist Owner in visiting the bond ed warehouse and validating items in the bonded warehouse.) The amount of the payment request will be based upon the Schedule of Values submitted by Contractor and will be equal to: 1. The Cost of the Work incurred by Contractor as of the last day of the prior calendar month. (Contractor will provide with the payment request supporting documentation in an electronic format approved by Owner, including Contractor’s Project cost ledger, payroll records, invoices, Subcontractor payment applications, and any other documents reasonably requested by Owner or Consultant.) 2. Plus the Contractor's Fee for the Work completed. 3. Less retention amounts specified in the Contract Documents. 4. Less all prior amounts paid by Owner to Contractor as part of the Contract Sum. 5. Less allowable offsets. The payment request may include Changes in the Work that have been performed by Contractor and authorized by Owner and/or Consultant pursuant to Section 8. If a payment request includes materials stored offsite, Contractor will include with the payment request a list of the materials, the material vendor’s invoices to Contractor, the location where they are stored and the written request of Contractor and its performance bond surety that payment be made for such materials. B. Contractor warrants and guarantees that upon the receipt of payment for materials and equipment, whether incorporated in the Project or not, title to such materials and equipment will pass to Owner free and clear of all liens, claims, security interests, or encumbrances. Notwithstanding this payment and passage of title, Contractor will remain responsible for all such materials and equipment until actual delivery to the Project Site, incorporation into the Work and final acceptance by Owner. Contractor further warrants that no material or equipment covered by a payment request is subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or any other person or entity. 10.3. PAYMENT REQUEST CERTIFICATION A. Consultant will, within seven (7) Days after receipt of Contractor's payment request, forward to Owner the payment request certified for such amount as Consultant determines is properly due. If Consultant certifies less than the full amount of the payment request, Consultant will notify Contractor and Owner of Consultant's reasons for withholding certification of the full amount requested. B. The certification of the payment request will constitute a representation by Consultant to Owner based upon Consultant's observations at the Project Site and the data comprising the payment request, that the Work has progressed to the point indicated and that, to the best of Consultant's knowledge, information, and belief, the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion, and to specific qualifications expressed by Consultant. However, the certification of the payment request will not constitute a representation that Consultant has: 1. Conducted exhaustive or continuous on-site inspections to check the quantity or quality of the Work; 2. Reviewed construction means, methods, techniques, sequences, or procedures; 3. Reviewed copies of requisitions received from Subcontractors or other data requested by Owner to substantiate Contractor's right to payment; or BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 20 of 27 4. Made examination to ascertain how or for what purpose Contractor has used money previously paid on account of the Contract Sum. C. In taking action on Contractor’s payment request, Owner will be entitled to rely on the accuracy and completeness of the information furnished by Contractor. 10.4. DECISIONS TO WITHHOLD CERTIFICATION AND PAYMENT A. Consultant may withhold certification of a payment request in whole or in part to the extent reasonably necessary to protect Owner if, in the opinion of Consultant, the representations to Owner required by Section 10.3, Paragraph B cannot be accurately made. If Consultant is unable to certify payment in the amount of the payment request, Consultant will notify Contractor and Owner as provided in Section 10.3, Paragraph A. If Contractor and Consultant cannot agree on a revised amount, Consultant will promptly certify a payment request for the amount for which Consultant is able to make such representations to Owner. Consultant may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a payment request previously certified, to such extent as may be necessary in Consultant's opinion to prot ect Owner from loss because of: 1. Defective Work not remedied; 2. Third-party claims filed or reasonable evidence indicating probable filing of such claims; 3. Failure of Contractor to make payments properly to Subcontractors for labor, materials, equipment, construction or services; 4. Reasonable evidence that the Work cannot be completed for the unpaid balance of the Guaranteed Maximum Price; 5. Damage to Owner or another contractor for which Contractor is responsible; 6. Reasonable evidence that the Work will not be completed within the Contract Time and that the unpaid bal ance will not be adequate to cover the cost of completing the Work and damages for the anticipated delay; or 7. Contractor's persistent failure to carry out the Work in accordance with the Contract Documents. B. Owner reserves the right to withhold payments to Contractor, subsequent to Consultant's certification of any payment request, in order to protect Owner from loss due to any condition described in Section 10.4, Paragraph A. Upon satisfactory resolution of any such conditions, payments so withheld will be made. 10.5. PROGRESS PAYMENTS A. Owner will pay Contractor progress payments within the parameters of Sections 10.2 through 10.4 within thirty (30) Days after: 1. Contractor has submitted a progress payment request; 2. Contractor has obtained conditional waiver and release upon progress payment documents executed by each of the subcontractors performing work and/or providing materials covered by the Contractor’s progress payment request; and 3. Owner receives the certified payment request from Consultant. B. Owner will make payments to Contractor by either placing the payments in the mail addressed to Contractor or by electronic transfer at Owner’s discretion. C. Upon receipt of any payment from Owner, Contractor will pay to each Subcontractor the amount paid to Contractor on account of such Subcontractor's portion of the Work. D. Contractor will maintain a copy of each payment request at the Project Site for review by the Subcontractors. E. No payment made under the Contract Documents, either in whole or in part, will be construed to be an acceptance of defective or improper materials or workmanship. F. Owner may withhold 5% retention from each payment request. G. Contractor will pay any unpaid retention, less any amounts withheld pursuant to Section 10.4 or other offsets, within thirty (30) Days after Contractor achieves Substantial Completion, submits its payment request for retained funds, delivers to Consultant Contractor’s Substantial Completion Affidavit and Consent of Surety fully executed by Contractor and its surety, and obtains Waiver and Release documents executed by all subcontractors and suppliers having claim against the retained funds, and Owner receives a certificate of occupancy. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 21 of 27 10.6. FINAL PAYMENT A. Upon completion of the Work including all of the remaining items of Work identified in the Certificate of Substantial Completion, Contractor will give written notice of the same to Consultant and provide Consultant with Contractor’s final payment request. Upon receipt of such notice and payment request, Consultant will promptly inspect the Work. If the Consultant finds that the Work (including all remaining items of Work identified in the Certificate of Substantial Completion) has been completed in accordance with the Contract Documents, Consultant will certify the final payment request. Following such certification, Contractor will submit to Owner its final accounting of the Cost of the Work together with its final cost ledgers in an electronic format approved by Owner. Owner's accountants will review and report in writing to the Contractor their comments on Contractor's final accounting within thirty (30) Days after delivery of the final accounting to Owner by Contractor. B. If Owner's accountants report the Cost of the Work as substantiated by Contractor's final accounting to be less than claimed by Contractor, Contractor will be entitled to submit the matter as a dispute pursuant to Section 14. Contractor will make such submission within thirty (30) Days after Contractor's receipt of the report from Owner’s accountants. If Contractor does not submit the matter as a dispute within said thirty (30) day period, the final Cost of the Work will be as determined by Owner’s accountants. Pending a final resolution of the dispute, Owner will pay Contractor the amount established by Owner’s accountants. C. Owner will make full and final payment within thirty (30) Days of the completion of all of the following requirements: 1. Consultant has declared to Owner in writing that the Work is complete; 2. Contractor has obtained and provided to Owner a permanent certificate of occupancy; 3. Contractor has obtained and provided to Consultant conditional or unconditional releases or waivers of lien from all Subcontractors performing work and/or providing labor, materials, or equipment for the Project; 4. Contractor has submitted to Owner Contractor’s final accounting for the Cost of the Work and Contractor’s final payment request as set forth in Section 10.6, Paragraph A.; 5. Owner’s accountants have reviewed and approved Contractor’s final accounting for the Cost of the Work; 6. Contractor has submitted to Owner the Contractor’s final payment request; and 7. Contractor has provided Owner with documentation (including final invoices) reconciling actual costs of insurance and bonds with the original estimates of such costs. 8. Contractor has collected and provided to Owner all manufacturers’ and other guaranties and warranties, properly signed and endorsed to Owner, that are required by the Contract Documents that extend for a period beyond one year after substantial completion. (Delivery of such guaranties and warranties will not relieve Contractor for any obligation assumed under any other provision of the Contract Documents.) D. The amount of the final payment will be calculated as follows: 1. Take the Cost of the Work which Owner’s accountants have determined is substantiated by Contractor's final accounting and Contractor's Fee, but not more than the Guaranteed Maximum Price; 2. Subtract the aggregate of previous payments made by Owner; and 3. Subtract the amount of any withholdings pursuant to Section 10.4 and other offsets that Contractor owes to Owner. E. If the aggregate of previous payments made by Owner exceeds the amount due Contractor, Contractor will reimburse the difference to Owner within ten (10) Days after receipt of Written Notice from Owner requesting such payment. F. Acceptance of final payment by Contractor or any Subcontractor will constitute a waiver of claims by the payee except for those claims previously made in writing pursuant to Section 8 and identified by Contractor in its affidavit as still pending. 10.7. AUDIT RIGHTS A. Contractor will keep full and detailed accounts of all expenses incurred in performing the Work and exercise such controls as may be necessary for proper financial management under the Contract Documents. The accounting and control systems will be satisfactory to Owner. Owner and Owner's accountants will be afforded access to Contractor's records, books, correspondence, instructions, drawings, receipts, Subcontractor files, purchase orders, vouchers, memoranda and other data relating to the Work. Contractor will preserve these documents for a period of three (3) years after final payment. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 22 of 27 B. Owner shall have the right during performance of the Work and for a period of three (3) years from the date of f inal payment, to audit all of Contractor’s books and records relating to any Cost of the Work and/or Change Orders relating to the Project. Such books and records include contracts, invoices, payment requests, accounts receivable documents, accounts payabl e documents, payroll records, time cards, leases, Subcontractor files, communications, ledgers, and any other documents relating to the Project. Contractor shall provide Owner’s employees, auditors and consultants full and complete access to such books and records during such time upon at least three (3) business days’ notice. Contractor shall permit Owner’s representatives to make copies of su ch books and records. C. In the event that Owner’s audit reveals that Contractor has been paid more than it is entitl ed to under the Contract Documents, Contractor shall refund to Owner the overpayment within ten (10) days after receipt of a demand for payment. If the amount of the overpayment exceeds one percent (1%) of the final Cost of the Work, Contractor shall also reimburse Owner for the cost of conducting the audit within ten (10) Days after receipt of the demand for payment. SECTION 11 - PROTECTION OF PERSONS AND PROPERTY 11.1. SAFETY PRECAUTIONS AND PROGRAMS Contractor will be responsible to Owner for initiating and supervising all safety programs in connection with the performance of the Work. 11.2. SAFETY OF PERSONS AND PROPERTY A. Contractor will take reasonable precautions in the performance of the Work to prevent damage, injury, or loss to the Work, persons and property. B. Contractor will give notices and comply with applicable laws, ordinances, rules, regulations, and other lawful requirements of public authorities bearing on the safety or protection of persons and property. No Work will be performed that may pose an un due safety hazard to Contractor, Contractor’s employees, or any other person. Contractor will immediately give Written Notice to Owner and Consultant of any injury to persons or property on the Project Site. C. Contractor will designate a responsible member of its organization at the Project Site whose duty will be the prevention of accidents. This person will be Contractor's on-Site superintendent unless otherwise designated in writing by Contractor to Owner and Consultant. 11.3. EMERGENCIES In case of an emergency endangering life or threatening the safety of any person or property, Contractor may, without waiting for specific authorization from Consultant or Owner, act at its own discretion to safeguard persons or property. Contractor will immediately notify Consultant and Owner of such emergency action and make a full written report to Consultant and Owner within five (5) days after the event. 11.4. HAZARDOUS MATERIALS In the event Contractor encounters on the Site material reasonably believed to be hazardous materials which have not been rendered harmless, Contractor shall immediately stop work in the area affected by the materials and report the condition in w riting to Owner and Consultant. Work in the affected area shall not be resumed until the materials have been removed or otherwise rendered harmless and the Owner and Consultant have approved recommencement of work in the affected area. 11.5. OTHER SAFETY PROVISIONS A. When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, Contractor shall exercise utmost care and carry on such activities only under the supervision of properly qualified personnel. B. Contractor shall not load or permit any part of the Work or Project Site to be loaded so as to make it unsafe. C. Contractor shall be responsible for the proper delivery, handling, application, storage, removal and disposal of all materials and substances brought to the Project Site. Contractor shall maintain at the Project Site material safety data sheets as required by law for the use of Owner, Subcontractors and others, regardless of who obtained the sheets. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 23 of 27 SECTION 12 - INSURANCE AND BONDS 12.1. CONTRACTOR'S INSURANCE A. Contractor will obtain the following insurance and provide evidence thereof as described below prior to commencement of the Work or within ten (10) Days after signing the Agreement, whichever is earlier: 1. Workers Compensation Insurance; 2. Employers Liability Insurance with limits of not less than: $1,000,000 Employers Liability Each Acc ident, $1,000,000 Employers Liability Disease - Each Employee, $1,000,000 Employers Liability Disease - Policy Limit. 3. Commercial General Liability Insurance – ISO Form CG 00 01 (12/07) or equivalent occurrence policy which will provide primary coverage to the additional insureds (the Owner and the Consultant, if any) in the event of any occurrence, claim, or suit with: a. Limits of the greater of Contractor’s actual coverage amounts or the following: 1) Each Occurrence $1,000,000 2) Personal and Advertising Injury $1,000,000 3) General Aggregate $2,000,000 4) Medical Expense (any one person) $5,000 5) Products – Comp/OPS Aggregate $2,000,000 b. Endorsements attached thereto including the following or their equivalent: 1) ISO Form CG 25 03 (05/09), Amendment of Limits of Insurance (Designated Project or Premises), describing the Project and specifying that the General Aggregate limits as shown above applies to the Project. 2) ISO Form CG 20 10 (07/04), Additional Insured –Owners, Lessees, or Contractors – Scheduled Person or Organization, naming the Owner and Consultant, if any, as additional insureds. 3) ISO Form CG 20 01 (04/13), Primary and Noncontributory, in favor of the Owner. 4. Automobile Liability Insurance, with: a. Limits of not less than $1,000,000.00 Combined Single Limit each accident; and b. Coverage applying to "Any Auto" or equivalent to all owned autos, hired autos, and non-owned autos. 5. Umbrella Liability Insurance to follow form and with coverage at least as broad as the underlying commercial general liability insurance, automobile liability insurance, and employers liability insurance policies described above. The limits of this insurance will be the greater of Contractor’s actual coverage or $5,000,000 per occurrence and in the aggregate. The Owner and Consultant, if any, are to be included as additional insureds under this umbrella policy. 6. Builder’s Risk Insurance Policy – ISO Form CP 00 20 (06/07) Builders Risk Coverage, ISO Form CP 10 30 (06/07) Causes of Loss – Special Form, including coverage for flood, or equivalent insurance forms, with the following: a. Limits of insurance in the amount of the Guaranteed Maximum Price. b. Coverage for materials stored at temporary storage locations and materials in transit. c. Owner and subcontractors included as additional named insureds. d. Deductible of not less than $5,000 per occurrence, which will be the responsibility of the Contractor (and will not be included in the Cost of the Work or be a reimbursable expense). e. Policy will be primary coverage to other property insurance. B. Contractor will provide evidence of such insurance to Owner as follows: 1. Deliver to Owner a Certificate of Insurance on ACORD 25 (2010/05) or equivalent: a. Listing Owner as Certificate Holder and listing Owner and Consultant as Additional Insured on general liabili ty and any umbrella or excess liability policies. b. Attaching endorsements, as listed above. (Copies of all endorsements are to be included with the Certificate of Insurance). BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 24 of 27 c. Indicating that the insurance provider will endeavor to provide the Owner with advanced notice of cancellation or nonrenewal of the insurance coverage required herein. d. Listing insurance companies providing coverage. All companies listed must be rated “A-,” “VII” or better in the current edition of A.M. Best Company’s Key Rating Guide. e. Identifying the name, address, and telephone number of the producer. The certificate is to bear the signature of the authorized representative of the producer. 2. Deliver to Owner a Certificate of Insurance on ACORD 27, Evidence of Property Insurance, for the Builder’s Risk Insurance Policy, identifying the Project as defined in the Contract, submitted to Owner, attaching the endorsement giving evidence that the Owner and all Subcontractors are listed as named insureds on the Builder’s Risk Policy. C. Contractor will maintain, from commencement of the Work, Insurance coverage required in Section 12.1 as follows: 1. Commercial General Liability Insurance through expiration of warranty period specified in Section 13.2, Paragraph B. including completion of any warranty repairs; 2. Builders' Risk Insurance through Substantial Completion; and 3. All other insurance through final payment. D. In the event of a loss, or upon request by Owner, Contractor will provide Owner with a copy of required insurance policies above. E. Owner reserves the right to reject any insurance company, policy, endorsement, or certificate of insurance with or without cause. F. Owner may, in writing and at its sole discretion, modify the insurance requirements. G. Waiver of Subrogation: Contractor waives all rights against Owner and other additional insureds for recovery of damages to the extent these damages are covered by existing insurance, including without limitation general liability, umbrella liability, auto liability, workers compensation and employer’s liability, builder’s risk, and professional liability. To the maximum extent permitted by law, Contractor hereby waives all rights of subrogation against Owner. In addition and without limiting the foregoing, Contractor will ensure that all insurance policies required herein will be indorsed to include waivers of subrogation in favor of Owner 12.2. PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND A. Prior to commencement of the Work or within ten (10) Days after signing the Agreement, whichever is earlier, Contractor will furnish to Owner a performance bond and a labor and material payment bond each in an amount equal to one hundred percent (100%) of the Guaranteed Maximum Price as security for all obligations arising under the Contract Documents. Such bonds will: 1. Be written on Form AIA Document A312 (2010). 2. Be issued by a surety company or companies licensed in the state in which the Project is located and holding valid certificates of authority under applicable federal insurance law as acceptable sureties or reinsurance companies on federal bonds. 3. Have a penal sum obligation not exceeding the amount permitted by law and the authorization shown in the current revision of Circular #570 as issued by the United States Treasury Department, i.e. “Treasury List”. 4. Be accompanied by a certified copy of the power of attorney stating the authority of the attorney-in-fact executing the bonds on behalf of the surety. B. All Subcontractor performance and payment bonds, if any, shall name Contractor and Owner as Obligee. C. Owner reserves the right to reject any surety company, performance bond, or labor and material payment bond with or without cause. SECTION 13 - UNCOVERING AND CORRECTION OF WORK 13.1. UNCOVERING OF WORK Contractor will notify Consultant and Owner at least twenty-four (24) hours in advance of performing work which would cover up work or otherwise make it difficult to perform inspections required by the Specifications or by applicable governing authorities. Should any such work be covered without proper notification having been given to Consultant, Contractor will uncover that work for inspection and provide any necessary restoration at its own expense. Such expense will not be a Cost of the Work. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 25 of 27 13.2. CORRECTION OF WORK A. Contractor will promptly correct any portion of the Work which is rejected by Consultant or Owner, or which fails to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated , installed, or completed. Contractor will bear the cost of correcting such rejected Work, including additional testing and inspection costs, compensation for Consultant's and Owner’s services, and any other expenses made necessary thereby. Such costs shall not constitute a Cost of the Work. B. Contractor will remedy any Defects due to faulty materials, equipment, or workmanship which appear within a period of one (1) year from the date of Substantial Completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents. Contractor will pay all costs of correcting faulty work, including additional Consultant's fees, attorney fees, expert fees, consultant fees, copy costs, and other expenses when incurred. Such costs shall not constitute a Cost of the Work. C. Nothing in the Contract Documents will be construed to establish a period of limitation within which Owner may enforce the obligation of Contractor to comply with the Contract Documents. The one (1) year period specified in paragraph 13.2.B. has no relationship to the time within which Owner may enforce compliance with the Contract Documents, nor to the time within which proceedings may be commenced to establish Contractor's liability with respect to Contract or's obligations. 13.3. ACCEPTANCE OF NONCONFORMING WORK A. If Owner prefers to accept any portion of the Work not in conformance with the Contract Documents, Owner may do so instead of requiring removal and correction of the nonconforming Work. In that event, the Contract Sum will be reduced by an amount agreed upon by the parties which reflects the difference in value to Owner between the Work as specified and the nonconforming Work. The Guaranteed Maximum Price will also be reduced by an amount identical to the reduction in the Contract Sum. Such adjustment may consider increased maintenance costs, early replacement costs, increased inefficiency of use, and the like and will be effective whether or not final payment has been made. Such adjustment will be reflected in a Change Order pursuant to Section 8.5. B. Usage by Owner or Consultant of mechanical devices, machinery, apparatus, equipment, or other work or materials supplied under the Contract Documents prior to written acceptance by Owner, will not constitute Owner's acceptance. SECTION 14 - RESOLUTION OF DISPUTES 14.1. PROCEDURE In the event there is any dispute arising under this Agreement which is not resolved by agreement between the parties, either party may give submit the dispute with all documentation upon which it relies to Owner’s University Resources Vice President, 525 South Center Street, Rexburg, Idaho, 83460, who will convene a dispute resolution conference within thirty (30) Days after receipt of such submission. The parties agree to participate in such dispute resolution conference in good faith with a goal toward resolving their dispute. The dispute resolution conference will constitute settlement negotiations and any settlement proposal made pursuant to the conference will not be admissible as evidence of liability. In the event that the parties do not resolve their dispute pursuant to the dispute resolution conference, either party may commence legal action to resolve the dispute. Any such action must be commenc ed within six (6) months from the first Day of the dispute resolution conference or be time barred. Submission of the dispute to the University Resources Vice President as outlined above and good faith participation in the dispute resolution conference are conditions precedent to the right to commence legal action to resolve any dispute. In the event that either party commences legal action to adjudicate any dispute without first submitting the dispute to the University Resources Vice President and participating in the dispute resolution conference, the other party will be entitled to obtain an order dismissing the litigation without prejudice and awarding such other party any costs and attorney fees incurred by that party in obtaining the dismissal, including without li mitation copy costs, travel costs and expert and consultant fees and expenses. 14.2. CONTRACTOR TO PROCEED WITH DILIGENCE Pending final resolution of a dispute hereunder, Contractor will proceed diligently with the performance of its obligations u nder this Agreement. SECTION 15 - TERMINATION 15.1. TERMINATION BY CONTRACTOR In the event Owner materially breaches any term of the Contract Documents, Contractor will promptly give Written Notice of the breach to Owner. If Owner fails to cure the breach within ten (10) Days of the Written Notice, Contractor may terminate the Agreement by giving Written Notice to Owner and recover from Owner, subject to the Guaranteed Maximum Price, the Cost of the Work through the date of termination plus the percentage of the Contractor’s Fee thereon, less any offsets. Contractor will not be entitled to unearned profits or any other compensation or damages as a result of the termination and hereby waives any claim therefor. Contractor will provide to Owner all warranty, as built, inspection, and other close out documents as well as materials which Contractor has in its possession or control at the time of termination. Without limitation, Contractor’s indemnities and obli gations BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 26 of 27 under section 3.14 as well as all warranties in the specifications relative to Work provided through the date of termination survive a termination hereunder. 15.2. TERMINATION BY OWNER FOR CAUSE Should Contractor fail to provide Owner with the bonds and certificates of insurance required by Section 12 within the time s pecified therein, make a general assignment for the benefit of its creditors, fail to apply enough properly skilled workmen or specified materials to properly prosecute the Work in accordance with Contractor’s schedule, or otherwise materially breach any provisi on of the Contract Documents, then Owner may, without any prejudice to any other right or remedy, give Contractor Written Notice thereof. If Contractor fails to cure its default within ten (10) days, Owner may terminate the Agreement by giving Written Notice to C ontractor. In such case, Owner may, in Owner’s sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor and/or take possession of the premises and all materials, tools, equipment, and appliances thereon, and finish the Work by whatever method Owner deems expedient. Contractor will not be entitled to receive any further payment of outstanding Costs of the Work or Contractor’s Fee thereon (less offsets and subject to the Guaranteed Maximum Price) until the Work is finished. Contractor will also be liable to Owner for reimbursement of all additional administrative, architectural, consultant, and legal expenses (including without limitation attorney fees, expert fees, copy costs, and other expenses) incurred by the Owner relative to the Owner’s termination for cause. In addition, should Owner’s expense to complete the Work exceed the Guaranteed Maximum Price, Contract or will be liable to pay the difference to Owner. Contractor will provide to Owner all warranty, as built, inspection, and other close out documents as well as materials which Contractor has in its possession or control at the time of termination. Without limitati on, Contractor’s indemnities and obligations under section 3.14 as well as all warranties in the specifications relative to Work provided through the date of termination survive a termination hereunder. 15.3. TERMINATION BY OWNER FOR CONVENIENCE Notwithstanding any other provision contained in the Contract Documents, Owner may, without cause and in its absolute discretion, terminate the Agreement at any time. In the event of such termination, Contractor will be entitled to recover from Owner, subject to the Guaranteed Maximum Price, the Cost of the Work through the date of termination plus the percentage of the Contractor’s Fee thereon, less any offsets. Contractor will not be entitled to unearned profits or any other compensation as a result of the t ermination and hereby waives any claim therefor. Contractor will provide to Owner all warranty, as built, inspection, and other close out documents as well as materials which Contractor has in its possession or control at the time of termination. Owner may, in Ow ner’s sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor. Without l imitation, Contractor’s indemnities and obligations under section 3.14 as well as all warranties in the specifications relative to Work provided through the date of termination survive a termination hereunder. SECTION 16 - MISCELLANEOUS PROVISIONS 16.1. GOVERNING LAW The parties acknowledge that the Contract Documents have substantial connections to the State of Idaho. The Contract Documents will be deemed to have been made, executed, and delivered in Rexburg, Idaho. To the maximum extent permitted by law, (i) the Contract Documents and all matters related to their creation and performance will be governed by and enforced in accordance with the laws of the State of Idaho, excluding conflicts of law rules; and (ii) all disputes arising from or related to the Con tract Documents will be decided only in a state or federal court located in or near Rexburg, Idaho and not in any other court or state. Towar d that end, the parties hereby consent to the jurisdiction of the state and federal courts located in Idaho and waive any other venue to which they might be entitled by virtue of domicile, habitual residence, place of business, or otherwise. 16.2. NO WAIVER No action or failure to act by Owner, Consultant, or Contractor will constitute a waiver of a right or duty afforded them under the Contract Documents, nor will such action or failure to act constitute approval of or acquiescence in a breach thereunder, exc ept as may be specifically agreed in writing. 16.3. RULE OF CONSTRUCTION Owner and Contractor agree that the Contract Documents will be deemed to have been drafted by both Owner and Contractor and will not be construed against either Owner or Contractor because of authorship. 16.4. SEVERABILITY Notwithstanding anything to the contrary herein, the invalidity or unenforceability of any provision of the Contract Documents shall not affect the validity and enforceability of any other provision of the Contract Documents. 16.5. ENFORCEMENT In the event either party commences legal action to enforce or rescind any term of the Contract Documents, the prevailing party will be entitled to recover its attorney fees and costs, including without limitation all copy costs and expert and consultant fees and expenses, incurred in that action and on all appeals, from the other party. BYU Idaho General Conditions For A Cost Plus A Fee With GMP Project 02/22 Page 27 of 27 16.6. TESTS AND INSPECTIONS A. Owner and Consultant have the right to have tests made when they deem it necessary. Tests conducted by Owner or Consultant will be paid for by Owner. Should a test reveal a failure of the Work to meet Contract Document requirements, the cost of the test as well as subsequent tests related to the failure necessary to determine compliance with the Contract Documents will be paid for by Owner, with the cost thereof deducted from the Contractor’s Fee by Modification. B. Tests will be made in accordance with recognized standards by a competent, independent testing laboratory. Materials found defective or not in conformity with Contract Document requirements will be promptly replaced or repaired at the expense of Contractor. A. Owner and Consultant have the right to obtain samples of materials to be used in the Work and to test samples for determining whether they meet Contract Document requirements. Samples required for testing will be furnished by Contractor and selected a s directed by Consultant. Samples may be required from the sample's source, point of manufacture, point of delivery, or point of installation at Consultant's discretion. Samples not required as a Submittal in the Specifications will be paid for by Owner. Should tests reveal a failure of the Sample to meet the Contract Document requirements, Contractor will provide other Samples which comply with the requirements of the Contract Documents at no cost to Owner. 16.7. TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES Temporary or trial usage by the Owner of mechanical devices, machinery, apparatus, elevators, equipment or other work or materials supplied under this Contract shall not be construed as evidence of the Owner's acceptance. 16.8. OWNERSHIP OF ARTIFACTS All historical artifacts found on the Project Site, including but not limited to construction materials, building elements, jewelry, memorabilia, coins or money, paper or documents, are and will be treated by the parties as being the property of Owner. All such artifacts discovered by Contractor or Subcontractors on the Project Site will be promptly surrendered to Owner. END OF DOCUMENT 4818-4868-7749, v. 3 BYU Idaho Agreement between Owner and Contractor for a Cost Plus a Fee with GMP Project Page 1 of 3 AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR A COST PLUS A FEE WITH GMP PROJECT Brigham Young University-Idaho (“Owner”) and (“Contractor”) hereby enter into this Agreement between Owner and Contractor for a Cost Plus a Fee with GMP Project (“Agreement”) and agree as follows: 1. Project. Project Name: 2022 BEN Headhouse Roofing (“Project”) Project Address: (“Project Site”) 2. Scope of the Work. Contractor will furnish all labor, materials, equipment, construction, and services necessary to complete the Work in accordance with the Contract Documents. 3. Contract Documents. a. The Contract Documents consist of: 1) This Agreement; 2) The General Conditions for a Cost Plus a Fee with GMP Project (“General Conditions”) contained in the Project Manual titled and prepared by (“Consultant”); 3) The Specifications contained in the above-referenced Project Manual; 4) The Drawings prepared by Consultant entitled . 5) Addenda Numbered: ; and dated 6) All Modifications to the Contract Documents. b. The Contract Documents are incorporated into this Agreement by reference as if fully set forth herein. c. The definitions set forth in the General Conditions will apply to the Contract Documents. d. The Contract Documents contain the entire and integrated agreement between the parties hereto and supersede all prior negotiations, representations, or agreements, either written or oral. e. Modifications or other amendments to the Contract Documents must be in writing and as provided in the General Conditions. 4. Contract Sum. a. Owner will pay Contractor for performance of Contractor’s obligations under the Contract Documents the Contract Sum consistin g of: 1) the Cost of the Work as defined in the General Conditions; plus 2) the Contractor’s Fee which will be % of the final Cost of the Work (less that portion of the Cost of the Work pertaining to Contractor’s premiums for insurance and bonds and amounts paid for permits, licenses and inspections), as adjusted in accordance with the Contract Documents. b. Notwithstanding Section 5.a above or any other provision of the Contract Documents, Contractor guarantees that the Contract Sum will not exceed the Guaranteed Maximum Price which will be $ , as BYU Idaho Agreement between Owner and Contractor for a Cost Plus a Fee with GMP Project Page 2 of 3 adjusted in accordance with the Contract Documents. Contractor will not be entitled under any condition to receive from Owner any amount in excess of the Guaranteed Maximum Price. 5. Time of Commencement and Substantial Completion. a. Contractor will not commence the Work until after . b. Contractor will achieve Substantial Completion and have the Work ready for Owner’s inspection no later than the . c. Time is of the essence of the Contract Documents. 6. Delay in Completion of the Work. a. The amount of liquidated damages to be paid to the Owner for delays in Substantial Completion under General Conditions Section 9.4, Paragraph A is $600 per day. b. The amount of liquidated damages to be paid to the Owner for delays in completing work itemized on the Substantial Compl etion Certificate under General Conditions Section 9.4., Paragraph B is $600 per day. 7. Independent Contractor Relationship. Contractor is an independent contractor and is not the agent or employee of Owner. 8. Assignment. Contractor will not assign any right or obligation hereunder without the prior written consent of Owner, which consent may be granted or withheld in Owner's absolute discretion. Contractor will not assign moneys due or to become due to Contractor hereunder, nor will Contractor pledge the credit of Owner or bind Owner to any third party. 9. Work Restrictions. Contractor will ensure that it and its agents, employees and sub-contractors: a. Do not use or consume alcohol or cannabis, or illegally use drugs, upon the Project Site or enter upon the Project Site or perform any Work while under their influence; b. Do not smoke or vape anything on the Project Site; Do not use tobacco in any form on the Project Site; c. Do not perform Work on the Project Site on Sundays; d. Refrain from using profanity or being discourteous or uncivil to others on the Project Site or while performing services under this Agreement; e. Do not view or allow pornographic or other indecent materials on the Project Site; f. Do not play obnoxious and/or loud music on the Project Site; Do not play any music within existing facilities; g. Refrain from wearing immodest, offensive or obnoxious clothing while on the Project Site; and h. Do not bring weapons onto the Project Site. 10. Notice. The parties hereby designate the following mailing addresses and email addresses to be used for sending Written Notice to the other party: To Owner: Attention: 525 South Center Street Rexburg, Idaho 83460-8205 208-496-2651 AND with a duplicate copy submitted through Owner’s Project Management System. To Contractor: Attention: , BYU Idaho Agreement between Owner and Contractor for a Cost Plus a Fee with GMP Project Page 3 of 3 11. Effective Date. The effective date of this Agreement is the date indicated by the Owner’s signature. Client: Contractor: Brigham Young University-Idaho By: President – BYU-Idaho Date Authorized Representative Print Name: University Resources Vice President – BYU-Idaho Date Title: University Operations Managing Director – BYU-Idaho Effective Date Date: Fed. I.D. : Contractor License No.: v. 3 Table of Contents - 1 - 01 0000 D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S 01 1000 SUMMARY 01 1100 SUMMARY OF WORK 01 1400 WORK RESTRICTIONS 01 2000 PRICE AND PAYMENT PROCEDURES 01 2600 CONTRACT MODIFICATION PROCEDURES 01 2900 PAYMENT PROCEDURES 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3200 CONSTRUCTION PROGRESS DOCUMENTATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES 01 4000 QUALITY REQUIREMENTS 01 4000 QUALITY REQUIREMENTS 01 4100 REGULATORY REQUIREMENTS 01 4200 REFERENCES 01 4301 QUALITY ASSURANCE – QUALIFICATIONS 01 4523 TESTING AND INSPECTING SERVICES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 5200 CONSTRUCTION FACILITIES 01 5400 CONSTRUCTION AIDS 01 5500 VEHICULAR ACCESS AND PARKING 01 5600 TEMPORARY BARRIERS AND ENCLOSURES 01 5700 TEMPORARY CONTROLS 01 6000 PRODUCT REQUIREMENTS 01 6100 COMMON PRODUCT REQUIREMENTS 01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7300 EXECUTION 01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS END OF TABLE OF CONTENTS BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Summary of Work 1 01 1100 SECTION 01 1100 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements Summary of Work requirements. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. Provisions contained in Division 01 apply to Sections of Divisions 02 through 49 of Specifications. Instructions contained in Specifications are directed to Contractor. Unless specifically provided otherwise, obligations set forth in Contract Documents are obligations of Contractor. B. Contractor shall furnish total labor, materials, equipment, and services necessary to perform The Work in accordance with Contract Documents. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Work Restrictions 1 01 1400 SECTION 01 1400 WORK RESTRICTIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Work Restrictions. 1.2 PROJECT CONDITIONS A. During construction period, Contractor will have use of premises for construction operations. Contractor will ensure that Contractor, its employees, subcontractors, and their employees comply with following requirements: 1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site beyond Contract limits. 2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project site. 3. Do not allow use of tobacco in any form on Project Site. 4. Do not allow pornographic or other indecent materials on site. 5. Do not allow work on Project site on Sundays except for emergency work. 6. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing The Work. 7. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on Project Site. 8. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music within existing facilities. 9. Do not build fires on Project Site. 10. Do not allow weapons on Project Site, except those carried by law enforcement officers or other uniformed security personnel who have been retained by Owner or Contractor to provide security services. B. Do not load or permit any part of the structure to be loaded with a weight that will endanger its safety. Questions of structural loading as part of construction means and methods shall be addressed by a licensed structural engineer engaged by Contractor, subject to the review by Architect. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Contract Modification Procedures 1 01 2600 SECTION 01 2600 CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for handling and processing Contract Modifications. B. Related Requirements: 1. Section 01 3100 “Project Management and Coordination” for use of Owner’s internet-based Project Management Software for hosting and managing project communication and documentation. 1.2 REQUESTS FOR INFORMATION (RFI's) A. Immediately upon discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 1. Architect will return RFIs submitted to Architect by other entities controlled b y Contractor with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: 1. Project name. 2. Project number. 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches. C. RFI Forms: 1. Forms and attachments shall be electronic files in Adobe PDF format submitted to Owners internet-based project management software. D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. 1. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Contract Modification Procedures 2 01 2600 b. Requests for approval of substitutions. c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Propo sal according to Section 012600 "Contract 4. Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response. E. RFI Log: An RFI log will be maintained in Owner’s internet-based project management software. Contractor shall ensure that RFI log remains current and accurate. F. On receipt of Architect's action, review response and notify Architect within seven days if Contractor disagrees with response. 1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. 1.3 MINOR CHANGES IN THE WORK A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on the Owner’s internet-based project management software. 1.4 CONSTRUCTION CHANGE DIRECTIVES A. Construction Work Change Directives: Architect may issue a Construction Work Change Directive on Owner’s internet-based project management software. Construction Change Directives instructs Contractor to proceed with a change in the Work, for subsequent incl usion in a Change Order. 1. Construction Work Change Directive contains a complete description of change in rhe Work. It also designates method to be followed to determine change in the Contract Sum and/or the Contract Time. B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Work Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 1.5 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request or 20 days, when not otherwise specified, after rec eipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Contract Modification Procedures 3 01 2600 a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor and supervision directly attributable to the chan ge. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. e. Quotation Form: Use Owner’s online form. B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect. 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amount s of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. 6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified. 7. Proposal Request Form: Use Contractor’s and Owner’s online form. 1.6 CHANGE ORDERS A. On Owner’s approval of a Proposal Request, Architect will issue a Change Order for Owner’s and Contractor’s signatures. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Payment Procedures 1 01 2900 SECTION 01 2900 PAYMENT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements to prepare and process Applications for Payments. 1.2 PAYMENT REQUESTS A. Submit payment applications on Owner’s online project management system.. B. Each Payment Request will be consistent with previous requests and payments certified by Architect and paid for by Owner. C. Request Preparation: 1. Complete every entry on Payment Request form. 2. Entries will match data on approved schedule of values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. 3. Submit signed Payment Request to Architect with current Construction Schedule. D. Provide following submittals before or with submittal of Initial Payment Request: 1. List of Subcontractors. 2. Initial progress report. 3. Contractor's Construction Schedule. 4. Submittal Schedule. E. Provide Affidavit of Contractor and Consent of Surety with Payment Request following Substantial Completion. 1.3 SCHEDULE OF VALUES A. Submit schedule of values on Owner’s standard form to Architect 20 days minimum before submission of Initial Payment Request as a necessary condition before payment will be processed. Coordinate preparation of schedule of values with preparation of Contractor's Construction Schedule. Correlate line items in Schedule of Values with other required administrative schedules and forms, including: 1. Contractor's Construction Schedule. 2. Payment Request form. 3. Schedule of Allowances. 4. Schedule of Alternates. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Project Management and Coordination 1 01 3100 SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Project Management and Coordination on Projects. 1.2 PROJECT COORDINATION A. Project designation for this Project is “2022 BEN Headhouse Roofing”, Project Number I:PROJ- 002065. B. This Project designation will be included on documents generated for Project by Contractor and Subcontractors, or be present on a cover letter accompanying such documents. 1.3 MULTIPLE CONTRACT COORDINATION A. Contractor shall be responsible for accurately maintaining and reporting schedule of The Work from Notice to Proceed to date of Substantial Completion. B. Contractor shall be responsible for providing Temporary Facilities And Controls for those who perform work on Project from Notice to Proceed to date of Substantial Completion. C. Contractor shall be responsible for providing Construction Waste Management And Dis posal services for those who perform work on Project from Notice to Proceed to date of Substantial Completion. D. Contractor shall be responsible for Final Cleaning for entire Project. 1.4 PROJECT MEETINGS AND CONFERENCES A. Preconstruction Conference: 1. Attend preconstruction conference and organizational meeting scheduled by Architect at Project site or other convenient location. 2. Be prepared to discuss items of significance that could affect progress, including such topics as: a. Construction schedule. b. Critical Work sequencing. c. Current problems. d. Designation of responsible personnel. e. Distribution of Contract Documents. f. Equipment deliveries and priorities. g. General schedule of inspections by Architect and its consultants. h. General inspection of tests. i. Office, work, and storage areas. j. Preparation of record documents and O & M manuals. k. Procedures for processing interpretations and Modifications. l. Procedures for processing Payment Requests. m. Project cleanup. n. Security. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Project Management and Coordination 2 01 3100 o. Status of permits. p. Submittal of Product Data, Shop Drawings, Samples, Quality Assurance / Control submittals. q. Use of the premises. r. Work restrictions. s. Working hours. 3. Contractor will record minutes of meetings and distribute copies to Owner within three (3) working days. B. Progress Meetings: 1. Attend progress meetings at Project site at regularly scheduled intervals determined by Architect, at least once a month. 2. Progress meetings will be open to Owner, Architect, Subcontractors, and anyone invited by Owner, Architect, and Contractor. 3. Be prepared to discuss items of significance that could affect progress, including following: a. Progress since last meeting. b. Whether Contractor is on schedule. c. Activities required to complete Project within Contract Time. d. Labor and materials provided under separate contracts. e. Off-site fabrication problems. f. Access. g. Site use. h. Temporary facilities and services. i. Hours of work. j. Hazards and risks. k. Project cleanup. l. Quality and Work standards. m. Status of pending modifications. n. Documentation of information for Payment Requests. o. Maintenance of Project records. 4. Architect will prepare minutes of progress meetings and distribute copies of minutes to Owner and Contractor within three (3) working days. C. Pre-Installation Conferences: 1. Attend pre-installation conferences specified in Contract Document. a. If possible, schedule these conferences on same day as regularly scheduled Progress Meetings. If this is not possible, coordinate scheduling with Architect. b. Request input from attendees in preparing agenda. 2. Be prepared to discuss following items: a. Requirements of Contract Documents. b. Completed work necessary for installation of items or systems. c. Conditions not in compliance with installation requirements. d. Installation and inspection schedule. e. Coordination between trades. f. Space and access limitations. g. Testing. 3. Architect will prepare meeting minutes and distribute minutes to Owner and Contractor within three (3) working days. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Construction Progress Documentation 1 01 3200 SECTION 01 3200 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for documenting the progress of construction during performance of the Work. 1.2 SCHEDULING OF WORK A. Bar Chart Schedule: 1. Submit horizontal bar chart schedule before Preconstruction Conference. Provide separate time bar for each construction activity listed on Owner’s payment request form. Within each time bar, show estimated completion percentage. Provide continuous vertical line to identify first working day of each week. Show each activity in chronological sequence. Show graphically sequences necessary for completion of related portions of The Work. As The Work progresses, place contrasting mark in each bar to indicate actual completion. 2. Provide copies of schedule for Architect and Owner and post copy in field office. 3. Revise schedule monthly. Upload schedule to Owner’s online project management system. B. Daily Construction Reports: 1. Prepare daily reports of operations at Project including at least following information: a. List of Subcontractors at site. b. Approximate count of personnel at site by trade. c. High and low temperatures, general weather conditions. d. Major items of equipment on site. e. Materials, equipment, or Owner-furnished items arriving at or leaving site. f. Accidents and unusual events. g. Site or structure damage by water, frost, wind, or other causes. h. Meetings, conferences, and significant decisions. i. Visitors to the job including meeting attendees. j. Stoppages, delays, shortages, losses. k. Any tests made and their result if known. l. Meter readings and similar recordings. m. Emergency procedures. n. Orders and requests of governing authorities. o. Modifications received, carried out. p. Services connected, disconnected. q. Equipment or system tests and start-ups. r. Brief summary of work accomplished that day. s. Signature of person preparing report. 2. Submit daily reports to Architect at least weekly via Owner’s online project management system. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Submittal Procedure 1 01 3300 SECTION 01 3300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Submittal Procedures. 1.2 SUBMITTAL SCHEDULE A. Furnish submittal schedule within 20 days after receipt of Notice to Proceed, listing items specified to be furnished for review to Architect including product data, shop drawings, samples, and Informational submittals. 1. Coordinate submittal schedule with Contractor's construction schedule. 2. Enclose the following information for each item: a. Scheduled date for first submittal. b. Related Section number. c. Submittal category. d. Name of Subcontractor. e. Description of part of the Work covered. f. Scheduled date for resubmittal. g. Scheduled date for Architect's final release or approval. B. Upload submittals to Owner’s online project management system. When revisions are made, distribute to same parties and post in same location. C. Revise schedule monthly. 1.3 SUBMITTAL PROCEDURES A. Coordination: 1. Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently before performance of related construction activities to avoid delay. a. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. b. Coordinate transmittal of different types of submittals required for related elements of The Work so processing will not be delayed by need to review submittals concurrently for coordination. Architect reserves right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. 2. Processing Time: a. Allow sufficient review time so installation will not be delayed by time required to process submittals, including time for resubmittals. 1) Allow 21 days for initial review. Allow additional time if processing must be delayed to allow coordination with subsequent submittals. Architect will promptly advise Contractor when submittal being processed must be delayed for coordination. 2) If an intermediate submittal is necessary, process same as initial submittal. 3) Allow 10 days for reprocessing each submittal. 4) No extension of Contract Time will be authorized because of failure to transmit submittals to Architect in sufficient time before work is to be performed to allow processing. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Submittal Procedure 2 01 3300 3. Transmittal: a. Except for sample submittals, only submittals via online project management sys tem will be accepted. Submittals received from other sources will be returned without action. b. Package sample submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Architect using online project management system. On transmittal, record relevant information and requests for data. Include Contractor's certification that information complies with Contract Document requirements, or, on form or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. 1.4 ACTION SUBMITTALS A. Product Data: 1. Submit Product Data, as required by individual Sections of Specifications. 2. Mark each copy of each set of submittals to show choices and options used on Project. Where printed Product Data includes information on products that are not required for Project, mark copies to indicate information relating to Project. 3. Certify that proposed product complies with requirements of Contract Documents. List any deviations from those requirements on form or separate sheet. 4. Submit via online project management system. 5. Submit electronic files PDF: Architect will return a PDF copy marked with action taken and with corrections or modifications required. B. Shop Drawings: 1. Submit newly prepared graphic data to accurate scale. Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 36 by 48 inches (915 by 1 200 mm). Highlight, encircle, or otherwise show deviations from Contract Documents. Include following information as a minimum: a. Dimensions. b. Identification of products and materials included. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. 2. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. Standard printed information prepared without specific reference to Project is not acceptable as Shop Drawings. 3. Review and designate (stamp) approval of shop drawings. Unless otherwise specified, submit to Architect six copies of shop drawings required by Contract Documents. Shop drawings not required by Contract Documents, but requested by Contractor or supplied by Subcontractor, need not be submitted to Architect for review. C. Samples: 1. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. a. Mount, display, or package Samples so as to ease review of qualities specified. Prepare Samples to match samples provided by Architect, if applicable. Include following: 1) Generic description of Sample. 2) Sample source. 3) Product name or name of manufacturer. 4) Compliance with recognized standards. 5) Availability and delivery time. 2. Submit Samples for review of kind, color, pattern, and texture, for final check of these characteristics with other elements, and for a comparison of these characteristics between final submittal and actual component as delivered and installed. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Submittal Procedure 3 01 3300 a. Where variations in color, pattern, texture or other characteristics are inherent in material or product represented, submit set of three samples minimum that show approximate limits of variations. b. Refer to other specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation and similar construction characteristics. c. Refer to other Sections for Samples to be returned to Contractor for incorporation into The Work. Such Samples shall be undamaged at time of use. On transmittal, indicate special requests regarding disposition of Sample submittals. 3. Where Samples are for selection of color, pattern, texture, or similar characteristics from a range of standard choices, submit full set of choices for material or product. Preliminary submittals will be reviewed and returned with Architect's mark indicating selection and other action. 4. Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit three sets. One will be returned marked with action taken. 5. Samples, as accepted and returned by Architect, will be used for quality comparisons throughout course of construction. a. Unless noncompliance with Contract Documents is observed, submittal may serve as final submittal. b. Sample sets may be used to obtain final acceptance of construction associated with each set. 1.5 INFORMATIONAL SUBMITTALS A. Informational submittals are design data, test reports, certificates, manufacturer's instructions, manufacturer's field reports, and other documentary data affirming quality of products and installations. Submit five copies of each required submittal unless otherwise required. Architect will return three copies marked with action taken and with corrections or modifications required. [or] Submit electronic files: PDF. Architect will return a PDF copy marked with action taken and with corrections or modifications required. 1. Certificates: Describe certificates intended to document affirmations by Contractor or others that the work is in accordance with the Contract Documents, but do not repeat provisions of Parts 2 or 3. 2. Delegated Design Submittals / Design Data: Describe submittals intended to demonstrate design work prepared by Contractor’s licensed professionals. 3. Test And Evaluation Reports: Describe submittal of test reports or evaluation service reports intended to document required tests. 4. Manufacturer Instructions: Describe submittals intended to document manufacturer instructions. 5. Source Quality Control Submittals: Describe submittal of source quality control documentation. 6. Field Quality Control Submittals: Describe submittal of field quality control documentation. 7. Manufacturer Reports: Describe submittal of Manufacturer reports as documentation of manufacturer activities. 8. Special Procedure Submittals: Describe submittals intended to document special procedures. An example would be construction staging or phasing for remodeling an existing facility while keeping it in operation. While the Contractor would normally be responsible for managing this, submittal of his plan as documentation could be specified. 9. Qualification Statements: Describe submittals intended to document qualifications of entities employed by Contractor. 1.6 CLOSEOUT SUBMITTALS A. This title groups submittals that occur during project closeout. Coordinate with section 01 7800 Closeout Submittals. 1. Maintenance Contracts: Describe submittal of the maintenance contract. 2. Operations & Maintenance Data: Describe submittal of operation and maintenance data necessary for products of the Section. 3. Bonds: Describe submittals of bonds specific to this Section. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Submittal Procedure 4 01 3300 4. Warranty Documentation: Describe submittal of final executed warranty document. 5. Record Documentation: Describe submittal of record documentation specific to this Section. 6. Sustainable (LEED) Design Closeout Documentation: Describe submittal intended to document sustainable design requirements that cannot be submitted until closing or later. 7. Software: Describe submittal of extra copy operating system and other utility software necessary to operate and maintain software during life of product. 1.7 MAINTENANCE MATERIAL SUBMITTALS A. This title groups maintenance material submittals required by Section. 1. Spare Parts: Describe spare parts necessary for Owner’s use in facility operation and maintenance. ‘Parts’ are generally understood to be items such as filters, motor drive belts, lamps, and other similar manufactured items that require only simple replacement. 2. Extra Stock Materials: Describe extra stock materials to be provided for Owner’s use in facility operation and maintenance. Extra stock materials are generally understood to be items such as ceiling tiles, flooring, paint etc. 3. Tools and Software: a. Describe tools to be provided for Owner’s use in facility operation and maintenance. Tools are generally understood to be wrenches, gauges, circuit setters, etc, required for proper operation or maintenance of a system. b. If necessary, describe submittal of an extra copy of operating system and other utility software necessary to operate and maintain the software during expected life of product. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Special Procedures 1 01 3500 SECTION 01 3500 SPECIAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Special Procedures. 1.2 ACCELERATION OF WORK A. Complete The Work in accordance with Construction Schedule. If Contractor falls behind schedule, take such actions as are necessary, at no additional expense to Owner, to bring progress of The Work back in accordance with schedule. B. Owner may request proposal for completion of The Work at date earlier than expiration of Contract Time. Promptly provide requested proposal showing cost of such acceleration of The Work. Consult with Owner and Architect regarding possible options to decrease cost of such acceleration. If Owner determines to order acceleration of The Work, change in Contract Sum and Contract Time result ing from acceleration will be included in a Change Order. 1.3 OWNER’S SAFETY REQUIREMENTS A. Personal Protection: 1. Contractor shall ensure: a. Positive means of fall protection, such as guardrails system, safety net system, personal fall arrest system, etc, is provided to employees whenever exposed to a fall six feet or more above a lower level. b. Personnel working on Project shall wear hard hats and safety glasses as required by regulation and hazard. c. Personnel working on Project shall wear long or short sleeve shirts, long pants, and hard- toed boots or other sturdy shoes appropriate to type and phase of work being performed. B. Contractor Tools And Equipment: 1. Contractor shall ensure: a. Tools and equipment are in good working condition, well maintained, and have necessary guards in place. b. Ground Fault Circuit Interrupters (GFCI) is utilized on power cords and tools. c. Scaffolding and man lifts are in good working condition, erected and maintained as required by governmental regulations. d. Ladders are in good condition, well maintained, used as specified by Manufacturer, and secured as required. C. Miscellaneous: 1. Contractor shall ensure: a. Protection is provided on protruding rebar and other similar objects. b. General Contractor Superintendent has completed the OSHA 10-hour construction outreach training course or equivalent. c. Implementation and administration of safety program on Project. d. Material Safety Data Sheets (MSDS) are provided for substances or materials for which an MSDS is required by governmental regulations before bringing on site. e. Consistent safety training is provided to employees on Project. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Special Procedures 2 01 3500 f. Implement and coordinate Lockout / Tagout procedures with Owner’s Representative as required. 2. Report accidents involving injury to employees on Project that require off-site medical treatment to Owner’s designated representative. D. Hot Work Permit (Available from Owner's Representative): 1. Required for doing hot work involving open flames or producing heat or sparks such as: a. Brazing. b. Cutting. c. Grinding. d. Soldering. e. Thawing pipe. f. Torch applied roofing. g. Welding. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 1 01 4000 SECTION 01 4000 QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are used to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements. 1. Specific quality assurance and quality control requirements for individual construction activities are specified in Sections that specify those activities and Section 01 4523. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality assurance and quality control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Requirements: 1. Section 01 3100: ‘Project Management and Coordination’ for Pre-Installation Conferences for testing and inspection. 2. Section 01 3200: ‘Construction Progress Documentation’ for developing a schedule of required tests and inspections. 3. Section 01 3300: ‘Submittal Procedures’. 4. Section 01 4301: ‘Quality Assurance – Qualifications’ establishes minimum qualification levels required. 5. Section 01 4523: ‘Testing and Inspecting Services’ for testing and inspection, and testing laboratory services for materials, products, and construction methods . 6. Section 01 7300: ‘Executions’ for cutting and patching for repair and restoration of construction disturbed by testing and inspecting activities. 7. Divisions 01 thru 49 establish responsibility for providing specific testing and inspections . 1.3 REFERENCES A. Association Publications: 1. Council of American Structural Engineers. CASE Form 101: Statement of Special Inspections. Washington, DC: CASE, 2001. (c/o American Council of Engineering Companies, 1015 15 th St., NW, Washington, DC 20005; 202-347-7474; www.acec.org). 2. International Code Council (IBC): a. IBC Chapter 17, ‘Structural Tests and Special Inspections’. 3. The American Institute of Architects. AIA Document A201, General Conditions of the Contract for Construction. Washington, DC. 2007. 4. The Construction Specifications Institute. Project Resource Manual/CSI Manual of Practice, 5th Edition. New York, McGraw-Hill, 2005. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 2 01 4000 B. Definitions: 1. Accreditation: Process in which certification of competency, authority, or credibility is presented. Verify that laboratories have an appropriate quality management system and can properly perform certain test methods (e.g., ANSI, ASTM, and ISO test methods) and calibration parameters according to their scopes of accreditation. 2. Approved: To authorize, endorse, validate, confirm, or agree to. 3. Contract Documents: Engineering and Architectural Drawings and Specifications issued for construction, plus clarification drawings, addenda, approved change orders and contractor designed elements. 4. Experienced: When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with requirements indicated; and having complied with requirements of authorities having jurisdiction. 5. Field Quality Control: Testing, Inspections, Special Testing and Special Inspections to assure compliance to Contract Documents. 6. Inspection/Special Inspection: Inspection of materials, installation, fabricatio n, erection or placement of components and connections requiring special expertise to ensure compliance with approved construction documents and referenced standards: a. Inspection: Not required by code provisions but may be required by Contract Documents. b. Special Inspection: Required by code provisions and by Contract Documents. c. Inspection-Continuous: Full-time observation of the Work requiring inspection by approved inspector who is present in area where the Work is being performed. d. Inspection-Periodic: Part-time or intermittent observation of the Work requiring inspection by approved inspector who is present in area where the Work has been or is being performed and at completion of the Work. 7. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. a. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of corresponding generic name. 8. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coor dination, testing, or operation; they are not Samples. Approved mockups establish standard by which the Work will be judged. 9. Observation: Visual observation of building / site elements or structural system by registered design professional for general conformance to approved construction documents at significant construction stages and at completion. Observation does not include or waive responsibility for performing inspections or special inspections. 10. Owner’s Representative: Owner’s Designated Representative (Project Manager or Facilities Manager) who will have express authority to bind Owner with respect to all matters requiring Owner’s approval or authorization. 11. Preconstruction Testing: Tests and inspections that are performed specifically for Projec t before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. 12. Product Testing: Tests and inspections that are performed by testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. 13. Quality Assurance: Testing, Inspections, Special Testing and Special Inspections provided for by Owner. 14. Quality Control: Testing, Inspections, Special Testing and Special Inspections provided for by Contractor. 15. Service Provider: Agency or firm qualified to perform required tests and inspections . 16. Source Quality Control Testing: Tests and inspections that are performed at source, i.e., plant, mill, factory, or shop. 17. Special Inspection: See Inspection. 18. Special Inspector: Certified individual or firm that implements special inspection program for project. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 3 01 4000 19. Special Test: See Test. 20. Test/Special Test: Field or laboratory tests to determine characteristic s and quality of building materials and workmanship. a. Test: Not required by code provisions but may be required by Contract Documents. b. Special Test: Required by code provisions and by Contract Documents. 21. Testing Agency: Entity engaged to perform specific tests, inspections, or both. 22. Testing Agency Laboratory: Agency or firm qualified to perform field and laboratory tests to determine characteristics and quality of materials and workmanship. 23. Verification: Act of reviewing, inspecting, testing, etc. to establish and document that product, service, or system meets regulatory, standard, or specification requirements. 1.4 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and standards establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for context of requirements. Refer uncertainties to Architect for decision before proceeding. 1.5 SUBMITTALS A. Qualification Data: Testing Agency to demonstrate their capabilities and experience per Article 1.7 “Quality Assurance”. B. Schedule of Tests and Inspections: Prepare in tabular form and include following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. C. Certified written reports of each inspection, test, or similar service will include, but not be limited: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of Testing Agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 4 01 4000 1.6 QUALITY ASSURANCE A. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to verify compliance and guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Activities performed by Owner’s Quality Assurance Testing Agency include, but are not limited to following: 1. Preconstruction: a. Review inspection requirements. b. Review inspection frequency. c. Review concrete mix design submittals. d. Review other material submittals. e. Review contractor’s welding certificates. f. Prepare non-compliance log to track non-compliant testing or inspections. g. Review Quality Assurance personnel qualifications. 2. Excavation Support and Protection: a. Anchor tie-back System: 1) Observe and record proof tests. b. Soil Nail Systems: 1) Observe and record proof tests. 2) Observe drilling for changes in soil type, hole diameter, length, and cleanliness. 3) Periodically observe placement of drainage materials, reinforcing, and shotcrete. 4) Review compressive strength test results of grout and shotcrete. 3. Fill / Engineered Fill, Aggregate Base: a. Review Quality Assurance coverage of earthwork required observation and testing. b. Provide periodic Quality Assurance testing to confirm accuracy of Quality Assurance test reports. c. Review Quality Assurance testing and observation reports. d. Review Quality Assurance personnel qualifications. 4. Reinforced Concrete: a. Set up concrete placement pour card system and verify that all relevant trades have signed off prior to concrete placement. b. Obtaining trade sign-offs on each pour card will be responsibility of General Contactor’s foreman or whoever is in charge of ordering concrete. c. Pour cards will be turned in to Quality Assurance representative after the work has been completed so that they can be reviewed and filed. d. Verify Quality Assurance coverage of reinforced concrete testing or inspections. e. Provide periodic Quality Assurance testing or inspections of concrete elements. f. Review Quality Assurance reports from previous day. g. Review laboratory test results. h. Obtain Contractor placement schedules. i. Review Quality Assurance personnel qualifications. 5. Structural Masonry Units, Reinforcing, Mortar, and Grout: a. Review inspection requirements. b. Review inspection frequency. c. Review masonry design material submittals. d. Review other material submittals. e. Prepare non-compliance log to track non-compliant testing or inspections. f. Review Quality Assurance personnel qualifications. 6. Steel: a. Review inspection requirements. b. Review inspection frequency. c. Review contractor’s welding certificates. d. Prepare non-compliance log to track non-compliant testing or inspections. e. Review Quality Assurance personnel qualifications. 7. Asphalt Paving: a. Review inspection requirements. b. Review inspection frequency. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 5 01 4000 c. Review design material submittals. d. Prepare non-compliance log to track non-compliant testing or inspections. e. Review Quality Assurance personnel qualifications. 8. Weekly Activities: a. Summarize and track any non-compliance issues. b. Provide summary report of previous week’s performed Work. c. Visit contractors periodically to find out if they have any concerns with Quality Assurance inspectors and check on any schedule changes. d. Visit Owner’s representatives periodically to find out if they have any concerns with how project is progressing. 1.7 QUALITY CONTROL A. Quality Control Services: Tests, inspections, procedures, and related actions duri ng and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements performed by Contractor. They do not include inspections, tests or related actions performed by Architect, Owner, governing authorities or independent agencies hired by Owner or Architect. 1. Where services are indicated as Contractor's responsibility, engage a qualified Testing Agency to perform these quality control services. a. Contractor shall not employ same testing entity engaged by Owner, without Owner’s written approval. B. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with following requirements, using materials indica ted for completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. Demonstrate proposed range of aesthetic effects and workmanship. 4. Obtain Architect's approval of mockups before starting work, fabrication, or construction. a. Allow seven days for initial review and each re-review of each mockup. 5. Maintain mockups during construction in undisturbed condition as standard for judging completed Work. a. Demolish and remove mockups when directed, unless otherwise indicated. C. Manufacturer's Field Services: Where indicated, engage factory -authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 01 3300: "Submittal Procedures." D. Coordination: Coordinate sequence of activities to accommodate required quality assurance and quality control services with minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality control services, and provide reasonable auxiliary services as requested. Notify Testing Agency sufficiently in advance of operations to permit assignment of personnel. Provide following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist Testing Agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require quality control by Testing Agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 6 01 4000 F. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Structural Masonry Units, Reinforcing, Mortar, and Grout: a. Review inspection requirements. b. Review inspection frequency. c. Review masonry design material submittals. d. Review other material submittals. e. Prepare non-compliance log to track non-compliant testing or inspections. 2. Reinforced Concrete: a. Obtain daily concrete placement schedule from Contractor. b. Verify that reinforcing has been placed as per Contract Documents. c. Sign concrete placement pour card prior to concrete placement. d. Monitor concrete placement to ensure that concrete is properly consolidated and reinforcing steel is not displaced. e. Sample and place concrete according to required frequency stated in project specifications. f. Sample at point of placement. g. Test slump, air content, air temperature, concrete temperature, unit weight (if required), and cast required number of test cylinders. h. Record test results and communicate to designated parties. i. Report non-compliant tests or inspections to contractor, Quality Assurance Manager, and other designated parties. 1) Transport test cylinders to laboratory for curing and compressive strength testing 3. Aggregate Base: a. Provide required observation and testing of placed fill. b. Become familiar with geotechnical report recommendations. c. Verify material compaction requirements. d. Verify that materials used for fill meet qualifications. e. Obtain representative samples of fill materials for proctor value determination and classification. f. Provide density testing of placed fill at specified frequency. g. Obtain occasional samples of fill to verify that correct proctor value is being used. h. Document every test performed. i. Report test locations with building gridlines (if possible). j. Document failing tests and report retests when performed. k. Provide copy of daily report and test results to Quality Assurance manager. l. Distribute daily reports and test results to designated parties. 4. Steel: a. Review inspection requirements. b. Review inspection frequency. c. Review welding certificates. d. Prepare non-compliance log to track non-compliant testing or inspections. 5. Asphalt Paving: a. Review inspection requirements. b. Review inspection frequency. c. Review design material submittals. d. Prepare non-compliance log to track non-compliant testing or inspections. 6. Weekly Activities: a. Ensure that non-compliance log is current. b. Provide summary reports of performed Work. 1.8 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Owner will engage a qualified Testing Agency to conduct special tests and inspections required by authorities having jurisdiction as responsibility of Owner, and as follows: 1. Requirements of Section 01 4523: “Testing and Inspecting Services” apply. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Requirements 7 01 4000 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. 2. Comply with Contract Document requirements for Section 01 7300 “Execution” for Cutting and Patching. B. Protect construction exposed by or for Quality Assurance and Quality Control activities. C. Repair and protection are Contractor's responsibility, regardless of assignment of responsibility for Quality Assurance and Quality Control Services. END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Regulatory Requirements 1 01 4100 SECTION 01 4100 REGULATORY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Regulatory Requirements. 1.2 ASBESTOS A. Contract Documents for this Project have been prepared in accordance with generally accepted professional architectural and engineering practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for this Project. Notify Architect immediately for instructions if materials containing asbestos are brought to site for inclusion in the Work. B. At Architect's direction and with Owner's approval, a certified asbestos inspector will collect samples and an independent testing laboratory will perform testing procedures on suspect materials. C. Certify that based upon best knowledge, information, inspection, and belief no building materials containing asbestos were used in construction of Project. Submit certification on form provided by Owner. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing References 1 01 4200 SECTION 01 4200 REFERENCES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Reference standards, definitions, specification format, and industry standards. 1.2 REFERENCES A. Definitions: 1. Approved: The term "approved," when used to convey Architect's action on Contractor's submittals, applications, and requests, is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. 2. Directed: The term "directed" is a command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," and "permitted" have the same meaning as "directed." 3. Experienced: The term "experienced," when used with an entity, means having successfully completed a minimum often previous projects similar in size and scope to this Project; being familiar with the special requirements indicated, and having complied with requirements of authority having jurisdiction. 4. Furnish: The term "furnish" means supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. 5. General: Basic Contract definitions are included in the Conditions of the Contract. 6. Indicated: The term "indicated" refers to requirements expressed by graphic representations, or in written form on Drawings, in Specifications, and in other Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. 7. Install: The term "install" describes operations at Project site including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. 8. Installer: An "Installer" is the Contractor or another entity engaged by the Contractor, as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 9. Project Site: The term "Project site" means the space available for performing construction activities. The extent of the Project site is shown on the Drawings and mayor may not be identical with the description of the land on which the Project is to be built . 10. Provide: The term "provide" means to furnish and install, complete and ready for the intended use. 11. Regulations: The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. 12. Submitted: The terms "submitted," "reported," "satisfactory" and similar words and phrases means submitted to Architect, reported to Architect and similar phrases. 13. Testing Agencies: A "testing agency" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, or to report on and, if required, to interpret results of those inspections or tests. 14. Trades: Using terms such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. B. References Standards: BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing References 2 01 4200 1. Specification Format: Specifications will follow MasterFormat™ 2004 for organizing numbers and titles. (The Construction Specifications Institute, Project Resource Manual/CSI Manu al of Practice, 5th Edition. New York, McGraw-Hill, 2005). a. Specification Identifications: 1) The Specifications use section numbers and titles to help cross referencing in the Contract Documents. 2) Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents. b. Specification Language: 1) Specifications should be prepared, with concern and respect for their legal status. Specifications should be Clear, Concise, Correct and Complete. 2) Streamlining: Streamlining is used to list products, materials, reference standards, and other itemized specifications. This technique places the subject first and prov ides keywords for quick reference c. Sentence Structure: 1) Specifications to be written in the “Imperative Mood”. a) The verb that clearly defines the action becomes the first word in the sentence. b) The imperative sentence is concise and readily understandable. 2) Streamlining is used to list products, materials, reference standards, and other itemized specifications. This technique places the subject first and provides keywords for quick reference. d. Abbreviated Language: 1) Abbreviations should be used only on drawings and schedules where space is limited. 2) Abbreviations with multiple meanings should be avoided, unless used in different disciplines where their meaning is clear from the context in which they are used. 3) Abbreviations should be limited to five or fewer letters a) The verb that clearly defines the action becomes the first word in the sentence. e. Symbols: 1) Caution should apply to symbols substituted for words or terms. f. Numbers: 1) The use of Arabic numerals rather that words for numbers is recommended. C. Industry Standards: 1. Except where Contract Documents specify otherwise, construction industry standards will apply and are made a part of Contract Documents by reference. 2. Where compliance with two or more standards is specified and standards apparently establish different or conflicting requirements for minimum quantities or quality levels, refer to Architect for decision before proceeding. Quantity or quality level shown or specified will be minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum, as appropriate for context of requirements. Refer uncertainties to Architect for decision before proceeding. 3. Each entity engaged in construction on Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with Contract Documents. Where copies of standards are needed for performance of a required construction activity, Contractor will obtain copies directly from publication source. 4. Trade Association names and titles of general standards are frequently abbreviated. The following acronyms or abbreviations, as referenced in Contract Documents, are defined to mean association names. Names and addresses are subject to change and are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents. AABC Associated Air Balance Council Washington DC (202) 737-0202 www.aabchq.com AAMA American Architectural Man- ufacturers Association Schaumburg IL (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway & Transporta- Washington DC (202) 624-5800 www.aashto.org BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing References 3 01 4200 tion Officials AAMA American Architectural Man- ufacturers Association Schamumburg IL (847) 303-5774 www.aamanet.org AASHTO American association of State Highways and Trans- portation Officials Washington DC www.transportation.org www.aashto.org ACI American Concrete Institute International Farmington Hills MI (248) 848-3700 www.aci-int.org AGA American Gas Association Washington DC (202) 824-7000 www.aga.org AHRI Air Conditioning Heating & Refrigeration Institute Arlington VA (703) 524-8800 www.ari.org AIA American Institution of Archi- tects Washington DC (202) 626-7300 www.aia.org AISC American Institute of Steel Construction Chicago IL (312) 670-2400 www.aisc.org AISI American Iron & Steel Insti- tute Washington DC (202) 452-7100 www.steel.org AITC American Institution of Tim- ber Construction Englewood CO (303) 792-9559 www.aitc-glulam.org AMCA Air Movement & Control As- sociation International Arlington Heights IL (847) 394-0150 www.amca.org ANSI American National Stand- ards Institute New York NY (212) 642-4900 www.ansi.org APA APA-Engineered Wood As- sociation Tacoma WA (253) 565-6600 www.apawood.org API American Petroleum Institute Washington DC (202) 682-8000 www.api.org AQMD South Coast Air Quality Management District Diamond Bar CA (909) 396-2000 www.aqmd.gov ASHRAE American Society of Heating, Refrigerating, & Air- Conditioning Engineers Atlanta GA (404) 636-8400 www.ashrae.org ASME American Society of Me- chanical Engineers Interna- tional New York NY (800) 843-2763 www.asme.org ASTM ASTM International West Con- shohocken PA (610) 832-9500 www.astm.org AWI Architectural Woodwork In- stitute Potomac Falls VA (571) 323-3636 www.awinet.org AWPA American Wood Protection Association Birmingham AL (205) 733-4077 www.awpa.com AWS American Welding Society Miami FL (800) 443-9353 www.aws.org AWWA American Water Works As- soc Denver CO (303) 794-7711 www.awwa.org BHMA Builders Hardware Manufac- turers Association New York NY (212) 297-2122 www.buildershardware.com BIA Brick Industry Association Reston VA (703) 620-0010 www.bia.org CFI International Certified Floor- covering Installers, Inc. Kansas City MO (816) 231-4646 www.cfi-installers.org CRI Carpet & Rug Institution Dalton GA (706) 278-3176 www.carpet-rug.com CRSI Concrete Reinforcing Steel Institute Schaumburg IL (847) 517-1200 www.crsi.org CISPI Cast Iron Soil Pipe Institute Chattanooga TN (423) 892-0137 www.cispi.org DHI Door & Hardware Institute Chantilly VA (703) 222-2010 www.dhi.org DIPRA Ductile Iron Pipe Research Association. Birmingham AL (205) 402-8700 www.dipra.org EIMA EIFS Industry Members As- sociation Morrow GA (800) 294-3462 www.eima.com BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing References 4 01 4200 FM FM Global Johnston RI (401) 275-3000 www.fmglobal.com FSC Forest Stewardship Council Bonn, Germa- ny +49 (0) 228 367 66 0 www.fsc.org GA Gypsum Association Hyattsville MD (301) 277-8686 www.gypsum.org GS Green Seal Washington DC (202) 872-6400 www.greenseal.org HPVA Hardwood Plywood & Ve- neer Association Reston VA (703) 435-2900 www.hpva.org ICC International Code Council Washington DC (888) 422-7233 www.iccsafe.org ICC-ES ICC Evaluation Service Whittier CA (562) 699-0543 www.icc-es.org ICBO International Conference of Building Officials (See ICC) ISO International Organization for Standardization Geneva, Swit- zerland www.iso.org ISSA International Slurry Surfac- ing Association Annapolis MD (410) 267-0023 www.slurry.org KCMA Kitchen Cabinet Manufac- tures Association Reston VA (703) 264-1690 www.kcma.org LPI Lightning Protection Institute Maryville MO (800) 488-6864 www.lightning.org MFMA Maple Flooring Manufactur- ers' Association Deerfield IL (888) 480-9138 www.maplefloor.org MSS Manufacturer's Standardiza- tion Society of The Valve and Fittings Industry Vienna VA (703) 281-6613 www.mss-hq.com NAAMM National Association of Ar- chitectural Metal Manufac- turers Glen Ellyn IL (630) 942-6591 www.naamm.org NEC National Electric Code (from NFPA). NEMA National Electrical Manufac- turer's Association Rosslyn VA (703) 841-3200 www.nema.org NFPA National Fire Protection As- sociation Quincy MA (800) 344-3555 www.nfpa.org NFRC National Fenestration Rating Council Greenbelt MD (301) 589-1776 www.nfrc.org NSF NSF International Ann Arbor MI (734) 769-8010 www.nsf.org PCA Portland Cement Associa- tion Skokie IL (847) 966-6200 www.cement.org PCI Precast / Prestressed Con- crete Institute Chicago IL (312) 786-0300 www.pci.org PEI Porcelain Enamel Institute Norcross GA (770) 676-9366 www.porcelainenamel.com RFCI Resilient Floor Covering Ins- titute LaGrange GA (706) 882-3833 www.rfci.com SCTE Society of Cable Telecom- munications Engineers Exton PA (800) 542-5040 www.scte.org SDI Steel Deck Institute Fox River Grove IL (847) 458-4647 www.sdi.org SDI Steel Door Institute Westlake OH (440) 899-0010 www.steeldoor.org SIGMA Sealed Insulating Glass Manufacturer's Association Chicago IL (312) 644-6610 www.arcat.com SJI Steel Joist Institute Myrtle Beach SC (843) 293-1995 www.steeljoist.org SMACNA Sheet Metal & Air Condition- ing Contractors National As- sociation Chantilly VA (703) 803-2980 www.smacna.org SPIB Southern Pine Inspection Bureau Pensacola FL (850) 434-2611 www.spib.org SSMA Steel Stud Manufacturer's Association Glen Ellyn IL (630) 942-6592 www.ssma.com TCNA Tile Council of North Ameri-Anderson SC (864) 646-8453 www.tileusa.com BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing References 5 01 4200 ca TPI Truss Plate Institute Alexandria VA (703) 683-1010 www.tpinst.org TPI Turfgrass Producers Interna- tional (formally American Sod Producers Association) East Dundee IL (847) 649-5555 www.turfgrasssod.org UL Underwriters Laboratories Camas WA (877) 854-3577 www.ul.com WDMA Window and Door Manufac- turer's Association Chicago IL (312) 321-6802 www.nwwda.org WWPA Western Wood Products Association Portland OR (503) 224-3930 www.wwpa.org D. Federal Government Agencies: 1. Names and titles of federal government standard or specification producing agencies are often abbreviated. Following acronyms or abbreviations referenced in Contract Documents represent names of standard or specification producing agencies of federal government. Names and addresses are subject to change but are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents. CS Commercial Standard (U S Department of Commerce) Washington DC (202) 512-0000 www.doc.gov EPA Environmental Protection Agency Washington DC (202) 272-0167 www.epa.gov FCC Federal Communications Commission Washington DC (888) 225-5322 www.fcc.gov FS Federal Specifications Unit (Available from GSA) Washington DC (202) 619-8925 www.gsa.gov MIL Military Standardization Documents (U S Department of Defense) Philadelphia PA (215) 697-2179 www.dod.gov NIST National Institute of Stand- ards and Technology, tech- nology Administration (US Department of Commerce) Gaithersburg MD (301) 975-4500 www.ts.nist.gov OSHA Occupational Safety & Health Administration (U S Department of Labor) Washington DC 202) 219-8148 www.osha.gov PS Product Standard of NBS (U S Department of Commerce) Washington DC (202) 512-1800 www.doc.gov E. Governing Regulations / Authorities: 1. Contact authorities having jurisdiction directly for information and decisions having a bearing on the Work. 2. Obtain copies of regulations required to be retained at Project Site, available for reference by parties who have a reasonable need for such reference. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Assurance - Qualifications 1 01 4301 SECTION 01 4301 QUALITY ASSURANCE - QUALIFICATIONS PART 1 - GENERAL 1.1 SUMMARY A. Related Documents: 1. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. B. Related Requirements: 1. Section 01 4000: ‘Quality Requirements’ includes administrative and procedural requirements for quality assurance and quality control. 2. Section 01 4523: ‘Testing and Inspecting Services’ for testing and inspection, and testing laboratory services for materials, products, and construction methods . 1.2 REFERENCES A. Definitions: 1. Accreditation: Process in which certification of competency, authority, or credibility is presented. Verify that laboratories have an appropriate quality management system and can properly perform certain test methods (e.g., ANSI, ASTM, and ISO test methods) and calibration parameters according to their scopes of accreditation. 2. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. 3. Testing Agency: Entity engaged to perform specific tests, inspections, or both. 4. Testing Agency Laboratory: Agency or firm qualified to perform field and laboratory tests to determine characteristics and quality of materials and workmanship. B. Reference Standards: 1. ASTM International: a. ASTM E329-11a, ‘Standard Specification for Agencies Engaged in Construction Inspection and/or Testing.’ 1.3 QUALIFICATIONS A. Qualifications: Qualifications paragraphs in this Article establish minimum qualification levels required; individual Specification Sections specify additional requirements: 1. Fabricator / Supplier / Installer Qualifications: Firm experienced in producing products similar to those indicated for this Project and with record of successful in-service performance, as well as sufficient production capacity to produce required units. 2. Factory-Authorized Service Representative Qualifications: a. Authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. 3. Installer Qualifications: a. Firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. 4. Manufacturer Qualifications: BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Quality Assurance - Qualifications 2 01 4301 a. Firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. 5. Manufacturer’s Field Services Qualifications: a. Experienced authorized representative of manufacturer to inspect field -assembled components and equipment installation, including service connections. 6. Professional Engineer Qualifications: a. Professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of kind indicated. Engineering services are defined as those performed for installations of system, assembly, or products that are similar to those indicated for this Project in material, design, and extent. 7. Specialists: a. Certain sections of Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. b. Specialists shall satisfy qualification requirements indicated and shall be engaged for activities indicated. c. Requirement for specialists shall not supersede building codes and regulations governing the Work. 8. Testing Agency Qualifications: a. Independent Testing Agency with experience a nd capability to conduct testing and inspecting indicated, as documented according to ASTM E329; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. 1) Testing Laboratory: a) AASHTO Materials Reference Laboratory (AMRL) Accreditation Program. b) Cement and Concrete Reference Laboratory (CCRL). c) Nationally Recognized Testing Laboratory (NRTL): Nationally recognized testing laboratory according to 29 CFR 1910.7. d) National Voluntary Laboratory (NVLAP): Testing Agency accredited according to National Institute of Standards and Technology (NIST) Technology Administration, U. S. Department of Commerce Accreditation Program. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 1 014523 SECTION 01 4523 TESTING AND INSPECTING SERVICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section 1.2 SUMMARY A. This Section includes testing, inspections, special testing, special inspections, and testing labo ratory services for materials, products, and construction methods as specified hereafter for the Work. B. Specified tests, inspections, and related actions do not limit Contractor’s quality control procedures to fully comply with Contract Document requirements in all regards. C. Costs: Costs of initial services for testing and inspection personnel will be paid by Owner unless otherwise noted. 1. If initial tests indicate non-compliance with contract document requirements, any subsequent testing will be performed by same personnel and paid for by Contractor. D. Related Requirements: 1. Section 01 4000: ‘Quality Requirements’ includes administrative and procedural requirements for quality assurance and quality control. 2. Section 01 4301: ‘Quality Assurance – Qualifications’ establishes minimum qualification levels required. 3. Division 01 through Division 50 establish responsibility for providing specific testing and inspections and Field Tests and Inspections. 1.3 REFERENCES A. Association Publications: 1. Council of American Structural Engineers. CASE Form 101: Statement of Special Inspections. Washington, DC: CASE, 2001. (c/o American Council of Engineering Companies, 1015 15 th St., NW, Washington, DC 20005; 202-347-7474; www.acec.org). 2. International Code Council (IBC): a. IBC Chapter 17, ‘Structural Tests and Special Inspections’. B. Definitions: 1. Accreditation: Process in which certification of competency, authority, or credibility is presented. Verify that laboratories have an appropriate quality management system and can properly perform certain test methods (e.g., ANSI, ASTM, and ISO test methods) and calibration parameters according to their scopes of accreditation. 2. Approved: To authorize, endorse, validate, confirm, or agree to. 3. Contract Documents: Engineering and Architectural Drawings and Specifications issued for construction, plus clarification drawings, addenda, approved change orders and contractor designed elements. 4. Experienced: When used with an entity, "experienced" means having successfully completed minimum of five previous projects similar in size and scope to this Project; being familiar with requirements indicated; and having complied with requirements of authorit ies having jurisdiction. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 2 014523 5. Field Quality Control: Testing, Inspections, Special Testing and Special Inspections to assure compliance to Contract Documents. 6. Inspection/Special Inspection: a. Inspection: Not required by code provisions but may be required by Contract Documents. b. Special Inspection: Inspection required of materials, installation, fabrication, erection or placement of components and connections requiring special expertise to ensure compliance with approved construction documents and reference standards (required by code provisions and by Contract Documents). c. Special Inspection-Continuous: Full-time observation of the Work requiring inspection by approved inspector who is present in area where the Work is being performed. d. Special Inspection-Periodic: Part-time or intermittent observation of the Work requiring inspection by approved inspector who is present in area where the Work has been or is being performed and at completion of the Work. 7. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform particular construction operation, including installation, erection, application, and similar operations: a. Inspection: Not required by code provisions but may be required by Contract Documents. b. Using term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of corresponding generic name, such as "carpenter." c. It also does not imply that requirements specified apply exclusively to trades people of corresponding generic name. 8. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation. They are not samples. Approved mockups establish standard by which the Work will be judged. 9. Observation: Visual observation of building / site elements or structural system by registered design professional for general conformance to approved construction documents at significant construction stages and at completion. Observation does not include or waive responsibility for performing inspections or special inspections. 10. Owner’s Representative: Owner’s Designated Representative (Project Manager or Facilities Manager) who will have express authority to bind Owner with respect to all matters requiring Owner’s approval or authorization. 11. Preconstruction Testing: Tests and inspections that are performed specifically for Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. 12. Product Testing: Tests and inspections that are performed by testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. 13. Quality Assurance: Testing, Inspections, Special Testing and Special Inspections provided for by Owner. 14. Quality Control: Testing, Inspections, Special Testing and Special Inspections provided for by Contractor. 15. Relative Compaction: Ratio of field dry density as determined by ASTM D6938 or ASTM D2216, and laboratory maximum dry density as determined by ASTM D1557. 16. Service Provider: Agency or firm qualified to perform required tests and inspections. 17. Source Quality Control Testing: Tests and inspections that are performed at source, i.e., plant, mill, factory, or shop. 18. Special Inspection: See Inspection. 19. Special Inspector: Certified individual or firm that implements special inspection program for project. 20. Special Test: See Test. 21. Test/Special Test: Field or laboratory tests to determine characteristics and qualit y of building materials and workmanship: a. Test: Not required by code provisions but may be required by Contract Documents. b. Special Test: Required by code provisions and by Contract Documents. 22. Testing Agency: Entity engaged to perform specific tests, inspections, or both. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 3 014523 23. Testing Agency Laboratory: Agency or firm qualified to perform field and laboratory tests to determine characteristics and quality of materials and workmanship. 24. Verification: Act of reviewing, inspecting, testing, etc. to establish and document that product, service, or system meets regulatory, standard, or specification requirements. C. Reference Standards: 1. ASTM International: a. ASTM C1021-08(2014), ‘Standard Practice for Laboratories Engaged in Testing of Building Sealants’. b. ASTM C1077-14, ‘Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation’. c. ASTM C1093-13a, ‘Standard Practice for Accreditation of Testing Agencies for Masonry. d. ASTM D3666-13, ‘Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials’. e. ASTM D3740-12a, ‘Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction’. f. ASTM E329-13b: ‘Standard Specification for Agencies Engaged in Construction Inspection and/or Testing’. g. ASTM E543-13, ‘Standard Specification for Agencies Performing Nondestructive Testing’. h. ASTM E1212-12, ‘Standard Practice for Quality Management Systems for Nondestructive Testing Agencies’. 2. International Code Council (IBC) (2012): a. IBC Chapter 17, ‘Structural Tests And Special Inspections’: 1) Section 1704, 'Special Inspections, Contractor Responsibility And Structural Observations'. 2) Section 1705, ‘Required Verification And Inspection’: a) Section 1705.2, 'Steel Construction'. b) Section 1705.3, 'Concrete Construction'. 1.4 SUBMITTALS A. Informational Submittals: 1. General: Additional submittal requirements are specified in Individual Sections in Divisio n 01 through Division 50. 2. Certificates: a. Testing Agency will submit certified written report of each inspection, test, or similar service. 3. Tests and Evaluation Reports: a. Testing Agency or Agencies will prepare logs, test reports, and certificates applicable to specific tests and inspections and deliver copies (or electronic record) distributed as follows: 1) 1 copy to Owner’s Representative. 2) 1 copy to Architect. 3) 1 copy to Consulting Engineers (Engineer of Record). 4) 1 copy to General Contractor. 5) 1 copy to Authorities Having Jurisdiction (if required). b. Other tests, certificates, and similar documents will be obtained by Contractor and delivered to Owner’s Representative and Architect in such time as not to delay progress of the Work or final payment therefore. 4. Source Quality Control Submittals: a. Testing Agency will submit following prior to commencing the Work: 1) Qualifications of Testing Agency management and personnel designated to project. 2) Testing Agency ‘Written Practice for Quality Assurance’. 3) Qualification records for Inspector and non-destructive testing technicians designated for project. 4) Testing Agency non-destructive testing procedures, equipment calibration records, and personnel training records. 5) Testing Agency Quality Control Plan for monitoring and control of testing operations. 6) Welding Inspection Procedures (Structural Steel testing). BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 4 014523 1.5 QUALITY ASSURANCE A. Owner or Owner’s designated representative(s) will perform quality assurance. Owner’s quality assurance procedures may include observations, inspections, testing, verification, monitoring and any other procedures deemed necessary by Owner to verify compliance with Contract Documents. B. Owner will employ independent Testing Agencies to perform certain specified testing, as Owner deems necessary. C. Certification: Product producers and associations, which have instituted approved systems of quality control and which have been approved by document approval agencies, are not required to have further testing. Concrete mixing plants, plants producing fabricated concret e and wood or plywood products certified by agency, lumber, plywood grade marked by approved associates, and materials or equipment bearing underwriters’ laboratory labels require no further testing and inspection. D. Written Practice for Quality Assurance: Testing Agency will maintain written practice for selection and administration of inspection personnel, describing training, experience, and examination requirements for qualification and certification of inspection personnel. Written practice will describe testing agency procedures for determining acceptability of structure in accordance with applicable codes, standards, and specifications. Written practice will describe Testing Agency inspection procedures, including general inspection, material controls, visual welding inspection, and bolting inspection. 1.6 QUALITY CONTROL A. Quality Control will be sole responsibility of Contractor. Contractor will be responsible for testing and inspections, coordination, start-up, operational checkout, and commissioning of all items of the Work included in Project. All costs for these services will be included in Contractor’s cost of the Work. B. Contractor will assign one (1) employee to be responsible for Quality Control. This individual may have other responsibilities and may be Contractor’s Project superintendent or Contractor’s Project Manager. C. Notify results of all Testing and Inspection performed by Contractor’s independent Testing Agencies to Architect and Owner’s Representative within twenty four (24) hours of test or inspection having been performed. 1. Testing and Inspection Reports will be distributed as follows: a. 1 copy to Owner’s Representative. b. 1 copy to Architect. c. 1 copy to Consulting Engineer(s) (Engineer of Record). d. 1 copy to Authorities Having Jurisdiction (if required). D. Contractor's Responsibility: 1. Owner’s employment of an independent Testing Agency does not relieve Contractor of Contractor’s obligation to perform the Work in strict accordance with requirements of Contract Documents. 2. Tests and inspections that are not explicitly assigned to Owner are responsibility of Contractor. 3. Cooperate with Testing Agency(s) performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify Testing Agency before operat ions to allow assignment of personnel. Auxiliary services required include but are not limited to: a. Providing access to the Work and furnishing incidental labor, equipment, and facilities deemed necessary by Testing Agency to facilitate inspections and tes ts at no additional cost to Owner. b. Taking adequate quantities of representative samples of materials that require testing or helping Testing Agency in taking samples. c. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 5 014523 d. Providing Testing Agency with preliminary design mix proposed for use for materials mixes that require control by Testing Agency. 4. Contractor will integrate Owner’s independent Testing Agency services within Baseline Project Schedule and with other Project activities. 5. For any requested inspection, Contractor will complete prior inspections to ensure that items are ready for inspection. 6. All Work is subject to testing and inspection and verification of correct operation prior to 100% payment to Contractor of line item(s) pertaining to that aspect of the Work. 7. For Mechanical Equipment, inspection and documented approval of individual equipment and/or system(s) must be accomplished prior to requesting Substantial Completion Inspection for any area affected by said equipment and/or system: a. Contractor will perform thorough checkout of operations with manufacturer’s representatives prior to requesting formal inspection by Owner. b. Contractor must notify Owner’s Representative, in advance, as to whe n manufacturer’s representative is scheduled to arrive at Site. 8. Comply: a. Upon completion of Testing Agency’s inspection, testing, sample-taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. b. Comply with Contract Documents in making such repairs. 9. Data: Furnish records, drawings, certificates, and similar data as may be required by testing and inspection personnel to assure compliance with Contract Documents. 10. Defective Work (Non-Conforming Work): Non-conforming Work as covered in General Conditions applies, but is not limited to following requirements: a. Where results of inspections, tests, or similar services show that the Work doe s not comply with Contract Document requirements, correct deficiencies in the Work promptly to avoid Work delays. b. Where testing personnel take cores or cut-outs to verify compliance, repair prior to acceptance. c. Contractor responsible for any and all costs incurred resulting from inspection that was scheduled prematurely or retesting due to failed tests. d. Remove and replace any Work found defective or not complying with contract document requirements at no additional cost to Owner. e. Should test return unacceptable results, Contractor will bear all costs of retesting and re- inspection as well as cost of all material consumed by testing, and replacement of unsatisfactory material and/or workmanship. 11. Protection: a. Protect construction exposed by or for quality assurance and quality control service activities, and protect repaired construction. 12. Scheduling: Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities: a. Schedule testing and inspections in advance so as not to delay the Work and to eliminate any need to uncover Work for testing or inspection. b. Notify Testing Agency and Architect as noted in Sections in Division 01 through Division 50 prior to any time required for such services. c. Incorporate adequate time for performance of all inspections and correction of noted deficiencies. d. Schedule sequence of activities to accommodate required services with minimum of delay. e. Schedule sequence of activities to avoid necessity of removing and replacing construction to accommodate testing and inspections 13. Test and Inspection Log: a. Provide system of tracking all field reports, describing items noted, and resolution of each item. Prepare record of tests and inspections. Include following: 1) Date test or inspection was conducted. 2) Description of the Work tested or inspected. 3) Date test or inspection results were transmitted to Architect. 4) Identification of Testing Agency or inspector conducting test or inspection. b. Maintain log at Project site: 1) Post changes and modifications as they occur. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 6 014523 2) Provide access to test and inspection log for Architect's reference during normal working hours. 1.7 TESTING AND INSPECTIONS - GENERAL A. Testing specifically identified to be conducted by Owner, will be performed by an independent entity and will be arranged and paid for by Owner. B. Individual Sections in Division 01 through Division 50 indicate if Owner will provide testing and inspection of the Work of that Section. C. Owner may engage additional consultants for testing, air balancing, commissioning, or other s pecial services: 1. Activities of any such Owner consultants are in addition to Contractor testing of materials or systems necessary to prove that performance is in compliance with Contract requirements. 2. Contractor must cooperate with persons and firms engaged in these activities. D. Tests include but not limited to those described in detail in 'Field Quality Control' in Part 3 of Individual Sections in Divisions 01 through Division 50. E. Taking Specimens: 1. Except as may be specifically otherwise approved by Architect, only testing laboratory shall secure, handle, transport, or store any samples and specimens for testing . F. Scheduling Testing Agency: 1. Contractor will coordinate the Work and facilitate timeliness of such testing and inspecting services so as not to delay the Work. 2. Contractor will notify Testing Agency and Architect to schedule tests and / or inspections . G. For ‘building-wide’ and/or life safety systems, such as emergency lighting, emergency power uninterruptible power supply systems, fire alarm, fire sprink ler systems, smoke evacuation systems, toxic gas monitoring, capturer exhaust systems, etc. formal start-up inspection will be completed prior to requesting Substantial Completion Inspection for any area of Project: 1. Manufacturer's representatives and installing contractor will demonstrate both operation and compliance to Owner's agents and consultants. If coordinated and scheduled appropriately by Contractor, these equipment and/or systems inspections may also serve to provide required Owner training, if approved in advance by Owner. 2. Contractor responsible for requesting that Architect arrange for inspection of materials, equipment, and work prior to assembly or enclosure that would make materials, equipment, or work inaccessible for inspection and at other times as may be required. 1.8 TESTING AGENCY SERVICES AND RESPONSIBILITIES A. Testing Agency, including independent testing laboratories, will be licensed and authorized to operate in jurisdiction in which Project is located. 1. Approved Testing Agency Qualifications: Requirements of Section 01 4301 apply. B. Testing and Inspection Services: 1. Testing Agency will not release, revoke, alter, or increase Contract Document requirements or approve or accept any portion of the Work. 2. Testing Agency will not give direction or instruction to Contractor. 3. Testing Agency will have full authority to see that the Work is performed in strict accordance with requirements of Contract Documents and directions of Owner’s Representative and/or Architect. 4. Testing Agency will not provide additional testing and inspection services beyond scope of Work without prior approval of Owner’s Representative and / or Architect. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 7 014523 C. Testing Agency Duties: 1. Independent Testing Agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual specification Sections will cooperate with Architect and Contractor in performance of its duties and will provide qualified personnel to perform required inspections and tests. 2. Testing Agency will test or obtain certificates of tests of materials and methods of construction, as described herein or elsewhere in technical specification. 3. Testing Agency will provide management, personnel, equipment, and services necessary to perform testing functions as outlined in this section. 4. Testing Agency must have experience and capability to conduct testing and inspecting indicated by ASTM standards and that specializes in types of tests and inspections to be performed. 5. Testing Agency will comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, ASTM C1093, ASTM D3666, ASTM D3740, and other relevant ASTM standards. 6. Testing Agency must calibrate all testing equipment at reasonable intervals (minimum yearly) with accuracy traceable to either National Bureau of Standards or acc epted values of natural physical constants. 7. Welding Procedure Review: Testing Agency will provide review and approval or rejection of all welding procedures to be used and will verify compliance with all reference standard requirements. D. Testing and Inspection Reports: 1. Conduct and interpret tests and inspections and state in each report whether tested and inspected the Work complies with or deviates from requirements. 2. Laboratory Reports: Testing Agency will furnish reports of materials and construction as required, including: a. Description of method of test. b. Identification of sample and portion of the Work tested. 1) Description of location in the Work of sample. 2) Time and date when sample was obtained. 3) Weather and climatic conditions at time when sample was obtained. c. Evaluation of results of tests including recommendations for action. 3. Inspection Reports: a. Testing Agency will furnish ‘Inspection at Site’ reports for each site visit documenting activities, observations, and inspections. b. Include notation of weather and climatic conditions, time and date conditions and status of the Work, actions taken, and recommendations or evaluation of the Work. 4. Reporting Testing and Inspection (Conforming Work ): a. Submit testing and inspection reports as required within twenty four (24) hours of test or inspection having been performed. 5. Reporting Testing and Inspection Defective Work (Non-Conforming Work): a. Testing Agency, upon determination of irregularities, deficiencies observed or test failure(s) observed in the Work during performance of its services of test or inspection having been performed, will: 1) Verbally notify results to Architect, Contractor, and Owner’s Representative within one hour of test or inspection having been performed (if Defective Work (Non-Conforming Work) is incorporated into project). 2) Submit written inspection report and test results as required within twenty four (24) hours of test or inspection having been performed. 6. Final Report: a. Submit final report of tests and inspections at Substantial Completion, which i dentify unresolved deficiencies. 1.9 ARCHITECT’S RESPONSIBILITIES A. Architect Duties: 1. Notify Owner’s Representative before each test and/or inspection. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Testing and Inspecting Services 8 014523 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 FIELD QUALITY CONTROL A. Field Tests And Inspections: 1. Field Tests and Inspections requirements are described in ‘Field Quality Control’ in Division 01 through Division 50 Sections. END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Construction Facilities 1 01 5200 SECTION 01 5200 CONSTRUCTION FACILITIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Construction Facilities. 1.2 FIELD OFFICES A. No temporary construction facility will be permitted on site. Contractor may use a room or office area within the existing building as a temporary office as needed. Restore to 'like-new' condition before Substantial Completion. 1.3 SANITARY FACILITIES A. Provide temporary sanitary toilet. Service and maintain temporary toilet in a clean, sanitary condition. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Construction Aids 1 01 5400 SECTION 01 5400 CONSTRUCTION AIDS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Construction Aids. 1.2 SCAFFOLDING, PLATFORMS, STAIRS, ETC A. Furnish and maintain equipment such as temporary stairs, ladders, ramps, platforms, scaffolds, hoists, runways, derricks, chutes, and elevators as required for proper execution of The Work. B. Apparatus, equipment, and construction shall meet requirements of applicable laws and safety regulations. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Vehicular Access and Parking 1 01 5500 SECTION 01 5500 VEHICULAR ACCESS AND PARKING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Vehicular Access and Parking. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 TEMPORARY PARKING AREAS A. Ten parking stalls in both of the parking lots to the North and South of Chapman Hall will be allocated to Contractor use. Any construction vehicles not accommodated by these parking stall shall be required to park at an off-site location designated by the Owner. Any fines for illegal parking on campus shall be the responsibility of the contractor. 3.2 STAGING AREAS A. Contractor may park one enclosed trailer at the South loading area of the Chapman Hall. Contractor shall provide fencing around access areas as shown on site plan. Contractor shall avoid damage to existing construction as a result of storage or staging activities and shall repair damage resulting from such activities. END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Temporary Barriers and Enclosures 1 01 5600 SECTION 01 5600 TEMPORARY BARRIERS AND ENCLOSURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Temporary Barriers and Enclosures. 1.2 GENERAL A. Protection Of Existing Improvements: Protect streets, private roads, and sidewalks, including overhead protection where required. Repair damage to existing improvements caused by construction activities. 1.3 TEMPORARY BARRICADES A. Comply with standards and code requirements in erecting barricades, warning signs, and lights. B. Take necessary precautions to protect persons, including members of the public, from injury or harm. 1.4 TEMPORARY FENCING A. Before construction begins, install 6 foot high enclosure fence with lockable entrance gates. Enclose entire site or portion sufficient to accommodate construction operations. 1.5 TEMPORARY SECURITY BARRIERS A. Install temporary enclosures of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft, and other violations of security. B. Secure materials and equipment stored on site. C. Secure building at the end of each work day. D. Maintain exterior building security until Substantial Completion. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Temporary Controls 1 01 5700 SECTION 01 5700 TEMPORARY CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Temporary Controls. 1.2 TEMPORARY EROSION AND SEDIMENT CONTROL A. Take precautions necessary to prevent erosion and transportation of soil downstream, to adjacent properties, and into on-site or off-site drainage systems. B. Develop, install, and maintain an erosion control plan if required by law. C. Repair and correct damage caused by erosion. 1.3 TEMPORARY ENVIRONMENTAL CONTROLS A. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and reduce possibility that air, waterways, and subsoil might be contaminated or polluted, or that other undesirable effects might result: 1. Avoid use of tools and equipment that produce harmful noise. 2. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near site. B. Provide protection against weather (rain, winds, storms, frost, or heat) to maintain all work, materials, apparatus, and fixtures free from injury or damage. C. Protect building from damage from rain water, spring water, ground water, backing up of drains or sewers, and all other water. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Common Product Requirements 1 01 6100 SECTION 01 6100 COMMON PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Common Product Requirements. 1.2 GENERAL A. Provide products that comply with Contract Documents, that are undamaged, and, unless otherwise indicated, new and unused at time of installation. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and for intended use and effect. B. Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on surfaces of products that will be exposed to view in occupied spaces or on building exterior. 1. Locate required product labels and stamps on concealed surface or, where required for observation after installation, on accessible surface that is not conspicuous. 2. Provide permanent nameplates on items of service-connected or power-operated equipment. Locate on easily accessible surface that is inconspicuous in occupied spaces. Nameplate will contain following information and other essential operating data: a. Name of product and manufacturer. b. Model and serial number. c. Capacity. d. Speed. e. Ratings. C. Where specifications describe a product or assembly by specifying exact characteristics required, with or without use of brand or trade name, provide product or assembly that provides specified characteristics and otherwise complies with Contract requirements. D. Where Specifications require compliance with performance requirements, provide products that comply with these requirements and are recommended by manufacturer for application describe d. General overall performance of product is implied where product is specified for specific application. Manufacturer's recommendations may be contained in published product literature, or by manufacturer's certification of performance. E. Where specifications only require compliance with an imposed code, standard, or regulation, select product that complies with standards, codes or regulations specified. F. Where Specifications require matching an established Sample, Architect's decision will be final on whether proposed product matches satisfactorily. Where no product available within specified category matches satisfactorily nor complies with other specified requirements, refer to Architect. G. Where specified product requirements include phrase ` . . . as selected from manufacturer's standard colors, patterns, textures . . . ' or similar phrase, select product and manufacturer that comply with other specified requirements. Architect will select color, pattern, and texture from product line selected. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Common Product Requirements 2 01 6100 H. Remove and replace products and materials not specified in Contract Documents but installed in the Work with specified products and materials at no additional cost to Owner and for no increase in Contract time. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Product Delivery, Storage, & Handling 1 01 6600 SECTION 01 6600 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Product Delivery, Storage, and Handling Requirements. 1.2 GENERAL A. Deliver, store, and handle products according to manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. 1.3 DELIVERY AND ACCEPTANCE REQUIREMENTS A. Schedule delivery to reduce long-term storage at site and to prevent overcrowding of construction spaces. B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. C. Deliver products to site in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that products are undamaged and properly protected. 1.4 STORAGE AND HANDLING REQUIREMENTS A. Store products at site in manner that will simplify inspection and measurement of quantity or counting of units. B. Store heavy materials away from Project structure so supporting construction will not be endangered. C. Store products subject to damage by elements above ground, under cover in weather-tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Execution 1 01 7300 SECTION 01 7300 EXECUTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for governing Execution of the Work. 1.2 COMMON INSTALLATION PROVISIONS A. Manufacturer's Instructions: Comply with Manufacturer's installation instructions and recommendations to extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. Notify Architect of conflicts between Manufacturer’s installation instructions and Contract Document requirements. B. Provide attachment and connection devices and methods necessary for securing Work. Secure work true to line and level. Anchor each product securely in place, accurately located, and aligned with other Work. Allow for expansion and building movement. C. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain best visual effect. Refer questionable choices to Architect for final decision. D. Install each component during weather conditions and Project status that will ensure best possible results. Isolate each part of completed construction from incompatible material as neces sary to prevent deterioration. E. Coordinate temporary enclosures with required inspections and tests, to reduce necessity of uncovering completed construction for that purpose. F. Mounting Heights: Where mounting heights are not shown, install individual compo nents at standard mounting heights recognized within the industry or local codes for that application. Refer questionable mounting height decisions to Architect for final decision. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Cleaning and Waste Management 1 01 7400 SECTION 01 7400 CLEANING AND WASTE MANAGEMENT 1.1 SUMMARY A. Includes But Not Limited To: 1. Administrative and procedural requirements for Cleaning and Waste Management as described in Contract Documents. B. Related Requirements: 1. Section 01 1200: Coordination of responsibilities for waste management. 2. In addition to standards described in this section, comply with all requirements for cleaning-up as described in various other Sections of these Specifications. 1.2 REFERENCES A. Definitions: 1. Asphalt Pavement, Brick, and Concrete (ABC) Rubble: Rubble that contains only weathered (cured) asphalt pavement, clay bricks and attached mortar normally used in construction, or concrete that may contain rebar. The rubble shall not be mixed with, or contaminated by, another waster or debris. 2. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. 3. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. 4. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. 5. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. 6. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. 7. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 PROGRESS CLEANING A. Comply with regulations of authorities having jurisdiction and safety standards for cleaning. B. Keep premises broom clean during progress of the Work. C. Keep site and adjoining streets reasonably clean. If necessary, sprinkle rubbish and debris with water to suppress dust. D. During handling and installation, protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from soiling, damage, or deterioration until Substantial Completion. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Cleaning and Waste Management 2 01 7400 E. Clean and maintain completed construction as frequently as nec essary throughout construction period. Adjust and lubricate operable components to ensure ability to operate without damaging effects. F. Supervise construction activities to ensure that no part of construction completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. G. Before and during application of painting materials, clear area where such work is in progress of debris, rubbish, and building materials that may cause dust. Sweep floors and vacuum as required and take all possible steps to keep area dust free. H. Clean exposed surfaces and protect as necessary to avoid damage and deterioration. I. Place extra materials of value remaining after completion of associated work have become Owner's property as directed by Owner or Architect. J. Construction Waste Management And Disposal: 1. Remove waste materials and rubbish caused by employees, Subcontractors, and contractors under separate contract with Owner and dispose of legally. Remove unsuitable o r damaged materials and debris from building and from property. a. Provide adequate waste receptacles and dispose of materials when full. b. Properly store volatile waste and remove daily. c. Do not deposit waste into storm drains, sanitary sewers, streams, or waterways. Do not discharge volatile, harmful, or dangerous materials into drainage systems. 2. Do not burn waste materials or build fires on site. Do not bury debris or excess materials on Owner's property. 3.2 FINAL CLEANING A. Immediately before Substantial Completion, thoroughly clean building and area where The Work was performed. Remove all rubbish from under and about building, landscaped areas and parking lot and leave building and Project Site ready for occupancy by Owner. B. Comply with individual manufacturer's cleaning instructions. C. Clean each surface or unit to condition expected in normal, commercial building cleaning and maintenance program, including but not limited to: 1. Interior Cleaning: a. Clean inside glazing, exercising care not to scratch glass. b. Remove marks, stains, fingerprints and dirt. c. Clean and polish woodwork and finish hardware. d. Remove labels that are not permanent labels. e. Clean plumbing fixtures and tile work. Remove spots, soil or paint. f. Clean surfaces of mechanical and electrical equipment. Re move excess lubrication and other substances. Clean light fixtures and lamps. g. Clean other fixtures and equipment and remove stains, paint, dirt, and dust. h. Remove temporary floor protection and clean floors. 2. Exterior Cleaning: a. Clean outside glazing, exercising care not to scratch glass. b. Remove marks, stains, and dirt from exterior surfaces. c. Clean and polish finish hardware. d. Remove temporary protection systems. e. Clean dirt, mud, and other foreign material from paving, sidewalks, and gutters. f. Remove trash, debris, and foreign material from landscaped areas. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Cleaning and Waste Management 3 01 7400 END OF SECTION B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Closeout Procedures 1 01 7700 SECTION 01 7700 CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Closeout Procedures. 1.2 GENERAL A. Closeout process consists of three specific project closeout inspections. Contractor shall plan sufficient time in construction schedule to allow for required inspections before expiration of Contract Time. B. Contractor shall conduct his own inspections of The Work and shall not request closeout inspections until The Work of the contract is reasonably complete and correction of obvious defects or omissions are complete or imminent. C. Date of Substantial Completion shall not occur until completion of construction work, unless agreed to by Architect and included on Certificate of Substantial Completion . 1.3 PRELIMINARY CLOSEOUT REVIEW A. When Architect, Owner and Contractor agree that project is ready for closeout, Pre-Substantial Inspection shall be scheduled. Preparation of floor substrate to receive carpeting and any work which could conceivably damage or stain carpet must be completed, as carpet installation will be scheduled immediately following this inspection. B. Prior to this inspection, completed test and evaluation reports for HVAC system and font, where one occurs, are to be provided to Project Manager, Architect, and applicable consultants. C. Architect and his appropriate consultants, together with Contractor and mechanical, plumbing, fire protection, and electrical sub-contractors shall conduct a space by space and exterior inspection to review materials and workmanship and to demonstrate that systems and equipment are operational. 1. Punch list of items requiring completion and correction will be created. 2. Time frame for completion of punch list items will be established, and date for Substantial Completion Inspection shall be set. 1.4 SUBSTANTIAL COMPLETION INSPECTION A. When Architect, Owner and Contractor agree that project is ready for Substantial Completion, an inspection is held. Punch list created at Pre-Substantial Inspection is to be substantially complete. B. Prior to this inspection, Contractor shall discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups and similar elements. C. Architect, Owner and Contractor review completion of punch list items. When Owner and Architect confirm that Contractor has achieved Substantial Completion of The Work, Owner, Architect and Contractor will execute Certificate of Substantial Completion that contains: 1. Date of Substantial Completion. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Closeout Procedures 2 01 7700 2. Punch List Work not yet completed, including seasonal and long lead items. 3. Amount to be withheld for completion of Punch List Work. 4. Time period for completion of Punch List Work. 5. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor fails to complete Punch List Work within time set forth in Certificate. D. Contractor shall present Closeout Submittals to Architect and place tools, spare parts, extra stock, and similar items required by Contract Documents in locations as directed by Facilities Manager. 1.5 FINAL ACCEPTANCE MEETING A. When punch list items except for any seasonal items or long lead items which will not prohibit occupancy are completed, Final Acceptance Meeting is held. B. Owner, Architect and Contractor execute Owner’s Project Closeout - Final Acceptance form, and verify: 1. All seasonal and long lead items not prohibiting occupancy, if any, are identified, with committed to completion date and amount to be withheld until completion. 2. Owner’s maintenance personnel have been instructed on all system operation and maintenance as required by the Contract Documents. 3. Final cleaning requirements have been completed. C. If applicable, once any seasonal and long lead items are completed, Closeout Inspection is held where Owner and Architect verify that The Work has been satisfactorily completed, and Owner, Architect and Contractor execute Closeout portion of the Project Closeout - Final Acceptance form. D. When Owner and Architect confirm that The Work is satisfactorily completed, Architect will authorize final payment. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Closeout Submittal 1 01 7800 SECTION 01 7800 CLOSEOUT SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Closeout Submittals. 1.2 GENERAL A. Workmanship bonds, final certifications, equipment check -out sheets, and similar documents. B. Releases enabling Owner unrestricted use of The Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. C. Project photographs, damage or settlement survey, and similar record information required by Contract Documents. 1.3 OPERATIONS AND MAINTENANCE DATA A. Operations And Maintenance Manual(s) that include: 1. Certifications required by Contract Documents. 2. Copies of warranties required by Contract Documents. 3. Copy of complete Project Manual including Addenda, Modifications as defined in General Conditions, and other interpretations issued during construction. a. Mark these documents to show variations in actual Work performed in comparison with text of specifications and Modifications. Show substitutions, selection of options, and similar information, particularly on elements that are concealed or cannot otherwise be readily discerned later by direct observation. b. Note related record drawing information and Product Data. 4. Copy of Soils Report. 5. Operations and maintenance submittals required by Contract Documents. 6. Site Management Plan (SMP): a. Maintenance recommendations for Site Management Plan (SMP) required by Contract Documents. b. Recommended procedures to be established by Owner for maintenance of landscape work for one (1) full year after contract maintenance period ends required by Contract Documents. 7. Testing and Inspection Reports required by Contract Documents. 1.4 WARRANTIES A. When written guarantees beyond one (1) year after substantial completion are required by Contract Documents, secure such guarantees and warranties properly addressed and signed in favor of Owner. Include these documents in Operations & Maintenance Manual(s) specified above. B. Delivery of guarantees and warranties will not relieve Contrac tor from obligations assumed under other provisions of Contract Documents. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Closeout Submittal 2 01 7800 1.5 PROJECT RECORD DOCUMENTS A. Do not use record documents for construction purposes. Protect from deterioration and loss in secure, fire-resistive location. Provide access to record documents for Architect's reference during normal working hours. B. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation varies from the Work as originally shown. Give particular attention to concealed elements th at would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to Owner, but was not shown on Drawings. 3. Note related Change Order numbers where applicable. 1.6 SPARE PARTS A. Provide items that are indicated in individual Sections. 1.7 EXTRA STOCK MATERIALS A. Provide items that are indicated in individual Sections. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION Table of Contents - 1 - 05 0000 D I V I S I O N 05: M E T A L S 05 1000 S T R U C T U R A L M E T A L F R A M I N G 05 1200 STRUCTURAL STEEL FRAMING END OF TABLE OF CONTENTS B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Structural Steel Framing - 1 - 05 1200 SECTION 05 1200 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Section includes structural steel 1.2 DEFINITIONS A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303, "Code of Standard Practice for Steel Buildings and Bridges." 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show fabrication of structural-steel components. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant, Category STD. B. Comply with applicable provisions of the following specifications and documents: 1. AISC 303. 2. AISC 360. 3. RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." PART 2 - PRODUCTS 2.1 STRUCTURAL-STEEL MATERIALS A. Channels, Angles: ASTM A 36/A 36M. B. Plate and Bar: ASTM A 36/A 36M. C. Welding Electrodes: Comply with AWS requirements. 2.2 BOLTS, CONNECTORS, AND ANCHORS A. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers; all with plain finish. B. Zinc-Coated High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade DH heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers. 1. Finish: Hot-dip or mechanically deposited zinc coating. 2.3 PRIMER A. Primer: Fabricator's standard lead- and chromate-free, nonasphaltic, rust-inhibiting primer complying with MPI#79 and compatible with topcoat. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Structural Steel Framing - 2 - 05 1200 2.4 FABRICATION A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC 360. 2.5 SHOP CONNECTIONS A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. 1. Joint Type: Snug tightened. 2.6 SHOP PRIMING A. Shop prime steel surfaces except the following: 1. Surfaces to be high-strength bolted with slip-critical connections. 2. Galvanized surfaces. B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: 1. SSPC-SP 2, "Hand Tool Cleaning." C. Priming: Immediately after surface preparation, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify, with steel Erector present, elevations of concrete- and masonry-bearing surfaces and locations of anchor rods, bearing plates, and other embedment’s for compliance with requirements. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ERECTION A. Set structural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360. B. Base, Bearing and Leveling Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates. 1. Set plates for structural members on wedges, shims, or setting nuts as required. 2. Weld plate washers to top of baseplate. 3. Snug-tighten anchor rods after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of plate before packing with grout. 4. Promptly pack grout solidly between bearing surfaces and plates so no voi ds remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply with manufacturer's written installation instructions for shrinkage-resistant grouts. C. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." 3.3 FIELD CONNECTIONS A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. 1. Joint Type: Snug tightened. 2. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Structural Steel Framing - 3 - 05 1200 3.4 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to inspect high-strength bolted connections. B. Bolted Connections: Bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." C. Correct deficiencies in Work that test reports and inspections indicate does not comply with the Contract Documents. END OF SECTION 05 1200 B L A N K P A G E Table of Contents - 1 - 07 0000 D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N 07 5000 M E M B R A N E R O O F I N G 07 5419 POLYVINYL-CHLORIDE ROOFING: PVC 07 6000 F L A S H I N G A N D S H E E T M E T A L 07 6200 SHEET METAL FLASHING AND TRIM 07 9000 J O I N T P R O T E C T I O N 07 9200 JOINT SEALANTS END OF TABLE OF CONTENTS B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Polyvinyl-Chloride (PVC) Roofing - 1 - 07 5419 SECTION 07 5419 - POLYVINYL-CHLORIDE (PVC) ROOFING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mechanically fastened polyvinyl-chloride (PVC) roofing system. 1.2 DEFINITIONS A. Roofing Terminology: Definitions in ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other wo rk. 1.4 INFORMATIONAL SUBMITTALS A. Research/Evaluation Reports: For components of roofing system, from ICC-ES. B. Sample Warranties: For manufacturer's special warranties. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For roofing system to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. 1.7 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Source Limitations: Obtain components including fasteners for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested according to ASTM G 152, ASTM G 154, or ASTM G 155. B. Impact Resistance: Roofing system shall resist impact damage when tested according to ASTM D 3746 or ASTM D 4272. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Polyvinyl-Chloride (PVC) Roofing - 2 - 07 5419 C. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class C; for application and roof slopes indicated; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. D. Fire-Resistance Ratings: Comply with fire-resistance-rated assembly designs indicated. Identify products with appropriate markings of applicable testing agency. 2.3 PVC ROOFING A. PVC Sheet: ASTM D 4434/D 4434M, Type III, fabric reinforced. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: a. Sika Sarnafil. 2. Thickness: 72 mils, nominal. 3. Exposed Face Color: White. 2.4 AUXILIARY ROOFING MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with roofing. B. Sheet Flashing: Manufacturer's standard sheet flashing of same material, type, reinforcement, thickness, and color as PVC sheet. C. Bonding Adhesive: Manufacturer's standard. D. Slip Sheet: Manufacturer's standard, of thickness required for application. E. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Global 4470, designed for fastening roofing to substrate, and acceptable to roofing system manufacturer. F. Miscellaneous Accessories: Provide metal termination bars, metal battens, pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T-joint covers, lap sealants, termination reglets, and other accessories. 2.5 SUBSTRATE BOARDS A. Substrate Board: ASTM C 728, perlite board, 3/4-inch-thick, seal coated. PART 3 - EXECUTION 3.1 ROOFING INSTALLATION, GENERAL A. Install roofing system according to roofing system manufacturer's written instructions. B. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at end of workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. C. Install roofing and auxiliary materials to tie in to existing roofing to maintain weathertightness of transition. 3.2 SUBSTRATE BOARD INSTALLATION A. Install substrate board with long joints in continuous straight lines, perpendicular to roof slopes with end joints staggered between rows. Tightly butt substrate boards together. 1. Fasten substrate board to resist uplift pressure at corners, perimeter, and field of roof according to roofing system manufacturers' written instructions. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Polyvinyl-Chloride (PVC) Roofing - 3 - 07 5419 3.3 MECHANICALLY FASTENED ROOFING INSTALLATION A. Mechanically fasten roofing over area to receive roofing according to roofing system manufacturer's written instructions. Unroll roofing and allow to relax before retaining. 1. Install sheet according to ASTM D 5082. B. Accurately align roofing and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. C. Mechanically fasten or adhere roofing securely at terminations, penetrations, and perimeter of roofing. D. Apply roofing with side laps shingled with slope of roof deck where possible. E. In-Seam Attachment: Secure one edge of PVC sheet using fastening plates or metal battens centered within seam, and mechanically fasten PVC sheet to roof deck. F. Seams: Clean seam areas, overlap roofing, and hot-air weld side and end laps of roofing and sheet flashings according to manufacturer's written instructions to ensure a watertight seam installation . 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet. 2. Verify field strength of seams a minimum of twice daily, and repair seam sample areas. 3. Repair tears, voids, and lapped seams in roofing that do not comply with requirements. G. Spread sealant bed over deck-drain flange at roof drains, and securely seal roofing in place with clamping ring. 3.4 BASE FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing. C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet flashing. D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and end laps to ensure a watertight seam installation. E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. 3.5 PROTECTING AND CLEANING A. Protect roofing system from damage and wear during remainder of construction period. When remaining const ruction does not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07 5419 B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Sheet Metal Flashing and Trim - 1 - 07 6200 SECTION 07 6200 - SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Sheet metal fascia. 2. Formed low-slope roof sheet metal fabrications. 3. Formed wall sheet metal fabrications. 4. Formed roof-drainage sheet metal fabrications. 5. Miscellaneous sheet metal fabrications. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For sheet metal flashing and trim. 1. Include plans, elevations, sections, and attachment details. 2. Distinguish between shop- and field-assembled work. 3. Include identification of finish for each item. 4. Include pattern of seams and details of termination points, expansion joints and expansion -joint covers, direction of expansion, roof-penetration flashing, and connections to adjoining work. C. Samples: For each exposed product and for each color and texture specified. 1.3 INFORMATIONAL SUBMITTALS A. Product certificates. B. Product test reports. C. Sample warranty. 1.4 CLOSEOUT SUBMITTALS A. Maintenance data. 1.5 QUALITY ASSURANCE A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. 1.6 WARRANTY A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period. 1. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Sheet Metal Flashing and Trim - 2 - 07 6200 B. Sheet Metal Standard for Flashing and Trim: Comply with SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. 2.2 SHEET METALS A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping. B. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 coating designation; prepainted by coil-coating process to comply with ASTM A 755/A 755M. 1. Exposed Coil-Coated Finish: a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 2. Color: As selected by Architect from manufacturer's full range. C. Lead Sheet: ASTM B 749, Type L51121, copper-bearing lead sheet. D. Zinc Sheet: Electrolytic, 99 percent pure zinc alloyed with 1 percent titanium and copper. 1. Finish: Bright rolled. 2.3 UNDERLAYMENT MATERIALS A. Felt: ASTM D 226/D 226M, Type II (No. 30), asphalt-saturated organic felt; nonperforated. B. Synthetic Underlayment: Laminated or reinforced, woven polyethylene or polypropylene, synthetic roofing underlayment; bitumen free; slip resistant; suitable for high temperatures over 220 deg F; and complying with physical requirements of ASTM D 226/D 226M for Type I and Type II felts. 1. Products: Subject to compliance with requirements, provide one of the following: a. Atlas Roofing Corporation; Summit. b. Engineered Coated Products; Nova-Seal II. c. Kirsch Building Products, LLC; Sharkskin Comp. d. SDP Advanced Polymer Products Inc; Palisade. C. Self-Adhering, High-Temperature Sheet: Minimum 30 mils thick, consisting of a slip-resistant polyethylene- or polypropylene-film top surface laminated to a layer of butyl- or SBS-modified asphalt adhesive, with release-paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer. 1. Products: Subject to compliance with requirements, provide one of the following: a. Carlisle Residential, a division of Carlisle Construction Materials; WIP 300HT. b. Grace Construction Products, a unit of W. R. Grace & Co.-Conn.; Grace Ice and Water Shield HT. c. Henry Company; Blueskin PE200 HT. d. Kirsch Building Products, LLC; Sharkskin Ultra SA. e. Metal-Fab Manufacturing, LLC; MetShield. f. Owens Corning; WeatherLock Specialty Tile & Metal Underlayment. g. Polyguard Products, Inc.; Deck Guard HT. h. Protecto Wrap Company; Protecto Jiffy Seal Ice & Water Guard HT. i. SDP Advanced Polymer Products Inc; Palisade SA-HT. 2. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher. 3. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or lower. D. Slip Sheet: Rosin-sized building paper, 3 lb/100 sq. ft.minimum. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Sheet Metal Flashing and Trim - 3 - 07 6200 2.4 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item. 1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head. a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory -applied coating. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened. c. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter width. 2. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329. C. Solder: 1. For Zinc-Coated (Galvanized) Steel: ASTM B 32, Grade Sn50, 50 percent tin and 50 percent lead or Grade Sn60, 60 percent tin and 40 percent lead. D. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. E. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement. G. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187. H. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application. 2.5 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible. 1. Obtain field measurements for accurate fit before shop fabrication. 2. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems. 3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view. B. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim. 1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints. 2. Use lapped expansion joints only where indicated on Drawings. C. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard. D. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. E. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application, but not less than thickness of metal being secured. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Sheet Metal Flashing and Trim - 4 - 07 6200 F. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use.$ds~Rivet joints where necessary for strength. 2.6 LOW-SLOPE ROOF SHEET METAL FABRICATIONS A. Roof Edge Flashing (Gravel Stop) and Fascia Cap: Fabricate in minimum 96-inch-long, but not exceeding 12-foot- long sections. Furnish with 6-inch-wide, joint cover plates.$ds~Shop fabricate interior and exterior corners. 1. Fabricate from the Following Materials: a. Prefinished Galvanized Steel: 0.028 inch thick. B. Copings: Fabricate in minimum 96-inch-long, but not exceeding 12-foot-long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and interior leg. Miter corners, fasten and seal watertight.$ds~Shop fabricate interior and exterior corners. 1. Fabricate from the Following Materials: a. Prefinished Galvanized Steel: 0.040 inch thick (20 ga.). C. Base Flashing:Fabricate from the following materials: 1. Galvanized Steel: 0.034 inch thick (22 ga.). D. Counterflashing and Flashing Receivers: Fabricate from the following materials: 1. Galvanized Steel: 0.028 inch thick (24 ga.). E. Roof-Penetration Flashing: Fabricate from the following materials: 1. Galvanized Steel: 0.034 inch thick (22 ga.). F. Roof-Drain Flashing: Fabricate from the following materials: 1. Lead: 4 lb./sq. ft. hard tempered. 2.7 WALL SHEET METAL FABRICATIONS A. Through-Wall Flashing: Fabricate continuous flashings in minimum 96-inch-long, but not exceeding 12-foot-long, sections, under copings, and at shelf angles. Fabricate discontinuous lintel, sill, and similar flashings to extend 6 inches beyond each side of wall openings; and form with 2-inch-high, end dams. Fabricate from the following materials: 1. Zinc: 0.040 inch thick . B. Opening Flashings in Frame Construction: Fabricate head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. Form head and sill flashing with 2-inch-high, end dams. Fabricate from the following materials: 1. Prefinished Galvanized Steel: 0.028 inch thick (24 ga.). C. Wall Expansion-Joint Cover: Fabricate from the following materials: 1. Prefinished Galvanized Steel: 0.034 inch thick (22 ga.). 2.8 ROOF-DRAINAGE SHEET METAL FABRICATIONS A. Hanging Gutters: Fabricate to cross section required, complete with end pieces, outlet tubes, and other accessories as required. Fabricate in minimum 96-inch-long sections. Furnish flat-stock gutter brackets and gutter spacers and straps fabricated from same metal as gutters, of size recommended by cited sheet metal standard but with thickness not less than twice the gutter thickness. Fabricate expansion joints, expansion-joint covers, and gutter accessories from same metal as gutters. B. Downspouts: Fabricate rectangular open-face downspouts to dimensions indicated, complete with mitered elbows. Furnish with metal hangers from same material as downspouts and anchors. 2.9 MISCELLANEOUS SHEET METAL FABRICATIONS A. Miscellaneous and equipment support flashings: Fabricate from the following material: 1. Galvanized Steel: 0.034 inch thick (22 ga.). BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Sheet Metal Flashing and Trim - 5 - 07 6200 PART 3 - EXECUTION 3.1 UNDERLAYMENT INSTALLATION A. Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches. B. Synthetic Underlayment: Install synthetic underlayment, wrinkle free, according to manufacturers' written instructions, and using adhesive where possible to minimize use of mechanical fasteners under sheet metal. C. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps and edges with roller. Cover underlayment within 14 days. 3.2 INSTALLATION, GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. 2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners. 4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks. 5. Torch cutting of sheet metal flashing and trim is not permitted. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal sta ndard. 1. Coat concealed side of sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction. 2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection. 1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints. 2. Use lapped expansion joints only where indicated on Drawings. D. Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener manufacturer to achieve maximum pull-out resistance. E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tig ht installation. F. Seal joints as required for watertight construction. 3.3 ROOF FLASHING INSTALLATION A. General: Install sheet metal flashing and trim to comply with performance requirements and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Sheet Metal Flashing and Trim - 6 - 07 6200 B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate. C. Copings: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. D. Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top edge flared for elastomeric sealant, extending minimum of 4 inches over base flashing. Install stainless-steel draw band and tighten. E. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints minimum of 4 inches. F. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to pipes that penetrate roof. 3.4 WALL FLASHING INSTALLATION A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall-opening components such as windows, doors, and louvers. B. Opening Flashings in Frame Construction: Install continuous head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. 3.5 MISCELLANEOUS FLASHING INSTALLATION A. Equipment Support Flashing: Coordinate installation of equipment support flashing with installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support member. 3.6 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean off excess sealants. C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. END OF SECTION 07 6200 BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Joint Sealants - 1 - 07 9200 SECTION 07 9200 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Silicone joint sealants. 2. Latex joint sealants. 1.2 ACTION SUBMITTALS A. Product Data: For each joint-sealant product indicated. B. Samples: For each kind and color of joint sealant required. C. Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application, joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. 1.3 INFORMATIONAL SUBMITTALS A. Product test reports. B. Preconstruction compatibility and adhesion test reports. C. Preconstruction field-adhesion test reports. D. Field-adhesion test reports. E. Warranties. 1.4 WARRANTY A. Special Installer's Warranty: Manufacturer's standard form in which Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Three years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. 2.2 SILICONE JOINT SEALANTS A. Neutral-Curing Silicone Joint Sealant: ASTM C 920. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. BASF Building Systems, Sonneborn, Sonolastic 150. b. Dow Corning Corporation, 791. c. Polymeric Systems, Inc, PSI-631 d. Tremco Incorporated, Spectrem 2. 2. Type: Single component (S). BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Joint Sealants - 2 - 07 9200 3. Grade: nonsag (NS). 4. Class: 25. 5. Uses Related to Exposure: Nontraffic (NT). B. Mildew-Resistant Silicone Joint Sealant: ASTM C 920. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. BASF Building Systems, Sonneborn, Omniplus or Sonolastic 150. b. Dow Corning Corporation, 786 Mildew Resistant. c. GE Advanced Materials - Silicones, Sanitary 1700. d. Tremco Incorporated, Tremsil 600 White. 2. Type: Single component (S). 3. Grade: nonsag (NS). 4. Class: 25. C. Uses Related to Exposure: Nontraffic (NT). 2.3 LATEX JOINT SEALANTS A. Latex Joint Sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. BASF Building Systems, Sonneborn, ChemRex, Inc., Sonolac. b. Pecora Corporation, AC-20. c. Tremco Incorporated, Tremflex 834. 2.4 JOINT SEALANT BACKING A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin), Type O (open-cell material), Type B (bicellular material with a surface skin) or any of the preceding types, as approved in writing by joint-sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer. 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions. 1. Remove laitance and form-release agents from concrete. 2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Joint Sealants - 3 - 07 9200 C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.2 INSTALLATION A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. B. Install sealant backings of kind indicated to support sealants durin g application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. D. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated. F. Acoustical Sealant Installation: Comply with ASTM C 919 and with manufacturer's written recommendations. G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.3 FIELD QUALITY CONTROL A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows: 1. Extent of Testing: Test completed and cured sealant joints as follows: a. Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and joint substrate. b. Perform 1 test for each 1000 feet of joint length thereafter or 1 test per each floor per elevation. 2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. B. Evaluation of Field-Adhesion Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements will be considered satisfactory. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements. 3.4 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Interior joints in field-painted vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. c. Vertical joints on exposed surfaces of interior unit masonry, concrete, walls and partitions. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Joint Sealants - 4 - 07 9200 d. Perimeter joints between interior wall surfaces and frames of interior doors, windows and elevator entrances. e. Other joints as indicated. 2. Joint Sealant: Latex. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Control and expansion joints in unit masonry. b. Joints in exterior insulation and finish systems. c. Joints between metal panels. d. Joints between different materials listed above. e. Perimeter joints between materials listed above and frames of doors, windows and louvers. f. Control and expansion joints in ceilings and other overhead surfaces. g. Other joints as indicated. 2. Joint Sealant: Neutral-Curing Silicone. C. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Sealant Location: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Tile control and expansion joints where indicated. c. Other joints as indicated. 2. Joint Sealant: Mildew Resistant Silicone. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. END OF SECTION 07 9200 Table of Contents - 1 - 08 0000 D I V I S I O N 08: W I N D O W S A N D D O O R S 08 6000 R O O F W I N D O W S A N D S K Y L I G H T S 08 6200 UNIT SKYLIGHTS (R) END OF TABLE OF CONTENTS B L A N K P A G E BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Unit Skylights - 1 - 08 6200 SECTION 08 6200 - UNIT SKYLIGHTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Unit skylights mounted on prefabricated curbs. 1.2 ACTION SUBMITTALS A. Product Data: For each type of unit skylight. B. Shop Drawings: For unit skylight work. Include plans, elevations, sections, details, and connections to supporting structure and other adjoining work. C. Samples: For each type of exposed finish required and each type of glazing. 1.3 INFORMATIONAL SUBMITTALS A. Qualification data. B. Product test reports. C. Field quality-control reports. D. Sample warranty. 1.4 CLOSEOUT SUBMITTALS A. Maintenance data. 1.5 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of unit skylights that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. SunOptics Prismatic Skylights; #800MD. 2. Bristolite 3. Velux America, Inc. 2.2 UNIT SKYLIGHTS A. Unit Shape and Size: Rectangular, 48-by-96-inch nominal inside curb. B. Acrylic Glazing: ASTM D 4802, thermoformable, monolithic sheet, category as standard with manufacturer, Finish 1 (smooth or polished), Type UVF (formulated with UV absorber). 1. Triple-Glazing using SR60 clear prismatic lens over 2-SR20 clear prismatic inner lenses, CC2 acrylic: a. Outer Glazing Color: Colorless, transparent. b. Double Inner Glazing Color: Colorless, transparent. BYU-I: PROJ - 002065 February 2023 2022 BEN Headhouse Roofing Unit Skylights - 2 - 08 6200 C. U-Value: 0.25 minimum D. Glazing Gaskets: Manufacturer's standard. E. Prefabricated Curb: Manufacturers standard 1-1/2 inches by 12” tall. F. Aluminum Components: 1. Sheets: ASTM B 209, alloy and temper to suit forming operations and finish requirements but with not less than the strength and durability of alclad alloy 3005-H25. 2. Extruded Shapes: ASTM B 221, alloy and temper to suit structural and finish requirements but with not less than the strength and durability of alloy 6063-T52. 3. Anodic Coating: Class I, clear anodic coating complying with AAMA 611. G. Fasteners: Same metal as metal being fastened, nonmagnetic stainless steel, or other noncorrosive metal as recommended by manufacturer. Finish exposed fasteners to match material being fastened. 1. Where removal of exterior exposed fasteners might allow access to building, provide nonremovable fastener heads. H. Condensation Control: Fabricate unit skylights with integral internal gutters and nonclogging weeps to collect and drain condensation to the exterior. I. Thermal Break: Fabricate unit skylights with thermal barrier separating exterior and interior metal framing. J. Fall Protection: Safety/Security Guard, .162” diameter galvanized cold rolled steel wire, 4” maximum on center in both directions. PART 3 - EXECUTION 3.1 INSTALLATION A. Coordinate installation of unit skylight with installation of substrates, vapor retarders, roof insulation, roofing membrane, and flashing as required to ensure that each element of the Work performs properly and that combined elements are waterproof and weathertight. B. Comply with recommendations in AAMA 1607 and with manufacturer's written instructions for installing unit skylights. 3.2 FIELD QUALITY CONTROL A. After completion of installation and nominal curing of sealant and glazing compounds but before installation of interior finishes, test for water leaks according to AAMA 501.2. B. Perform test for total area of each unit skylight. C. Work will be considered defective if it does not pass tests and inspections. D. Additional testing and inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.3 CLEANING A. Clean exposed unit skylight surfaces according to manufacturer's written instructions. Touch up damaged metal coatings and finishes. END OF SECTION 08 6200