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HomeMy WebLinkAboutPLAN SPECS - 23-00882 - BYUI Hart building - Facade Replacement BRIGHAM YOUNG UNIVERSITY - IDAHO REXBURG, IDAHO JOHN W. HART BUILDING EXTERIOR REFURBISH November 17, 2023 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TABLE OF CONTENTS TOC-1 TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS SECTION 01 0000 GENERAL REQUIREMENTS SECTION 01 1000 SUMMARY SECTION 01 2300 ALTERNATES SECTION 01 2500 SUBSTITUTION PROCEDURES SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION SECTION 01 3200 CONSTRUCTION PROGRESS DOCUMENTATION SECTION 01 3300 SUBMITTAL PROCEDURES SECTION 01 4000 QUALITY REQUIREMENTS SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS SECTION 01 6000 PRODUCT REQUIREMENTS SECTION 01 7300 EXECUTION SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL SECTION 01 7700 CLOSEOUT PROCEDURES SECTION 01 7839 PROJECT RECORD DOCUMENTS DIVISION 02 – EXISTING CONDITIONS SECTION 02 4119 SELECTIVE DEMOLITION DIVISION 05 – METALS SECTION 05 3100 STEEL DECKING SECTION 05 4000 COLD-FORMED METAL FRAMING DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES SECTION 06 1600 SHEATHING DIVISION 07 – THERMAL AND MOISTURE PROTECTION SECTION 07 2726 FLUID-APPLIED MEMBRANE AIR BARRIERS SECTION 07 4213 FORMED METAL WALL PANELS SECTION 07 5323 ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING SECTION 07 6200 SHEET METAL FLASHING AND TRIM SECTION 07 9200 JOINT SEALANTS DIVISION 08 – OPENINGS SECTION 08 1113 HOLLOW METAL DOORS AND FRAMES DIVISION 09 – FINISHES SECTION 09 9113 EXTERIOR PAINTING JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TABLE OF CONTENTS TOC-2 DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING SECTION 23 3713 AIR OUTLETS AND INLETS JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) GENERAL REQUIREMENTS 01 0000 - 1 SECTION 01 0000 – GENERAL REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes general requirements that are to apply to all Work throughout the Project. Requirements included in this Section are to apply to all other specification Sections. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. “Center of...”: Indicates a specific single point at the exact center of the tile, panel, or other surface indicated. D. Conforms”: When used to convey Architect's action on Contractor's submittals, applications, and requests, “conforms” is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. E. “Contractor”: The General Contractor unless otherwise stated. F. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." G. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. H. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." I. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site. J. “Project Manager”: The Contractor’s project manager. K. “Project Representative”: The Owner’s project representative(s). L. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) GENERAL REQUIREMENTS 01 0000 - 2 M. "Provide": Furnish and install, complete and ready for the intended use. N. "Regulations": 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. O. “Related Sections”: Related Sections articles are included herein as a courtesy to assist in the locating of items in the specifications that the reader might expect to find in the Section but that are specified elsewhere. The list of sections may or may not be complete. ‘Related Sections’ articles do not relieve the Contractor of the contractual obligation to perform to all the Contract Documents or to coordinate who does what amongst the team of subcontractors. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." 1.5 SITE INSPECTION A. Examine the premises and site and compare them with the drawings and specifications. B. Become familiar with existing conditions such as obstructive areas, excavating or filling, and any problems related to construction. No allowances will subsequently be made by reason of failure to examine the site. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) GENERAL REQUIREMENTS 01 0000 - 3 1.6 SCOPE OF THE WORK A. See Section 01 1000 “Summary” for an overall general summary of the Work. B. Unless otherwise provided, all materials, labor, equipment, tools, transportation, and utilities necessary for the successful completion of the Project shall be provided at the expense of the Contractor. C. Requirements of the Work are contained in the Contract Documents, and include cross- references herein to published information, which is not necessarily bound therewith. D. Provide, as part of the Bid and without additional charge, all incidental items required for completion of the Work, even if not specifically indicated. 1. Install all Work so that its several component parts function together as a complete and workable system, and with all equipment properly adjusted and in working order. E. Conform to highest quality standards for materials and workmanship to execute Work that is indicated or specified and that is necessary to fully satisfy the Contract Document requirements for a complete, finished, acceptable installation regardless of whether indicated or specified or not. F. Responsibilities of the Contractor includes the responsibility to verify all field measurements of actual building conditions so that all Work fits properly in the locations indicated and specified. Protect existing structures, improvements, trees, and other items from physical damage, unless identified to be removed. G. Any existing surfaces, furniture or equipment that are damaged by the Contractor are to be restored to their original condition, or better, to the satisfaction of the Owner. H. Restore roads, utilities, walks, curbs, gutters or other improvements belonging to the Owner, to the same condition as they existed prior to commencement of construction. Where said improvements are damaged, they shall be replaced by new Work to match existing adjacent Work, or repaired if acceptable to Project Representative, at no cost to Owner. 1.7 WORKERS A. Enforce strict discipline and good order among his/her employees at all times and shall not employ on the Project any unfit person or anyone not skilled in the Work assigned to him/her. B. Consumption of alcohol or any other controlled, non-medically prescribed substance will not be allowed on the Project. C. Rectify behavior unacceptable to the Owner or Owner’s Project Representative by strict enforcement of discipline. Owner reserves the right to request dismissal of individual workers for failure to comply with standards of behavior communicated to the Contractor. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) GENERAL REQUIREMENTS 01 0000 - 4 1.8 TAXES A. The Contractor shall pay sales, use, payroll, unemployment, old age pension, or surtax applicable to this project. B. The Owner shall pay taxes and assessments on real property comprising the site of this project. 1.9 MANUFACTURER’S DIRECTIONS A. Manufactured articles, materials, or equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the Manufacturer’s printed directions unless otherwise indicated in the Contract Documents. 1.10 FASTENERS A. Unless noted otherwise, the trade requiring the fastening of its Work to any substrate or support is responsible for provision and installation of requisite fasteners. 1.11 PENETRATIONS A. The sealing of all penetrations in fire-rated, acoustically-rated or structural partitions and separations is the responsibility of the trade making or requiring the penetration. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 0000 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUMMARY 01 1000 - 1 SECTION 01 1000 - SUMMARY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Access to site. 4. Work restrictions. B. Related Requirements: 1. Section 01 5000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.2 PROJECT INFORMATION A. Project Identification: John W. Hart Exterior Refurbish. 1. Project Location: Brigham Young University – Idaho; Rexburg Idaho. 2. FFKR Project No# 23110. B. Owner: Brigham Young University – Idaho. C. Architect: FFKR Architects, 730 Pacific Avenue, Salt Lake City, Utah 84104, (801) 521-6186. D. Contractor: Big-D has been engaged as Contractor/CmGC for this Project. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: 1. The Work includes selective demolition and refurbishing of exterior of existing John W. Hart Building as indicated. B. Type of Contract: 1. Project will be constructed under a single prime contract. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUMMARY 01 1000 - 2 1.4 CONTRACTOR'S USE OF SITE AND PREMISES A. Restricted Use of Site: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. B. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Owner Occupancy: Allow for Owner occupancy of adjacent Project site and use by the public. Confine constructions operations to construction limits indicated on Drawings. Do not disrupt normal operations in adjacent buildings or portions of buildings indicated to remain. Operations not to be disrupted include, but are not limited to, the following: a. Emergency vehicle access. b. Public transportation access. c. Access for building waste removal. d. Access for building deliveries. e. Access to exits and entrances for building patrons and the public. f. Utilities and other services to the building. 2. Driveways and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations. 1.5 WORK RESTRICTIONS A. Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. C. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances on Owner's property is not permitted. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUMMARY 01 1000 - 3 D. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times. E. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site. 1. Maintain list of approved screened personnel with Owner's representative. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 1000 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ALTERNATES 01 2300 - 1 SECTION 01 2300 - ALTERNATES PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for alternates. 1.2 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. Alternates described in this Section are part of the Work only if enumerated in the Agreement. 2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum. 1.3 PROCEDURES A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of alternate. B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates. C. Execute accepted alternates under the same conditions as other Work of the Contract. D. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ALTERNATES 01 2300 - 2 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: Provide new fluid-applied air barrier at existing CMU walls, where required. 1. Base Bid: No fluid-applied air barrier for existing CMU walls. 2. Alternate: Where required, provide new fluid-applied air barrier to existing CMU walls, as specified in Section 07 2726 "Fluid-Applied Membrane Air Barriers ". END OF SECTION 01 2300 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBSTITUTION PROCEDURES 01 2500 - 1 SECTION 01 2500 - SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for substitutions. B. Related Requirements: 1. Section 01 2300 "Alternates" for products selected under an alternate. 2. Section 01 6000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers. 1.2 DEFINITIONS A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required to meet other Project requirements but may offer advantage to Contractor or Owner. 1.3 ACTION SUBMITTALS A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Substitution Request Form: Use form acceptable to Architect. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable. b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBSTITUTION PROCEDURES 01 2500 - 2 features and requirements indicated. Indicate deviations, if any, from the Work specified. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners. h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated. i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES. j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availa bility, or delays in delivery. k. Cost information, including a proposal of change, if any, in the Contract Sum. l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated. m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. 1.4 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. 1.5 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBSTITUTION PROCEDURES 01 2500 - 3 1.6 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Not allowed unless otherwise indicated. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 2500 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 1 SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following: 1. General coordination procedures. 2. RFIs. 3. Project Transfer Website (Newforma). 4. Project meetings. B. Related Requirements: 1. Section 01 3200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule. 2. Section 01 7300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points. 3. Section 01 7700 "Closeout Procedures" for coordinating closeout of the Contract. 1.2 DEFINITIONS A. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents. 1.3 INFORMATIONAL SUBMITTALS A. Subcontract List: Prepare a written summary identifying individuals or firms pr oposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, telephone number, and email address of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 2 1. Post copies of list in Project meeting room, in temporary field office, and in prominent location in built facility. Keep list current at all times. 1.4 REQUEST FOR INFORMATION (RFI) A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 1. Architect will return without response those RFIs submitted to Architect by other entities controlled by Contractor. 2. Coordinate and submit RFIs in a prompt manner 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. Name of Architect. 3. Architect's Project number. 4. Date. 5. Name of Contractor. 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: AIA Document G716. 1. Attachments shall be electronic files in PDF format. D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven 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. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 3 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 by Architect 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 Proposal according to General Conditions of the Contract. 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: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number, including RFIs that were returned without action or withdrawn. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. 1.5 DIGITAL PROJECT MANAGEMENT PROCEDURES A. Web-Based Project Software: Use Architect's web-based Project software site (Newforma) for purposes of Project communication and documentation until Final Completion. B. PDF Document Preparation: Where PDFs are required to be submitted to Architect, prepare as follows: 1. Assemble complete submittal package into a single indexed file, incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 4 3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated. 1.6 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times a minimum of 10 working days prior to meeting. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Entity responsible for conducting meeting will record significa nt discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting. B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. 1. Attendees: Authorized representatives of Owner Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: a. Responsibilities and personnel assignments. b. Tentative construction schedule. c. Critical work sequencing and long lead items. d. Designation of key personnel and their duties. e. Lines of communications. f. Use of web-based Project software. g. Procedures for processing field decisions and Change Orders. h. Procedures for RFIs. i. Procedures for testing and inspecting. j. Procedures for processing Applications for Payment. k. Distribution of the Contract Documents. l. Submittal procedures. m. Preparation of Record Documents. n. Use of the premises and existing building. o. Work restrictions. p. Working hours. q. Owner's occupancy requirements. r. Responsibility for temporary facilities and controls. s. Procedures for moisture and mold control. t. Procedures for disruptions and shutdowns. u. Parking availability. v. Office, work, and storage areas. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 5 w. Equipment deliveries and priorities. x. First aid. y. Security. z. Progress cleaning. 3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other Sections and when required for coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related RFIs. d. Related Change Orders. e. Purchases. f. Deliveries. g. Submittals. h. Review of mockups. i. Possible conflicts. j. Compatibility requirements. k. Time schedules. l. Weather limitations. m. Manufacturer's written instructions. n. Warranty requirements. o. Compatibility of materials. p. Acceptability of substrates. q. Temporary facilities and controls. r. Space and access limitations. s. Regulations of authorities having jurisdiction. t. Testing and inspecting requirements. u. Installation procedures. v. Coordination with other work. w. Required performance results. x. Protection of adjacent work. y. Protection of construction and personnel. 3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. 4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 6 5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Conduct progress meetings at weekly intervals. 1. Coordinate dates of meetings with preparation of payment requests. 2. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site use. 8) Temporary facilities and controls. 9) Progress cleaning. 10) Quality and work standards. 11) Status of correction of deficient items. 12) Field observations. 13) Status of RFIs. 14) Status of Proposal Requests. 15) Pending changes. 16) Status of Change Orders. 17) Pending claims and disputes. 18) Documentation of information for payment requests. 4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT MANAGEMENT AND COORDINATION 01 3100 - 7 a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting, where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 3100 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 1 SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Contractor's Construction Schedule. 2. Construction schedule updating reports. 3. Daily construction reports. 4. Material location reports. 5. Site condition reports. 6. Unusual event reports. 1.2 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources. 1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times. 2. Predecessor Activity: An activity that precedes another activity in the network. 3. Successor Activity: An activity that follows another activity in the network. B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine the critical path of Project and when activities can be performed. C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. D. Event: The starting or ending point of an activity. 1.3 INFORMATIONAL SUBMITTALS A. Format for Submittals: Submit required submittals in the following format: 1. PDF file. B. Contractor's Construction Schedule: Initial schedule, of size required to di splay entire schedule for entire construction period. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 2 1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals. C. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days. 1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known. 2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known. D. Construction Schedule Updating Reports: Submit with Applications for Payment. E. Daily Construction Reports: Submit at weekly intervals. F. Material Location Reports: Submit at weekly intervals. G. Site Condition Reports: Submit at time of discovery of differing conditions. H. Unusual Event Reports: Submit at time of unusual event. 1.4 COORDINATION A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from entities involved. 2. Coordinate each construction activity in the network with other activities, and schedule them in proper sequence. 1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules. B. Time Frame: Extend schedule from date established for commencement of the Work to date of Final Completion. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 3 1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect. 2. Temporary Facilities: Indicate start and completion dates for the following as applicable: a. Securing of approvals and permits required for performance of the Work. b. Temporary facilities. c. Construction of mock-ups, prototypes and samples. d. Owner interfaces and furnishing of items. e. Regulatory agency approvals. f. Punch list. 3. Procurement Activities: Include procurement process activities for the following long lead-time items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. 4. Submittal Review Time: Include review and resubmittal times indicated in Section 01 3300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule. 5. Startup and Testing Time: Include no fewer than 15 days for startup and testing. 6. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. 7. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and Final Completion. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Work by Owner: Include a separate activity for each portion of the Work performed by Owner. 2. Products Ordered in Advance: Include a separate activity for each product. Include delivery date indicated in Section 01 1000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date. 3. Owner-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 01 1000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date. 4. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. c. Uninterruptible services. d. Partial occupancy before Substantial Completion. e. Use-of-premises restrictions. f. Provisions for future construction. g. Seasonal variations. h. Environmental control. 5. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 4 a. Subcontract awards. b. Submittals. c. Purchases. d. Mockups. e. Fabrication. f. Sample testing. g. Deliveries. h. Installation. i. Tests and inspections. j. Adjusting. k. Curing. 6. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following: a. Structural completion. b. Completion of mechanical installation. c. Completion of electrical installation. d. Substantial Completion. E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues: 1. Unresolved issues. 2. Unanswered Requests for Information. 3. Rejected or unreturned submittals. 4. Notations on returned submittals. 5. Pending modifications affecting the Work and the Contract Time. G. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Final Completion percentage for each activity. H. Distribution: Distribute copies of approved schedule to Architect Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 5 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. 1.6 CPM SCHEDULE REQUIREMENTS A. CPM Schedule: Prepare Contractor's Construction Schedule using a time-scaled CPM network analysis diagram for the Work. 1. Develop network diagram in sufficient time to submit CPM schedule, so it can be accepted for use no later than 60 days after date established for commencement of the Work. a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates. 2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information. 3. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates. 4. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule to coordinate with the Contract Time. B. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup network diagram, prepare a skeleton network to identify probable critical paths. 1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities: a. Preparation and processing of submittals. b. Mobilization and demobilization. c. Purchase of materials. d. Delivery. e. Fabrication. f. Utility interruptions. g. Installation. h. Work by Owner that may affect or be affected by Contractor's activities. i. Testing and inspection. j. Punch list and Final Completion. k. Activities occurring following Final Completion. 2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 6 3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time. 4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges. a. Subnetworks on separate sheets are permissible for activities clearly off the critical path. C. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall Project schedule. D. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following: 1. Contractor or subcontractor and the Work or activity. 2. Description of activity. 3. Main events of activity. 4. Immediate preceding and succeeding activities. 5. Early and late start dates. 6. Early and late finish dates. 7. Activity duration in workdays. 8. Average size of workforce. 9. Dollar value of activity (coordinated with the schedule of values). E. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following: 1. Identification of activities that have changed. 2. Changes in early and late start dates. 3. Changes in early and late finish dates. 4. Changes in activity durations in workdays. 5. Changes in the critical path. 6. Changes in the Contract Time. F. Value Summaries: Prepare two cumulative value lists, sorted by finish dates. 1. In first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value. 2. In second list, tabulate activity number, late finish date, dollar value, and cumulative dollar value. 3. In subsequent issues of both lists, substitute actual finish dates for activities completed as of list date. 4. Prepare list for ease of comparison with payment requests; coordinate timing with progress meetings. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 7 a. In both value summary lists, tabulate "actual percent complete" and "cumulative value completed" with total at bottom. 1.7 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. Approximate count of personnel at Project site. 3. Equipment at Project site. 4. Material deliveries. 5. High and low temperatures and general weather conditions, including presence of rain or snow. 6. Testing and inspection. 7. Accidents. 8. Meetings and significant decisions. 9. Unusual events. 10. Stoppages, delays, shortages, and losses. 11. Meter readings and similar recordings. 12. Emergency procedures. 13. Orders and requests of authorities having jurisdiction. 14. Change Orders received and implemented. 15. Construction Change Directives received and implemented. 16. Services connected and disconnected. 17. Equipment or system tests and startups. 18. Partial completions and occupancies. 19. Substantial Completions authorized. B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. Indicate the following categories for stored materials: 1. Material stored prior to previous report and remaining in storage. 2. Material stored prior to previous report and since removed from storage and installed. 3. Material stored following previous report and remaining in storage. C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. D. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 8 effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable. 1. Submit unusual event reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 3200 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 1 SECTION 01 3300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Submittal schedule requirements. 2. Administrative and procedural requirements for submittals. B. Related Requirements: 1. Section 01 3200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule. 2. Section 01 4000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections. 3. Section 01 7700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals. 4. Section 01 7839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." 1.3 SUBMITTAL SCHEDULE A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Format: Arrange the following information in a tabular format: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 2 a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal Category: Action; informational. d. Name of subcontractor. e. Subcontractor preparing the submittal. f. Description of the Work covered. g. Scheduled date for Architect's final release or approval. h. Scheduled dates for purchasing. i. Scheduled date of fabrication. j. Scheduled dates for installation. k. Activity or event number. 1.4 SUBMITTAL FORMATS A. Submittal Information: Include the following information in each submittal: 1. Project name. 2. Date. 3. Name of Architect. 4. Name of Contractor. 5. Name of firm or entity that prepared submittal. 6. Names of subcontractor, manufacturer, and supplier. 7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals. 8. Category and type of submittal. 9. Submittal purpose and description. 10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items. 11. Drawing number and detail references, as appropriate. 12. Indication of full or partial submittal. 13. Location(s) where product is to be installed, as appropriate. 14. Other necessary identification. 15. Remarks. 16. Signature of transmitter. B. Options: Identify options requiring selection by Architect. C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet. D. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number. E. Submittals Utilizing Web-Based Project Software: Prepare submittals as PDF files or other format indicated by Project management software. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 3 1.5 SUBMITTAL PROCEDURES A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project management software website. Enter required data in web-based software site to fully identify submittal. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of submittals for related parts of the Work specified in different Sections, so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal. D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block, and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 4 E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp. 1.6 SUBMITTAL REQUIREMENTS A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information. 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams that show factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 5. Submit Product Data before Shop Drawings, and before or concurrently with Samples. B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal based on Architect's digital data drawing files is otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 5 g. Seal and signature of professional engineer if specified. C. Samples: Submit Samples for review of type, color, pattern, and texture for a check of these characteristics with other materials. 1. Transmit Samples that contain multiple, related components, such as accessories together in one submittal package. 2. Identification: Permanently attach label on unexposed side of Samples that includes the following: a. Project name and submittal number. b. Generic description of Sample. c. Product name and name of manufacturer. d. Sample source. e. Number and title of applicable Specification Section. f. Specification paragraph number and generic name of each item. 3. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal. 4. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units, showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected. 6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner spec ified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record Sample. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 6 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal. G. Certificates: 1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated. 2. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. 3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. 4. Material Certificates: Submit written statements on manufacturer's letterhead, certifying that material complies with requirements in the Contract Documents. 5. Product Certificates: Submit written statements on manufacturer's letterhead, certifying that product complies with requirements in the Contract Documents. 6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of AWS B2.1/B2.1M on AWS forms. Include names of firms and personnel certified. H. Test and Research Reports: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 7 1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required. 2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. 3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. 4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. 5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. 6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: a. Name of evaluation organization. b. Date of evaluation. c. Time period when report is in effect. d. Product and manufacturers' names. e. Description of product. f. Test procedures and results. g. Limitations of use. 1.7 DELEGATED-DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 8 1.8 CONTRACTOR'S REVIEW A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 1. Architect will not review submittals received from Contractor that do not have Contractor's review and approval. 1.9 ARCHITECT'S REVIEW A. Action Submittals: Architect will review each submittal, indicate corrections or revisions required, and return where required by Contract Documents. 1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate action, as follows: 1) “No Exceptions”: Architect has no exceptions to submittal. 2) “Revise and Resubmit”: Architect requires submittal to be revised and resubmitted. 3) Provide as Noted: Architect has no exceptions to submittal as revised by Architect’s notes indicated on submittal. 4) “Returned Without Action”: Architect returns submittal without action because submittal was not required by the Contract Documents. 2. Submittals by Web-Based Project Management Software: Architect will indicate, on Project management software website, the appropriate action. a. Actions taken by indication on Project management software website have the following meanings: 1) “No Exceptions”: Architect has no exceptions to submittal. 2) “Revise and Resubmit”: Architect requires submittal to be revised and resubmitted. 3) Provide as Noted: Architect has no exceptions to submittal as revised by Architect’s notes indicated on submittal. 4) “Returned Without Action”: Architect returns submittal without action because submittal was not required by the Contract Documents. B. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SUBMITTAL PROCEDURES 01 3300 - 9 C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. E. Architect will return without review, or discard submittals received from sources other than Contractor. F. Submittals not required by the Contract Documents will be returned by Architect without action. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 3300 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 1 SECTION 01 4000 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and quality-control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality- assurance and quality-control procedures that facilitate compliance with the 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. 4. Specific test and inspection requirements are not specified in this Section. 1.2 DEFINITIONS A. Experienced: When used with an entity or individual, "experienced," unless otherwise further described, means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work. C. 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, assembly, and similar operations. 1. Use of trade-specific terminology in referring to a Work result does not require that certain construction activities specified apply exclusively to specific trade(s). D. Mockups: Full-size physical assemblies that are constructed on-site either as freestanding temporary built elements or as part of permanent construction. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 2 tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. E. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. Unless otherwise indicated, copies of reports of tests or inspections performed for other than the Project do not meet this definition. F. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. G. Source Quality-Control Tests and Inspections: Tests and inspections that are performed at the source (e.g., plant, mill, factory, or shop). H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Th e term "testing laboratory" shall have the same meaning as the term "testing agency." I. Quality-Assurance Services: Activities, actions, and procedures performed befor e and during execution of the Work, to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. J. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work, to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality-control services do not include contract administration activities performed by Architect. 1.3 DELEGATED-DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Services Statement: Submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services. 1.4 CONFLICTING REQUIREMENTS A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements is specified and the standards or requirements establish different or conflicting JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 3 requirements for minimum quantities or quality levels, inform the Architect regarding the conflict and obtain clarification prior to proceeding with the Work. Refer conflicting requirements that are different, but apparently equal, to Architect for clarification before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.5 INFORMATIONAL SUBMITTALS A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities. B. Qualification Data: For Contractor's quality-control personnel. C. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility submitted to authorities having jurisdiction before starting work on the following systems: 1. Seismic-force-resisting system, designated seismic system, or component listed in the Statement of Special Inspections. 2. Main wind-force-resisting system or a wind-resisting component listed in the Statement of Special Inspections. D. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Entity responsible for performing tests and inspections. 3. Description of test and inspection. 4. Identification of applicable standards. 5. Identification of test and inspection methods. 6. Number of tests and inspections required. 7. Time schedule or time span for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. E. Reports: Prepare and submit certified written reports and documents as specified. F. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 4 1.6 REPORTS AND DOCUMENTS A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, telephone number, and email address 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 inspection. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, telephone number, and email address of technical repr esentative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement of whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, telephone number, and email address of factory-authorized service representative making report. 2. Statement that equipment complies with requirements. 3. Results of operational and other tests and a statement of whether observed performance complies with requirements. 4. Statement of whether conditions, products, and installation will affect warranty. 5. Other required items indicated in individual Specification Sections. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 5 1.7 QUALITY ASSURANCE A. Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: 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. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory-authorized service representative requirements. C. Fabricator Qualifications: A firm experienced in producing products 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. D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, 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. E. 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 the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that is similar in material, design, and extent to those indicated for this Project. F. Testing and Inspecting Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspection indicated, as documented in accordance with ASTM E329, and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities. G. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. H. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect, demonstrate, repair, and perform service on installations of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following Contractor's responsibilities, including the following: 1. Provide test specimens representative of proposed products and construction. 2. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 6 3. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements. 4. Build site-assembled test assemblies and mockups, using installers who will perform same tasks for Project. 5. Build laboratory mockups at testing facility, using personnel, products, and methods of construction indicated for the completed Work. 6. When testing is complete, remove test specimens and test assemblies, and mockups, and laboratory mockups; do not reuse products on Project. 7. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect, with copy to Contractor. Interpret tests and inspections, and state in each report whether tested and inspected Work complies with or deviates from the Contract Documents. J. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups of size indicated. 2. Build mockups in location indicated or, if not indicated, as directed by Architect. 3. Notify Architect seven days in advance of dates and times when mockups will be constructed. 4. Employ supervisory personnel who will oversee mockup construction. Employ workers who will be employed to perform same tasks during the construction at Project. 5. Demonstrate the proposed range of aesthetic effects and workmanship. 6. Obtain Architect's approval of mockups before starting corresponding Work, fabrication, or construction. a. Allow seven days for initial review and each re-review of each mockup. 7. Promptly correct unsatisfactory conditions noted by Architect's preliminary review, to the satisfaction of the Architect, before completion of final mockup. 8. Approval of mockups by the Architect does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 9. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 10. Demolish and remove mockups when directed unless otherwise indicated. 1.8 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspection they are engaged to perform. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 7 2. Costs for retesting and reinspecting construction that replaces or is necessitated by Work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements. 1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not. 2. Engage a qualified testing agency to perform quality-control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspection will be performed. 4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 5. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. D. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the locations from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections, and state in each report whether tested and inspected Work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform duties of Contractor. E. Manufacturer's Field Services: Where indicated, engage a 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." JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 8 F. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports. G. Contractor's Associated Requirements and Services: Cooperate with agencies and representatives performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the 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 inspection. Assist 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 control by testing agency. 7. Security and protection for samples and for testing and inspection equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspection. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents. Coordinate and submit concurrently with Contractor's Construction Schedule. Update and submit with each Application for Payment. 1. Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. 1.9 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 the responsibility of Owner, and as follows: 1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures, and reviewing the completeness and adequacy of those procedures to perform the Work. 2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 3. Submitting a certified written report of each test, inspection, and similar quality-control service to Architect with copy to Contractor and to authorities having jurisdiction. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) QUALITY REQUIREMENTS 01 4000 - 9 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections, and stating in each report whether tested and inspected Work complies with or deviates from the Contract Documents. 6. Retesting and reinspecting corrected Work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Test and Inspection Log: Prepare a record of tests and inspections. Include the 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 special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 1. Submit log at Project closeout as part of Project Record Documents. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspection, 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 or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 01 7300 "Execution." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01 4000 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 1 SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities, to extent not already provided. B. Related Requirements: 1. Section 01 1000 "Summary" for work restrictions and limitations on utility interruptions. 1.2 USE CHARGES A. Installation, removal, and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, occupants of Project, testing agencies, and authorities having jurisdiction. B. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. C. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. 1.3 INFORMATIONAL SUBMITTALS A. Site Utilization Plan: Show temporary facilities, temporary utility lines an d connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel. B. Implementation and Termination Schedule: Within 15 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility. C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content. D. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 2 E. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC-control measures proposed for use, proposed locations, and proposed time frame for their operation. Include the following: 1. Locations of dust-control partitions at each phase of work. 2. HVAC system isolation schematic drawing. 3. Location of proposed air-filtration system discharge. 4. Waste-handling procedures. 5. Other dust-control measures. F. Noise and Vibration Control Plan: Identify construction activities that may impact the occupancy and use of existing spaces within the building or adjacent existing buildings, whether occupied by others, or occupied by the Owner. Include the following: 1. Methods used to meet the goals and requirements of the Owner. 2. Concrete cutting method(s) to be used. 3. Location of construction devices on the site. 4. Show compliance with the use and maintenance of quieted construction devices for the duration of the Project. 5. Indicate activities that may disturb building occupants and that are planned to be performed during non-standard working hours as coordinated with the Owner. 1.4 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1. 1.5 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 3 PART 2 - PRODUCTS 2.1 MATERIALS A. Polyethylene Sheet: Reinforced, fire-resistive sheet, 10-mil minimum thickness, with flame- spread rating of 15 or less in accordance with ASTM E84 and passing NFPA 701 Test Method 2. 2.2 TEMPORARY FACILITIES A. Field Offices: Continue use of existing Owner-provided conditioned interior space for field offices. B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. 1. Store combustible materials apart from building. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. 1. Locate facilities to limit site disturbance as specified in Section 01 1000 "Summary." B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 4 B. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. C. Sanitary Facilities: Provide temporary toilets, wash facilities, safety shower and eyewash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. D. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas. 1. Prior to commencing work, isolate the HVAC system in area where work is to be performed. a. Disconnect supply and return ductwork in work area from HVAC systems servicing occupied areas. b. Maintain negative air pressure within work area, using HEPA-equipped air- filtration units, starting with commencement of temporary partition construction, and continuing until removal of temporary partitions is complete. 2. Maintain dust partitions during the Work. Use vacuum collection attachments on dust- producing equipment. Isolate limited work within occupied areas using portable dust- containment devices. 3. Perform daily construction cleanup and final cleanup using approved, HEPA-filter- equipped vacuum equipment. E. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner. F. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. G. Electronic Communication Service: Provide secure WiFi wireless connection to internet with provisions for access by Architect and Owner. 3.3 SUPPORT FACILITIES INSTALLATION A. Comply with the following: 1. If needed, provide construction for shops and sheds located within construction area or within 30 feet of building lines that is noncombustible in accordance with ASTM E136. Comply with NFPA 241. 2. Utilize designated area within existing building for temporary field offices. 3. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 5 Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain, including curbs, pavement, and utilities. C. Parking: Use designated areas of Owner's existing parking areas for construction personnel. D. Storage and Staging: Use designated areas of Project site for storage and staging needs. E. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. a. Provide temporary, directional signs for construction personnel and visitors. 2. Maintain and touch up signs, so they are legible at all times. F. Waste Disposal Facilities: Comply with requirements specified in Section 01 7419 "Construction Waste Management and Disposal." G. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 01 7300 "Execution." H. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. I. Existing Elevator Use: Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore elevators to condition existing before initial use, including replacing worn cables, guide shoes, and similar items of limited life. 1. Do not load elevators beyond their rated weight capacity. 2. Provide protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. If, despite such protection, elevators become damaged, engage elevator Installer to restore damaged work, so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make required repairs and refinish entire unit, or provide new units as required. J. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 6 1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If stairs become damaged, restore damaged areas, so no evidence remains of correction work. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. 1. Comply with work restrictions specified in Section 01 1000 "Summary." C. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. D. Temporary Egress: Provide temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. Provide signage directing occupants to temporary egress. E. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and students from fumes and noise. 1. Construct dustproof partitions with two layers of 6-mil polyethylene sheet on each side. Cover floor with two layers of 6-mil polyethylene sheet, extending sheets 18 inches up the sidewalls. Overlap and tape full length of joints. Cover floor with fire-retardant- treated plywood. a. Construct vestibule and airlock at each entrance through temporary partition with not less than 48 inches between doors. Maintain water-dampened foot mats in vestibule. 2. Where fire-resistance-rated temporary partitions are indicated or are required by authorities having jurisdiction, construct partitions according to the rated assemblies. 3. Insulate partitions to control noise transmission to occupied areas. 4. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and securi ty locks where openings are required. 5. Protect air-handling equipment. 6. Provide walk-off mats at each entrance through temporary partition. F. Protect existing brick and precast concrete that is to remain. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) TEMPORARY FACILITIES AND CONTROLS 01 5000 - 7 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent constructi on that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 01 7700 "Closeout Procedures." END OF SECTION 01 5000 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 1 SECTION 01 6000 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. B. Related Requirements: 1. Section 01 1000 "Summary" for Contractor requirements related to Owner-furnished products. 2. Section 01 2300 "Alternates" for products selected under an alternate. 3. Section 01 2500 "Substitution Procedures" for requests for substitutions. 4. Section 01 7700 "Closeout Procedures" for submitting warranties. 1.2 DEFINITIONS A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Salvaged items or items reused from other projects are not considered new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise. 3. Comparable Product: Product by named manufacturer that is demonstrated and approved through the comparable product submittal process described in Part 2 "Comparable Products" Article, to have the indicated qualities related to type, function, dimension, in - service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis-of-Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation. Published attributes and characteristics of basis-of-design product establish salient characteristics of products. 1. Evaluation of Comparable Products: In addition to the basis-of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 2 for purposes of evaluating comparable products of additional manufacturers named in the specification. Manufacturer's published attributes and characteristics of basis-of-design product also establish salient characteristics of products for purposes of evaluating comparable products. C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the specifications, select another named product or product from another named manufacturer that does meet the requirements of the specifications; submit a comparable product request or substitution request, if applicable. D. Comparable Product Request Submittal: An action submittal requesting consideration of a comparable product, including the following information: 1. Identification of basis-of-design product or fabrication or installation method to be replaced, including Specification Section number and title and Drawing numbers and titles. 2. Data indicating compliance with the requirements specified in Part 2 "Comparable Products" Article. E. Basis-of-Design Product Specification Submittal: An action submittal complying with requirements in Section 01 3300 "Submittal Procedures." F. Substitution: Refer to Section 01 2500 "Substitution Procedures" for definition and limitations on substitutions. 1.3 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. B. Identification of Products: Except for required labels and operating data, do not attach or imprint manufacturer or product names or trademarks on exposed surfaces of products or equipment that will be exposed to view in occupied spaces or on the exterior. 1. Labels: Locate required product labels and stamps on a concealed surface, or, where required for observation following installation, on a visually accessible surface that is not conspicuous. 2. Equipment Nameplates: Provide a permanent nameplate on each item of service- or power-operated equipment. Locate on a visually accessible but inconspicuous surface. Include information essential for operation, including the following: a. Name of product and manufacturer. b. Model and serial number. c. Capacity. d. Speed. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 3 e. Ratings. 3. See individual identification Sections in Divisions 21, 22, 23, and 26 for additional equipment identification requirements. 1.4 COORDINATION A. Modify or adjust affected work as necessary to integrate work of approved comparable products and approved substitutions. 1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products, using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. 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. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to determine compliance with the Contract Documents and that products are undamaged and properly protected. C. Storage: 1. Provide a secure location and enclosure at Project site for storage of materials and equipment. 2. Store products to allow for inspection and measurement of quantity or counting of units. 3. Store materials in a manner that will not endanger Project structure. 4. Store products that are subject to damage by the elements under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation and with adequate protection from wind. 5. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 6. Comply with product manufacturer's written instructions for temperature, hum idity, ventilation, and weather-protection requirements for storage. 7. Protect stored products from damage and liquids from freezing. 8. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 4 1.6 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Written standard warranty form furnished by individual manufacturer for a particular product and issued in the name of the Owner or endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner and issued in the name of the Owner or endorsed by manufacturer to Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included in the Project Manual, prepare a written document, using indicated form properly executed. 3. See other Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Section 01 7700 "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. 6. Or Equal: For products specified by name and accompanied by the term "or equal," "or approved equal," or "or approved," comply with requirements in "Comparable Products" Article to obtain approval for use of an unnamed product. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 5 a. Submit additional documentation required by Architect in order to establish equivalency of proposed products. Unless otherwise indicated, evaluation of "or equal" product status is by the Architect, whose determination is final. B. Product Selection Procedures: 1. Sole Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a. Sole product may be indicated by the phrase "Subject to compliance with requirements, provide the following." 2. Sole Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a. Sole manufacturer/source may be indicated by the phrase "Subject to compliance with requirements, provide products by the following." 3. Limited List of Products: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. a. Limited list of products may be indicated by the phrase "Subject to compliance with requirements, provide one of the following." 4. Non-Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed or an unnamed product that complies with requirements. a. Non-limited list of products is indicated by the phrase "Subject to compliance with requirements, available products that may be incorporated in the Work include, but are not limited to, the following." b. Provision of an unnamed product is not considered a substitution, if the product complies with requirements. 5. Limited List of Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. a. Limited list of manufacturers is indicated by the phrase "Subject to compliance with requirements, provide products by one of the following." 6. Non-Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed or a product by an unnamed manufacturer that complies with requirements. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 6 a. Non-limited list of manufacturers is indicated by the phrase "Subject to compliance with requirements, available manufacturers whose products may be incorporated in the Work include, but are not limited to, the following." b. Provision of products of an unnamed manufacturer is not considered a substitution, if the product complies with requirements. 7. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications may additionally indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. a. For approval of products by unnamed manufacturers, comply with requirements in Section 01 2500 "Substitution Procedures" for substitutions for convenience. C. Visual Matching Specification: Where Specifications require the phrase "match Architect's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. 1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 01 2500 "Substitution Procedures" for proposal of product. D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or a similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 COMPARABLE PRODUCTS A. Conditions for Consideration of Comparable Products: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with the following requirements: 1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those of the named basis-of-design product. Significant product qualities include attributes, such as type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects, with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PRODUCT REQUIREMENTS 01 6000 - 7 B. Architect's Action on Comparable Products Submittal: If necessary, Architect will request additional information or documentation for evaluation, as specified in Section 01 3300 "Submittal Procedures." 1. Form of Approval of Submittal: As specified in Section 01 3300 "Submittal Procedures." 2. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated. C. Submittal Requirements, Two-Step Process: Approval by the Architect of Contractor's request for use of comparable product is not intended to satisfy other submittal requirements. Comply with specified submittal requirements. D. Submittal Requirements, Single-Step Process: When acceptable to Architect, incorporate specified submittal requirements of individual Specification Section in combined submittal for comparable products. Approval by the Architect of Contractor's request for use of comparable product and of individual submittal requirements will also satisfy other submittal requirements. PART 3 - EXECUTION (Not Used) END OF SECTION 01 6000 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 1 SECTION 01 7300 - EXECUTION PART 1 - GENERAL 1.1 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work, including, but not limited to, the following: 1. Construction layout. 2. Installation of the Work. 3. Cutting and patching. 4. Progress cleaning. 5. Protection of installed construction. B. Related Requirements: 1. Section 01 1000 "Summary" for coordination of Owner-furnished products, and limits on use of Project site. 2. Section 01 3300 "Submittal Procedures" for submitting surveys. 3. Section 01 7700 "Closeout Procedures" for replacing defective work and final cleaning. 4. Section 02 4119 "Selective Demolition" for demolition and removal of selected portions of the building. 1.2 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of subsequent work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work. 1.3 PREINSTALLATION MEETINGS A. Cutting and Patching Conference: Conduct conference at Project site. 1. Prior to commencing work requiring cutting and patching, review extent of cutting and patching anticipated and examine procedures for ensuring satisfactory result from cutting and patching work. Inform Architect of scheduled meeting. Require representatives of each entity directly concerned with cutting and patching to attend, including the following: a. Contractor's superintendent. b. Trade supervisor responsible for cutting operations. c. Trade supervisor(s) responsible for patching of each type of substrate. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 2 d. Mechanical, electrical, and utilities subcontractors' supervisors, to the extent each trade is affected by cutting and patching operations. 2. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For professional engineer. B. Certificates: Submit certificate signed by professional engineer, certifying that location and elevation of improvements comply with requirements. C. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information: 1. Extent: Describe reason for and extent of each occurrence of cutting and patching. 2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements. 3. Products: List products to be used for patching and firms or entities that will perform patching work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. 6. Include description of provisions for temporary services and systems during interruption of permanent services and systems. D. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. 1.5 QUALITY ASSURANCE A. Professional Engineer Qualifications: Refer to Section 01 4000 "Quality Requirements." B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: When cutting and patching structural elements, or when encountering the need for cutting and patching of elements whose structural function is not known, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 3 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. 3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. C. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of specified products and equipment. PART 2 - PRODUCTS 2.1 MATERIALS A. Comply with requirements specified in other Sections. B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. Use materials that are not considered hazardous. C. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. 1. Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels. PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 4 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, gas service piping, and water -service piping; underground electrical services; and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect in accordance with requirements in Section 01 3100 "Project Management and Coordination." 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks and existing conditions. If discrepancies are discovered, notify Architect promptly. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 5 B. Engage a professional engineer experienced in laying out the Work, using the following accepted surveying practices: 1. Establish limits on use of Project site. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers of lines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Architect when deviations from required lines and levels exceed allowable tolerances. C. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect. 3.4 INSTALLATION A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. 4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces, unless otherwise indicated on Drawings. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure satisfactory results as judged by Architect. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations, so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy of type expected for Project. E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on-site and placement in permanent locations. F. Tools and Equipment: Select tools or equipment that minimize production of excessive noise levels. G. Templates: Obtain and distribute to the parties involved templates for Work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 6 H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions with manufacturer. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. I. Joints: Make joints of uniform width. Where joint locations in exposed Work are not indicated, arrange joints for the best visual effect, as judged by Architect. Fit exposed connections together to form hairline joints. J. Repair or remove and replace damaged, defective, or nonconforming Work. 1. Comply with Section 01 7700 "Closeout Procedures" for repairing or removing and replacing defective Work. 3.5 CUTTING AND PATCHING A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of Work to be cut. D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching in accordance with requirements in Section 01 1000 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 7 G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 5. Proceed with patching after construction operations requiring cutting are complete. H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as practicable, as judged by Architect. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfac es in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch, corner to corner of wall and edge to edge of ceiling. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 8 I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.6 PROGRESS CLEANING A. Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 01 7419 "Construction Waste Management and Disposal." H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXECUTION 01 7300 - 9 J. Limiting Exposures: Supervise construction operations to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.7 PROTECTION AND REPAIR OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Repair Work previously completed and subsequently damaged during construction period. Repair to like-new condition. C. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work. D. Comply with manufacturer's written instructions for temperature and relative humidity. END OF SECTION 01 7300 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 7419 - 1 SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Disposing of nonhazardous construction waste. 1.2 DEFINITIONS A. Construction Waste: Building, structure, and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. B. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in landfill, incinerator acceptable to authorities having jurisdiction, or designated spoil areas on Owner’s property. 1.3 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition and construction waste becomes property of Contractor. 1.4 INFORMATIONAL SUBMITTALS A. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with transportation and disposal regulations of authorities having jurisdiction. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 7419 - 2 PART 2 - PRODUCTS PART 3 - EXECUTION 3.1 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged or recycled, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. General: Except for items or materials to be salvaged or recycled, remove waste materials and legally dispose of at designated spoil areas on Owner’s property. C. Burning: Do not burn waste materials. END OF SECTION 01 7419 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CLOSEOUT PROCEDURES 01 7700 - 1 SECTION 01 7700 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for Contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. 4. Final cleaning. 5. Repair of the Work. B. Related Requirements: 1. Section 01 7839 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 1.2 DEFINITIONS A. List of Incomplete Items: Contractor-prepared list of items to be completed or corrected, prepared for the Architect's use prior to Architect's inspection, to determine if the Work is substantially complete. 1.3 ACTION SUBMITTALS A. Product Data: For each type of cleaning agent. B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion. C. Certified List of Incomplete Items: Final submittal at Final Completion. 1.4 CLOSEOUT SUBMITTALS A. Certificates of Release: From authorities having jurisdiction. B. Certificate of Insurance: For continuing coverage. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CLOSEOUT PROCEDURES 01 7700 - 2 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Schedule of Maintenance Material Items: For maintenance material submittal items required by other Sections. 1.6 SUBSTANTIAL COMPLETION PROCEDURES A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's "punch list"), indicating the value of each item on the list and reasons why the Work is incomplete. B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction, permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 2. Submit closeout submittals specified in other Division 01 Sections, including Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information. 3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Architect. Label with manufacturer's name and model number. a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Architect's signature for receipt of submittals. 5. Submit testing, adjusting, and balancing records. 6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Advise Owner of pending insurance changeover requirements. 2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 3. Complete startup and testing of systems and equipment. 4. Perform preventive maintenance on equipment used prior to Substantial Completion. 5. Advise Owner of changeover in utility services. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CLOSEOUT PROCEDURES 01 7700 - 3 6. Participate with Owner in conducting inspection and walkthrough with local emergency responders. 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 8. Complete final cleaning requirements. 9. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects. D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.7 FINAL COMPLETION PROCEDURES A. Submittals Prior to Final Completion: Before requesting final inspection for determining Final Completion, complete the following: 1. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has b een completed or otherwise resolved for acceptance. 2. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. 3. Submit pest-control final inspection report. B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.8 LIST OF INCOMPLETE ITEMS A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CLOSEOUT PROCEDURES 01 7700 - 4 1. Organize list of spaces in sequential order, proceeding from lowest floor to highest floor, listed by room or space number. 2. Organize items applying to each space by major element, including categories for ceilings, individual walls, floors, equipment, and building systems. 3. Include the following information at the top of each page: a. Project name. b. Date. c. Name of Architect. d. Name of Contractor. e. Page number. 4. Submit list of incomplete items in one of the following formats: a. MS Excel Electronic File: Architect will return annotated file. b. PDF Electronic File: Architect will return annotated file. c. Web-Based Project Software Upload: Utilize software feature for creating and updating list of incomplete items (punch list). 1.9 SUBMITTAL OF PROJECT WARRANTIES A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty. B. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual. C. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document. 1. Submit on digital media acceptable to Architect. D. Warranties in Paper Form: 1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. E. Provide additional copies of each warranty to include in operation and maintenance manuals. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CLOSEOUT PROCEDURES 01 7700 - 5 PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. 1. Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project: a. Clean Project site of rubbish, waste material, litter, and other foreign substances. b. Remove tools, construction equipment, machinery, and surplus material from Project site. c. Clean exposed hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. d. Remove debris and surface dust from limited-access spaces, including roofs, plenums, shafts, and similar spaces. e. Clean flooring, removing debris, dirt, and staining; clean according to manufacturer's recommendations. f. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Polish glass, taking care not to scratch surfaces. g. Remove labels that are not permanent. h. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. i. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) CLOSEOUT PROCEDURES 01 7700 - 6 j. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter on inspection. k. Clean luminaires, lamps, globes, and reflectors to function with full efficiency. l. Leave Project clean and ready for occupancy. C. Construction Waste Disposal: Comply with waste-disposal requirements in Section 01 5000 "Temporary Facilities and Controls." 3.2 REPAIR OF THE WORK A. Complete repair and restoration operations required by Section 01 7300 "Execution" before requesting inspection for determination of Substantial Completion. B. Repair, or remove and replace, defective construction. Repairing includes replacing def ective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition. 1. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration. a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification. 2. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity. 3. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. END OF SECTION 01 7700 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT RECORD DOCUMENTS 01 7839 - 1 SECTION 01 7839 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for project record documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. 4. Miscellaneous record submittals. B. Related Requirements: 1. Section 01 7700 "Closeout Procedures" for general closeout procedures. 1.2 CLOSEOUT SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit one set of marked-up record prints. B. Record Specifications: Submit one paper copy of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit one paper copy of each submittal. 1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual. D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record- keeping requirements and submittals in connection with various construction activities. Submit one paper copy of each submittal. E. Reports: Submit written report weekly indicating items incorporated into project record documents concurrent with progress of the Work, including revisi ons, concealed conditions, field changes, product selections, and other notations incorporated. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT RECORD DOCUMENTS 01 7839 - 2 PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. 1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it. d. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Depths of foundations below first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order or Construction Change Directive. k. Changes made following Architect's written orders. l. Details not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints. 4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT RECORD DOCUMENTS 01 7839 - 3 1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Identification: As follows: a. Project name. b. Date. c. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. Note related Change Orders, record Product Data, and record Drawings where applicable. B. Format: Submit record Specifications as paper copy. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, record Specifications, and record Drawings where applicable. B. Format: Submit record Product Data as paper copy. 1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) PROJECT RECORD DOCUMENTS 01 7839 - 4 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. B. Format: Submit miscellaneous record submittals as paper copy. 1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. General: Do not use Project Record Documents (referred to as “as-builts” in General Conditions) for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. B. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project. C. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Architect's reference during normal working hours. PART 4 - PRODUCTS (Not Used) PART 5 - EXECUTION (Not Used) END OF SECTION 01 7839 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SELECTIVE DEMOLITION 02 4119 - 1 SECTION 02 4119 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building or structure. 2. Salvage of existing items to be reused. B. Related Requirements: 1. Section 01 1000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements. 2. Section 01 7300 "Execution" for cutting and patching procedures. 1.2 DEFINITIONS A. Remove: Detach items from existing construction and dispose of them off -site unless indicated to be salvaged or reinstalled. B. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated. C. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. 1.3 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.4 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SELECTIVE DEMOLITION 02 4119 - 2 1.5 INFORMATIONAL SUBMITTALS A. Engineering Survey: Submit engineering survey of condition of building. B. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for dust control and, for noise control. Indicate proposed locations and construction of barriers. C. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Use of elevator and stairs. 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. D. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Submit before Work begins. E. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition. 1.6 CLOSEOUT SUBMITTALS A. Inventory: Submit a list of items that have been removed and salvaged. 1.7 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. 2. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SELECTIVE DEMOLITION 02 4119 - 3 E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.8 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. 1.9 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3.1 EXAMINATION A. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. B. Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. 1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SELECTIVE DEMOLITION 02 4119 - 4 C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video and templates. 1. Inventory and record the condition of items to be removed and salvaged for reinstallation. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. 3.3 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 01 5000 "Temporary Facilities and Controls." B. Dust Control: Use temporary enclosures and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations. 1. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 2. Cleaning: Clean adjacent improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. C. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. D. Remove temporary barricades and protections where hazards no longer exist. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SELECTIVE DEMOLITION 02 4119 - 5 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces t o avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 7. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 8. Dispose of demolished items and materials promptly. Comply with requirements in Section 01 7419 "Construction Waste Management and Disposal." B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items for Reinstallation: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. 5. Remove for reinstallation items indicated in Drawings, including, but not limited to, the following: a. Indicated existing door, frame, and hardware. 1) Reinstall existing door, frame and hardware that can be removed without damage. Verify with Architect and Owner to determine if removed door, removed frames, and components of removed hardware are in acceptable condition to be reinstalled. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SELECTIVE DEMOLITION 02 4119 - 6 a) Repaint door and frame if necessary after reinstallation. D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts. B. Precast Panels: Demolish in small sections. Cut panels at junctures with construction to remain, using power-driven saw, and then remove precast panels between saw cuts. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and recycle or dispose of them according to Section 01 7419 "Construction Waste Management and Disposal." 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 4. Comply with requirements specified in Section 01 7419 "Construction Waste Management and Disposal." B. Burning: Do not burn demolished materials. 3.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. 1. Clean roadways of debris caused by debris transport. END OF SECTION 02 4119 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) STEEL DECKING 05 3100 - 1 SECTION 05 3100 - STEEL DECKING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Roof deck filler. 1.2 ACTION SUBMITTALS A. Product Data: For the following: 1. Roof deck. B. Shop Drawings: 1. Include types of deck panels, anchorage details, reinforcing channels, special jointing, accessories, and attachments to other construction. 1.3 INFORMATIONAL SUBMITTALS A. Welding certificates. B. Field quality-control reports. 1.4 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." B. FM Approvals' RoofNav Listing: Provide steel roof deck evaluated by FM Approvals and listed in its RoofNav for Class 1 fire rating and Class 1-90 windstorm ratings. Identify materials with FM Approvals Certification markings. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect steel deck from corrosion, deformation, and other damage during delivery, storage, and handling. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) STEEL DECKING 05 3100 - 2 PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members." 2.2 ROOF DECK A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ASC Profiles, Inc. 2. Nucor Corp. 3. Verco Decking, Inc., a Nucor company. B. Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 31, and with the following: 1. Galvanized-Steel Sheet: ASTM A653/A653M, Structural Steel (SS), Grade 33, G60 zinc coating. 2. Deck Profile: Match existing. 3. Profile Depth: Match existing. 4. Steel Thickness. 5. Span Condition: As indicated. 6. Side Laps: Overlapped. 2.3 ACCESSORIES A. Provide manufacturer's standard accessory materials for deck that comply with requirements indicated. B. Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically driven carbon-steel fasteners; or self-drilling, self-threading screws. C. Side-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drilling, carbon-steel screws, No. 10 minimum diameter. D. Flexible Closure Strips: Vulcanized, closed-cell, synthetic rubber. E. Miscellaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of 33,000 psi, not less than 0.0359-inch design uncoated thickness, of same material and finish as deck; of profile indicated or required for application. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) STEEL DECKING 05 3100 - 3 F. Weld Washers: Uncoated steel sheet, shaped to fit deck rib, 0.0598 inch thick, with factory- punched hole of 3/8-inch minimum diameter. G. Galvanizing Repair Paint: ASTM A780/A780M. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine supporting frame and field conditions for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 31, manufacturer's written instructions, and requirements in this Section. B. Place deck panels and adjust to final position with ends accurately aligned before being permanently fastened. Do not stretch or contract side-lap interlocks. C. Place deck panels flat and square and fasten without warp or deflection. D. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of deck, and support of other work. E. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work. F. Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical fasteners and install according to deck manufacturer's written instructions. 3.3 INSTALLATION OF ROOF DECK A. Fasten roof-deck panels to supporting members by arc spot (puddle) welds of the surface diameter indicated or arc seam welds with an equal perimeter that is not less than 1-1/2 inches long, and as follows: 1. Weld Diameter: 3/4 inch, nominal. 2. Weld Spacing: Weld edge and interior ribs of deck units with a minimum of two welds per deck unit at each support. Space welds as indicated. 3. Weld Washers: Install weld washers at each weld location. B. End Bearing: Install deck ends over supporting frame with a minimum end bearing of 1-1/2 inches, with end joints as follows: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) STEEL DECKING 05 3100 - 4 1. End Joints: Lapped 2 inches minimum. 3.4 REPAIR A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A780/A780M and manufacturer's written instructions. 3.5 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections. B. Field welds will be subject to inspection. C. Prepare test and inspection reports. END OF SECTION 05 3100 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-1 SECTION 05 4000 - COLD-FORMED METAL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Load-bearing wall framing. 2. Soffit framing. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS A. Product Data: For the following: 1. Cold-formed steel framing materials. 2. Load-bearing wall framing. 3. Soffit framing. 4. Post-installed anchors. 5. Sill sealer gasket. B. Shop Drawings: 1. Include layout, spacings, sizes, thicknesses, and types of cold-formed steel framing; fabrication; and fastening and anchorage details, including mechanical fasteners. 2. Indicate reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For testing agency. B. Welding certificates. C. Product Certificates: For each type of code-compliance certification for studs and tracks. D. Product Test Reports: For each listed product, for tests performed by a qualified testing agency. 1. Steel sheet. 2. Mechanical fasteners. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-2 3. Miscellaneous structural clips and accessories. E. Research Reports: 1. For nonstandard cold-formed steel framing post-installed anchors, from ICC-ES or other qualified testing agency acceptable to authorities having jurisdiction. 2. For sill sealer gasket/termite barrier, showing compliance with ICC-ES AC380. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: Qualified according to ASTM E329 for testing indicated. B. Product Tests: Mill certificates or data from a qualified independent testing agency indicating steel sheet complies with requirements, including base-metal thickness, yield strength, tensile strength, total elongation, chemical requirements, and metallic-coating thickness. C. Code-Compliance Certification of Studs and Tracks: Provide documentation that framing members are certified according to the product-certification program of the Certified Steel Stud Association, the Steel Framing Industry Association or the Steel Stud Manufacturers Association. D. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AllSteel & Gypsum Products, Inc. 2. CEMCO; California Expanded Metal Products Co. 3. ClarkDietrich. 4. Consolidated Fabricators Corp.; Building Products Division. 5. Craco Manufacturing, Inc. 6. Custom Stud. 7. Design Shapes in Steel. 8. Formetal Co. Inc. (The). 9. Jaimes Industries. 10. MarinoWARE. 11. MBA Building Supplies. 12. MRI Steel Framing, LLC. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-3 2.2 COLD-FORMED STEEL FRAMING MATERIALS A. Steel Sheet: ASTM A1003/A1003M, Structural Grade, Type H, metallic coated, of grade and coating designation as follows: 1. Grade: ST33H. 2. Coating: G60, A60, AZ50, or GF30. 2.3 LOAD-BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows: 1. Minimum Base-Metal Thickness: 0.0428 inch. 2. Flange Width: 1-5/8 inches. B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges, and as follows: 1. Minimum Base-Metal Thickness: Matching steel studs. 2. Flange Width: 1-1/4 inches. 2.4 SOFFIT FRAMING A. Exterior Soffit Frame: Manufacturer's standard C-shaped steel sections, of web depths indicated, with stiffened flanges, and as follows: 1. Minimum Base-Metal Thickness: 0.0428 inch. 2. Flange Width: 1-5/8 inches minimum. 2.5 FRAMING ACCESSORIES A. Fabricate steel-framing accessories from ASTM A1003/A1003M, Structural Grade, Type H, metallic coated steel sheet, of same grade and coating designation used for framing members. B. Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, as follows: 1. Supplementary framing. 2. Bracing, bridging, and solid blocking. 3. Web stiffeners. 4. Anchor clips. 5. End clips. 6. Foundation clips. 7. Gusset plates. 8. Stud kickers and knee braces. 9. Joist hangers and end closures. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-4 10. Hole-reinforcing plates. 11. Backer plates. 2.6 ANCHORS, CLIPS, AND FASTENERS A. Steel Shapes and Clips: ASTM A36/A36M, zinc coated by hot-dip process according to ASTM A123/A123M. B. Post-Installed Anchors: Fastener systems with bolts of same basic metal as fastened metal, if visible, unless otherwise indicated; with working capacity greater than or equal to the design load, according to an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC01, ICC-ES AC193, ICC-ES AC58, or ICC-ES AC308 as appropriate for the substrate. 1. Uses: Securing cold-formed steel framing to structure. 2. Type: Torque-controlled adhesive anchor or adhesive anchor. 3. Material for Interior Locations: Carbon-steel components zinc plated to comply with ASTM B633 or ASTM F1941, Class Fe/Zn 5, unless otherwise indicated. 4. Material for Exterior or Interior Locations and Where Stainless Steel Is Indicated: Alloy Group 1 stainless-steel bolts, ASTM F593, and nuts, ASTM F594. C. Power-Actuated Anchors: Fastener systems with working capacity greater than or equal to the design load, according to an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. D. Mechanical Fasteners: ASTM C1513, corrosion-resistant-coated, self-drilling, self-tapping, steel drill screws. 1. Head Type: Low-profile head beneath sheathing; manufacturer's standard elsewhere. E. Welding Electrodes: Comply with AWS standards. 2.7 MISCELLANEOUS MATERIALS A. Cement Grout: Portland cement, ASTM C150/C150M, Type I; and clean, natural sand, ASTM C404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration. B. Nonmetallic, Nonshrink Grout: Factory-packaged, nonmetallic, noncorrosive, nonstaining grout, complying with ASTM C1107/C1107M, and with a fluid consistency and 30-minute working time. C. Shims: Load-bearing, high-density, multimonomer, nonleaching plastic; or cold-formed steel of same grade and metallic coating as framing members supported by shims. D. Sill Sealer Gasket: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to match width of bottom track or rim track members as required. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-5 E. Hat-Shaped, Rigid Furring Channels: ASTM C645. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. ClarkDietrich. b. MarinoWARE. c. MBA Building Supplies. d. MRI Steel Framing, LLC. e. SCAFCO Steel Stud Company. f. Steel Construction Systems. 2. Minimum Base-Steel Thickness: 0.0329 inch. 3. Depth: As indicated on Drawings. 2.8 FABRICATION A. Fabricate cold-formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section. 1. Fabricate framing assemblies using jigs or templates. 2. Cut framing members by sawing or shearing; do not torch cut. 3. Fasten cold-formed steel framing members by welding, screw fastening, clinch fastening, pneumatic pin fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted. a. Comply with AWS D1.3/D1.3M requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install according to Shop Drawings, with screws penetrating joined members by no fewer than three exposed screw threads. 4. Fasten other materials to cold-formed steel framing by welding, bolting, pneumatic pin fastening, or screw fastening, according to Shop Drawings. B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies by means that prevent damage or permanent distortion. C. Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable variation of 1/8 inch in 10 feet and as follows: 1. Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 2. Squareness: Fabricate each cold-formed steel framing assembly to a maximum out-of- square tolerance of 1/8 inch. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-6 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, conditions, and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Install load-bearing shims or grout between the underside of load-bearing wall bottom track and the top of foundation wall or slab at locations with a gap larger than 1/4 inch to ensure a uniform bearing surface on supporting concrete or masonry construction. B. Install sill sealer gasket at the underside of wall bottom track or rim track and at the top of foundation wall or slab at stud or joist locations. 3.3 INSTALLATION, GENERAL A. Cold-formed steel framing may be shop or field fabricated for inst allation, or it may be field assembled. B. Install cold-formed steel framing according to AISI S200, AISI S202, and manufacturer's written instructions unless more stringent requirements are indicated. C. Install shop- or field-fabricated, cold-formed framing and securely anchor to supporting structure. 1. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, true-to-line joints with maximum variation in plane and true position between fabricated panels not exceeding 1/16 inch. D. Install cold-formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold-formed steel framing members by welding, screw fastening, clinch fastening, or riveting. Wire tying of framing members is not permitted. a. Comply with AWS D1.3/D1.3M requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners, install according to Shop Drawings, and comply with requirements for spacing, edge distances, and screw penetration. E. Install framing members in one-piece lengths unless splice connections are indicated for track or tension members. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-7 F. Install temporary bracing and supports to secure framing and support loads equal to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured. G. Do not bridge building expansion joints with cold-formed steel framing. Independently frame both sides of joints. H. Fasten hole-reinforcing plate over web penetrations that exceed size of manufacturer's approved or standard punched openings. 3.4 INSTALLATION OF LOAD-BEARING WALL FRAMING A. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings as follows: 1. Anchor Spacing: As shown on Shop Drawings. B. Squarely seat studs against top and bottom tracks, with gap not exceeding 1/8 inch between the end of wall-framing member and the web of track. 1. Fasten both flanges of studs to top and bottom tracks. 2. Space studs as follows: a. Stud Spacing: As indicated on Drawings. C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar configurations. D. Align studs vertically where floor framing interrupts wall -framing continuity. Where studs cannot be aligned, continuously reinforce track to transfer loads. E. Align floor and roof framing over studs according to AISI S200, Section C1. Where framing cannot be aligned, continuously reinforce track to transfer loads. F. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure. G. Install headers over wall openings wider than stud spacing. Locate headers above openings. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, complete with clip-angle connectors, web stiffeners, or gusset plates. 1. Frame wall openings with not less than a double stud at each jamb of frame. Fasten jamb members together to uniformly distribute loads. 2. Install tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full-height wall studs. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-8 H. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, heavy trim, furnishings, and similar work requirin g attachment to framing. 1. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or load resulting from item supported. I. Install horizontal bridging in stud system, spaced vertically 48 inches]. Fasten at each stud intersection. 1. Channel Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched studs with a minimum of two screws into each flange of the clip angle for framing members up to 6 inches deep. 2. Strap Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud-track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges, and secure solid blocking to stud webs or flanges. 3. Bar Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. J. Install steel sheet diagonal bracing straps to both stud flanges; terminate at and fasten to reinforced top and bottom tracks. Fasten clip-angle connectors to multiple studs at ends of bracing and anchor to structure. K. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall-framing system. 3.5 INSTALLATION TOLERANCES A. Install cold-formed steel framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows: 1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 3.6 REPAIR A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed steel framing with galvanized repair paint according to ASTM A780/A780M and manufacturer's written instructions. 3.7 FIELD QUALITY CONTROL A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) COLD-FORMED METAL FRAMING 05 4000-9 B. Field and shop welds will be subject to testing and inspecting. C. Testing agency will report test results promptly and in writing to Contractor and Architect. D. Cold-formed steel framing will be considered defective if it does not pass tests and inspections. E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.8 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that cold-formed steel framing is without damage or deterioration at time of Substantial Completion. END OF SECTION 05 4000 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEATHING 06 1600 - 1 SECTION 06 1600 - SHEATHING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Parapet sheathing. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. 1.4 DELIVERY, STORAGE, AND HANDLING A. Stack panels flat with spacers beneath and between each bundle to provide air circulation. Protect sheathing from weather by covering with waterproof sheeting, sec urely anchored. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Resistance Ratings: As tested according to ASTM E119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Fire-Resistance Ratings: Indicated by design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. 2.2 PARAPET SHEATHING A. Glass-Mat Gypsum Sheathing: ASTM C1177/C1177M. 1. Products: Subject to compliance with requirements, provide one of the following: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEATHING 06 1600 - 2 a. CertainTeed Corporation; GlasRoc. b. Georgia-Pacific Gypsum LLC; Dens-Glass Gold. c. National Gypsum Company; Gold Bond eXP Extended Exposure Sheathing. d. USG Corporation; Securock. 2. Type and Thickness: Type X, 5/8 inch thick. 3. Size: 48 by 96 inches for vertical installation. 2.3 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. For parapet sheathing, provide fasteners with hot-dip zinc coating complying with ASTM A153/A153M. B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. C. Screws for Fastening Gypsum Sheathing to Cold-Formed Metal Framing: Steel drill screws, in length recommended by sheathing manufacturer for thickness of sheathing to be attached. 1. For steel framing less than 0.0329 inch thick, use screws that comply with ASTM C1002. 2. For steel framing from 0.033 to 0.112 inch thick, use screws that comply with ASTM C954. 2.4 SHEATHING JOINT-AND-PENETRATION TREATMENT MATERIALS A. Sealant for Glass-Mat Gypsum Sheathing: Elastomeric, medium-modulus, neutral-curing silicone joint sealant compatible with joint substrates formed by gypsum sheathing and other materials, recommended by sheathing manufacturer for application indicated and complying with requirements for elastomeric sealants specified in Section 07 9200 "Joint Sealants." PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange j oints so that pieces do not span between fewer than three support members. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated. C. Securely attach to substrate by fastening as indicated, complying with the following: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEATHING 06 1600 - 3 1. Table 2304.9.1, "Fastening Schedule," in the ICC's International Building Code. 2. ICC-ES evaluation report for fastener. D. Coordinate parapet sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. E. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements. F. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. 3.2 GYPSUM SHEATHING INSTALLATION A. Comply with GA-253 and with manufacturer's written instructions. 1. Fasten gypsum sheathing to cold-formed metal framing with screws. 2. Install panels with a 3/8-inch gap where non-load-bearing construction abuts structural elements. 3. Install panels with a 1/4-inch gap where they abut masonry or similar materials that might retain moisture, to prevent wicking. B. Apply fasteners so heads bear tightly against face of sheathing, but do not cut into facing. C. Vertical Installation: Install vertical edges centered over studs. Abut ends and edges with those of adjacent panels. Attach at perimeter and within field of panel to each stud. 1. Space fasteners approximately 8 inches o.c. and set back a minimum of 3/8 inch from edges and ends of panels. D. Seal sheathing joints according to sheathing manufacturer's written instructions. 1. Apply elastomeric sealant to joints and fasteners and trowel flat. Apply sufficient amount of sealant to completely cover joints and fasteners after troweling. Seal other penetrations and openings. END OF SECTION 06 1600 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 1 SECTION 07 2726 - FLUID-APPLIED MEMBRANE AIR BARRIERS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. (Alternate No#1) Vapor-permeable, fluid-applied air barriers. B. Related Requirements: 1. Section 06 1600 "Sheathing" for wall sheathings and wall sheathing joint-and-penetration treatments. 1.2 DEFINITIONS A. Air-Barrier Material: A primary element that provides a continuous barrier to the movement of air. B. Air-Barrier Accessory: A transitional component of the air barrier that provides continuity. C. Air-Barrier Assembly: The collection of air-barrier materials and accessories applied to an opaque wall, including joints and junctions to abutting construction, to control air movement through the wall. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Review air-barrier requirements and installation, special details, mockups, air-leakage and bond testing, air-barrier protection, and work scheduling that covers air barriers. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include manufacturer's written instructions for evaluating, preparing, and treating each substrate; technical data; dry film thickness; and tested physical and performance properties of products. B. Shop Drawings: For air-barrier assemblies. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 2 1. Show locations and extent of air-barrier materials, accessories, and assemblies specific to Project conditions. 2. Include details for substrate joints and cracks, counterflashing strips, penetrations, inside and outside corners, terminations, and tie-ins with adjoining construction. 3. Include details of interfaces with other materials that form part of air barrier. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. Include list of ABAA-certified installers and supervisors employed by Installer, who work on Project. B. Product Certificates: From air-barrier manufacturer, certifying compatibility of air barriers and accessory materials with Project materials that connect to or that come in contact with the barrier. C. Product Test Reports: For each air-barrier assembly, for tests performed by a qualified testing agency. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. 1. Installer shall be licensed by ABAA according to ABAA's Quality Assurance Program and shall employ ABAA-certified installers and supervisors on Project. 1.7 DELIVERY, STORAGE, AND HANDLING A. Remove and replace liquid materials that cannot be applied within their stated shelf life. B. Protect stored materials from direct sunlight. 1.8 FIELD CONDITIONS A. Environmental Limitations: Apply air barrier within the range of ambient and substrate temperatures recommended in writing by air-barrier manufacturer. 1. Protect substrates from environmental conditions that affect air-barrier performance. 2. Do not apply air barrier to a damp or wet substrate or during snow, rain, fog, or mist. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 3 PART 2 - PRODUCTS 2.1 MATERIALS A. Source Limitations: Obtain primary air-barrier materials and air-barrier accessories from single source from single manufacturer. B. VOC Content: 100 g/L or less. 2.2 PERFORMANCE REQUIREMENTS A. Air-Barrier Performance: Air-barrier assembly and seals with adjacent construction shall be capable of performing as a continuous air barrier and as a liquid-water drainage plane flashed to discharge to the exterior incidental condensation or water penetration. Air-barrier assemblies shall be capable of accommodating substrate movement and of sealing substrate expansion and control joints, construction material changes, penetrations, tie-ins to installed waterproofing, and transitions at perimeter conditions without deterioration and air leakage exceeding specified limits. B. Air-Barrier Assembly Air Leakage: Maximum 0.04 cfm/sq. ft. of surface area at 1.57 lbf/sq. ft., when tested according to ASTM E2357. 2.3 MEDIUM-BUILD AIR BARRIERS, VAPOR PERMEABLE A. Medium-Build, Vapor-Permeable Air Barrier: Synthetic polymer material with an installed dry film thickness, according to manufacturer's written instructions, of 17 to 30 mils over smooth, void-free substrates. 1. Products: Subject to compliance with requirements, provide one of the following: a. DuPont Safety and Construction; DuPont Tyvek Fluid Applied WB. b. GE Construction Sealants; Momentive Performance Materials Inc.; Elemax 2600. c. Hohmann & Barnard, Inc; Enviro-Barrier VP. d. Sto Corp; Sto AirSeal®. e. W.R. Meadows, Inc; Air-Shield LMP. 2. Physical and Performance Properties: a. Air Permeance: Maximum 0.004 cfm/sq. ft. of surface area at 1.57-lbf/sq. ft. pressure difference; ASTM E2178. b. Vapor Permeance: Minimum 10 perms; ASTM E96/E96M, Desiccant Method, Procedure A. c. Ultimate Elongation: Minimum 250 percent; ASTM D412, Die C. d. Adhesion to Substrate: Minimum 30 lbf/sq. in. when tested according to ASTM D4541. e. UV Resistance: Can be exposed to sunlight for 180 days according to manufacturer's written instructions. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 4 2.4 ACCESSORY MATERIALS A. Requirement: Provide primers, transition strips, termination strips, joint reinforcing fabric and strips, joint sealants, counterflashing strips, flashing sheets and metal termination bars, termination mastic, substrate patching materials, adhesives, tapes, foam sealants, lap sealants, and other accessory materials that are recommended in writing by air -barrier manufacturer to produce a complete air-barrier assembly and that are compatible with primary air-barrier material and adjacent construction to which they may seal. B. Primer: Liquid waterborne primer recommended for substrate by air-barrier material manufacturer. C. Stainless-Steel Sheet: ASTM A240/A240M, Type 304, 0.0187 inch thick, and Series 300 stainless-steel fasteners. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. 1. Verify that substrates are sound and free of oil, grease, dirt, excess mortar, or other contaminants. 2. Verify that substrates have cured and aged for minimum time recommended in writing by air-barrier manufacturer. 3. Verify that substrates are visibly dry and free of moisture. 4. Verify that masonry joints are flush and completely filled with mortar. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 SURFACE PREPARATION A. Clean, prepare, treat, fill, and seal substrate and joints and cracks in substrate according to manufacturer's written instructions and details. Provide clean, dust-free, and dry substrate for air-barrier application. B. Mask off adjoining surfaces not covered by air barrier to prevent spillage and overspray affecting other construction. C. Remove grease, oil, bitumen, form-release agents, paints, curing compounds, and other penetrating contaminants or film-forming coatings from concrete. D. Remove fins, ridges, mortar, and other projections and fill honeycomb, aggregate pockets, holes, and other voids in concrete with substrate-patching material. E. Remove excess mortar from masonry ties, shelf angles, and other obstructions. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 5 F. At changes in substrate plane, apply sealant or termination mastic beads at sharp corners and edges to form a smooth transition from one plane to another. G. Cover gaps in substrate plane and form a smooth transition from one substrate plane to another with stainless-steel sheet mechanically fastened to structural framing to provide continuous support for air barrier. H. Bridge expansion joints and discontinuous wall-to-wall, deck-to-wall, and deck-to-deck joints with air-barrier accessory material that accommodates joint movement according to manufacturer's written instructions and details. 3.3 ACCESSORIES INSTALLATION A. Install accessory materials according to air-barrier manufacturer's written instructions and details to form a seal with adjacent construction and ensure continuity of air and water barrier. 1. Coordinate the installation of air barrier with installation of roofing membrane and base flashing to ensure continuity of air barrier with roofing membrane. 2. Install transition strip on roofing membrane or base flashing so that a minimum of 3 inches of coverage is achieved over each substrate. 3. Unless manufacturer recommends in writing against priming, apply primer to substrates at required rate and allow it to dry. 4. Apply primer to substrates at required rate and allow it to dry. Limit priming to areas that will be covered by air-barrier material on same day. Reprime areas exposed for more than 24 hours. B. Connect and seal exterior wall air-barrier material continuously to roofing-membrane air barrier, concrete below-grade structures, floor-to-floor construction, exterior glazing and window systems, glazed curtain-wall systems, storefront systems, exterior louvers, exterior door framing, and other construction used in exterior wall openings, using accessory materials. C. At end of each working day, seal top edge of strips and transition strips to substrate with termination mastic. D. Apply joint sealants forming part of air-barrier assembly within manufacturer's recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. E. Wall Openings: Prime concealed, perimeter frame surfaces of windows, curtain walls, storefronts, and doors. Apply transition strip so that a minimum of 3 inches of coverage is achieved over each substrate. Maintain 3 inches of full contact over firm bearing to perimeter frames, with not less than 1 inch of full contact. 1. Transition Strip: Roll firmly to enhance adhesion. 2. Preformed Silicone Extrusion: Set in full bed of silicone sealant applied to walls, frame, and air-barrier material. F. Fill gaps in perimeter frame surfaces of windows, curtain walls, storefronts, and doors, and miscellaneous penetrations of air-barrier material with foam sealant. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 6 G. Seal strips and transition strips around masonry reinforcing or ties and penetrations with termination mastic. H. Seal top of through-wall flashings to air barrier with an additional 6-inch-wide, transition strip. I. Seal exposed edges of strips at seams, cuts, penetrations, and terminations not concealed by metal counterflashings or ending in reglets with termination mastic. J. Repair punctures, voids, and deficient lapped seams in strips and transition strips. Slit and flatten fishmouths and blisters. Patch with transition strips extending 6 inches beyond repaired areas in strip direction. 3.4 PRIMARY AIR-BARRIER MATERIAL INSTALLATION A. Apply air-barrier material to form a seal with strips and transition strips and to achieve a continuous air barrier according to air-barrier manufacturer's written instructions and details. Apply air-barrier material within manufacturer's recommended application temperature ranges. 1. Unless manufacturer recommends in writing against priming, apply primer to substrates at required rate and allow it to dry. 2. Limit priming to areas that will be covered by air-barrier material on same day. Reprime areas exposed for more than 24 hours. 3. Where multiple prime coats are needed to achieve required bond, allow adequate drying time between coats. B. Medium-Build Air Barriers: Apply continuous unbroken air-barrier material to substrates according to the following thickness. Apply an increased thickness of air -barrier material in full contact around protrusions such as masonry ties. 1. Vapor-Permeable, Medium-Build Air Barrier: Total dry film thickness as recommended in writing by manufacturer to comply with performance requirements, applied in one or more equal coats. Apply additional material as needed to achieve void- and pinhole-free surface, but do not exceed thickness on which required vapor permeability is based. C. Do not cover air barrier until it has been tested and inspected by testing agency. D. Correct deficiencies in or remove air barrier that does not comply with requirements; repair substrates and reapply air-barrier components. 3.5 CLEANING AND PROTECTION A. Protect air-barrier system from damage during application and remainder of construction period, according to manufacturer's written instructions. 1. Protect air barrier from exposure to UV light and harmful weather exposure as recommended in writing by manufacturer. If exposed to these conditions for longer than recommended, remove and replace air barrier or install additional, full-thickness, air- JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FLUID-APPLIED MEMBRANE AIR BARRIERS 07 2726 - 7 barrier application after repairing and preparing the overexposed materials according to air-barrier manufacturer's written instructions. 2. Protect air barrier from contact with incompatible materials and sealants not approved by air-barrier manufacturer. B. Clean spills, stains, and soiling from construction that would be exposed in the completed work using cleaning agents and procedures recommended in writing by manufacturer of affected construction. C. Remove masking materials after installation. END OF SECTION 07 2726 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 1 SECTION 07 4213 - FORMED METAL WALL PANELS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Concealed-fastener, lap-seam metal wall panels. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, metal panel Installer, metal panel manufacturer's representative, structural-support Installer, and installers whose work interfaces with or affects metal panels, including installers of doors, windows, and louvers. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 3. Review methods and procedures related to metal panel installation, including manufacturer's written instructions. 4. Examine support conditions for compliance with requirements, including alignment between and attachment to structural members. 5. Review flashings, special siding details, wall penetrations, openings, and condition of other construction that affect metal panels. 6. Review governing regulations and requirements for insurance, certificates, and tests and inspections if applicable. 7. Review temporary protection requirements for metal panel assembly during and after installation. 8. Review of procedures for repair of metal panels damaged after installation. 9. Document proceedings, including corrective measures and actions required, and furnish copy of record to each participant. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of panel and accessory. B. Shop Drawings: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 2 1. Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, cl osures, and accessories; and special details. 2. Accessories: Include details of the flashing, trim, and anchorage systems, at a scale of not less than 1-1/2 inches per 12 inches. C. Samples for Verification: For each type of exposed finish, prepared on Samples of size indicated below: 1. Metal Panels: 12 inches long by actual panel width. Include fasteners, closures, and other metal panel accessories. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For each product, for tests performed by a qualified testing agency. C. Field quality-control reports. D. Sample Warranties: For special warranties. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For metal panels to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. B. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-forming equipment capable of producing metal panels warranted by manufacturer to be the same as factory-formed products. Maintain UL certification of portable roll-forming equipment for duration of work. C. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation. 1. Build mockup of typical metal panel assembly, including corner, supports, attachments, and accessories. 2. Water-Spray Test: Conduct water-spray test of metal panel assembly mockup, testing for water penetration according to AAMA 501.2. 3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 3 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver components, metal panels, and other manufactured items so as not to be damaged or deformed. Package metal panels for protection during transportation and handling. B. Unload, store, and erect metal panels in a manner to prevent bending, warping, twisting, and surface damage. C. Stack metal panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal panels to ensure dryness, with positive slope for drainage of water. Do not store metal panels in contact with other materials that might cause staining, denting, or other surface damage. D. Retain strippable protective covering on metal panels during installation. 1.8 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal panels to be performed according to manufacturers' written instructions and warranty requirements. 1.9 COORDINATION A. Coordinate metal panel installation with rain drainage work, flashing, trim, construction of soffits, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. 1.10 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including rupturing, cracking, or puncturing. b. Deterioration of metals and other materials beyond normal weathering. 2. Warranty Period: Two years from date of Substantial Completion. B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory- applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Delta E units when tested according to ASTM D2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D4214. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 4 c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E1592: 1. Wind Loads: 112 mph. 2. Deflection Limits: For wind loads, no greater than 1/180 of the span. B. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. when tested according to ASTM E283 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E331 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 2.2 CONCEALED-FASTENER, LAP-SEAM METAL WALL PANELS A. Provide factory-formed metal panels designed to be field assembled by lapping and interconnecting side edges of adjacent panels and mechanically attaching through panel to supports using concealed fasteners in side laps. Include accessories required for weathertight installation. B. Boulder Series Concealed-Fastener Metal Wall Panels: Formed with vertical panel edges and between panel edges; with reveal joints between panels. 1. Basis-of-Design Product: Uneeke™ Manufacturing; Boulder Series. a. Provide Basis-of-Design product or an equivalent product, subject to compliance with requirements, and approved by Architect prior to bid, by another Manufacturer. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 5 2. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A653/A653M, G90 coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A792/A792M, Class AZ50 coating designation; structural quality. Prepainted by the coil-coating process to comply with ASTM A755/A755M. a. Nominal Thickness: 0.028 inch (22 gauge). b. Exterior Finish: Two-coat fluoropolymer. c. Color: As selected by Architect from manufacturer's full range. 3. Profile: As indicated in Drawings, or if not indicated, as selected by Architect from full range of Boulder Series products. 4. Panel Coverage: 12 inches. 5. Panel Height: 1.5 inches. C. Meadow Series Concealed-Fastener Metal Wall Panels: Flush panel, formed with vertical panel edges and intermediate stiffening ribs symmetrically spaced between panel edges; or with flush joint between panels. 1. Basis-of-Design Product: Uneeke™ Manufacturing; Meadow Series. a. Provide Basis-of-Design product or an equivalent product, subject to compliance with requirements, and approved by Architect prior to bid, by another Manufacturer. 2. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A653/A653M, G90 coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A792/A792M, Class AZ50 coating designation; structural quality. Prepainted by the coil-coating process to comply with ASTM A755/A755M. a. Nominal Thickness: 0.028 inch (22 gauge). b. Exterior Finish: Two-coat fluoropolymer. c. Color: As selected by Architect from manufacturer's full range. 3. Profile: As indicated in Drawings, or if not indicated, as selected by Architect from full range of Meadow Series products. 4. Panel Coverage: 12 inches. 5. Panel Height: 1.5 inches. 2.3 MISCELLANEOUS MATERIALS A. Miscellaneous Metal Subframing and Furring: ASTM C645, cold-formed, metallic-coated steel sheet, ASTM A653/A653M, G90 coating designation or ASTM A792/A792M, Class AZ50 aluminum-zinc-alloy coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal panel system. B. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 6 1. Closures: Provide closures at eaves and rakes, fabricated of same metal as metal panels. 2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. 3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch-thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. C. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, bases, drips, sills, jambs, corners, endwalls, framed openings, rakes, fasciae, parapet caps, soffits, reveals, and fillers. Finish flashing and trim with same finish system as adjacent metal panels. D. Light-gage continuous clip angles as indicated in Drawings. Attach to CMU with indicated 3/16 inch Titen Turbo Screws at 12 inches o.c. E. Panel Sealants: Provide sealant type recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish. 1. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. 2. Joint Sealant: ASTM C920; elastomeric polyurethane or silicone sealant; of type, grade, class, and use classifications required to seal joints in metal panels and remain weathertight; and as recommended in writing by metal panel manufacturer. 2.4 FABRICATION A. Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown. C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. D. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. 1. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 7 2. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat- lock seams. Tin edges to be seamed, form seams, and solder. 3. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate sealant and to comply with SMACNA standards. 4. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view. 5. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal recommended in writing by metal panel manufacturer. a. Size: As recommended by SMACNA's "Architectural Sheet Metal Manual" or metal wall panel manufacturer for application but not less than thickness of metal being secured. 2.5 FINISHES A. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. C. Steel Panels and Accessories: 1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent polyvinylidene fluoride (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. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal panel supports, and other conditio ns affecting performance of the Work. 1. Examine wall furring/framing to verify that girts, angles, channels, studs, and other structural panel support members and anchorage have been installed within alignment tolerances required by metal wall panel manufacturer. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 8 2. Examine CMU to verify that installation is within flatness tolerances required by metal wall panel manufacturer. a. If applicable, verify that air- or water-resistive barriers have been installed over CMU to prevent air infiltration or water penetration. B. Examine roughing-in for components and systems penetrating metal panels to verify actual locations of penetrations relative to seam locations of metal panels before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Miscellaneous Supports: Install subframing, furring, and other mis cellaneous panel support members and anchorages according to ASTM C754 and metal panel manufacturer's written recommendations. 3.3 INSTALLATION A. Install metal panels according to manufacturer's written instructions in orientation, sizes, and locations indicated. Install panels perpendicular to supports unless otherwise indicated. Anchor metal panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Shim or otherwise plumb substrates receiving metal panels. 2. Flash and seal metal panels at perimeter of all openings. Fasten with self-tapping screws. Do not begin installation until air- or water-resistive barriers (if used) and flashings that will be concealed by metal panels are installed. 3. Install screw fasteners in predrilled holes. 4. Locate and space fastenings in uniform vertical and horizontal alignment. 5. Install flashing and trim as metal panel work proceeds. 6. Locate panel splices over, but not attached to, structural supports. Stagger panel splices and end laps to avoid a four-panel lap splice condition. 7. Align bottoms of metal panels and fasten with blind rivets, bolts, or self-tapping screws. Fasten flashings and trim around openings and similar elements with self-tapping screws. 8. Provide weathertight escutcheons for pipe- and conduit-penetrating panels. B. Fasteners: 1. Steel Panels: Use stainless steel fasteners for surfaces exposed to the exterior; use galvanized-steel fasteners for surfaces exposed to the interior. C. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action as recommended in writing by metal panel manufacturer. D. Lap-Seam Metal Panels: Fasten metal panels to supports with fasteners at each lapped joint at location and spacing recommended by manufacturer. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 9 1. Lap ribbed or fluted sheets one full rib. Apply panels and associated items true to line for neat and weathertight enclosure. 2. Provide metal-backed washers under heads of exposed fasteners bearing on weather side of metal panels. 3. Locate and space exposed fasteners in uniform vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of washer. 4. Install screw fasteners with power tools having controlled torque adjusted to compress washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. 5. Flash and seal panels with weather closures at perimeter of all openings. E. Watertight Installation: 1. Apply a continuous ribbon of sealant or tape to seal lapped joints of metal panels, using sealant or tape as recommend by manufacturer on side laps of nesting-type panels; and elsewhere as needed to make panels watertight. 2. Provide sealant or tape between panels and protruding equipment, vents, and accessories. 3. At panel splices, nest panels with minimum 6-inch end lap, sealed with sealant and fastened together by interlocking clamping plates. F. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. 1. Install components required for a complete metal panel system including trim, copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. Provide types indicated by metal wall panel manufacturer; or, if not indicated, provide types recommended by metal panel manufacturer. G. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that are permanently watertight. 1. Install exposed flashing and trim that is without buckling and tool marks, and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and achieve waterproof performance. 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). 3.4 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) FORMED METAL WALL PANELS 07 4213.13 - 10 B. Water-Spray Test: After installation, test area of assembly as directed by Architect for water penetration according to AAMA 501.2. C. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect completed metal wall panel installation, including accessories. D. Remove and replace metal wall panels where tests and inspections indicate that they do not comply with specified requirements. E. Additional tests and inspections, at Contractor's expense, are performed to determine compliance of replaced or additional work with specified requirements. F. Prepare test and inspection reports. 3.5 CLEANING AND PROTECTION A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. B. After metal panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant. C. Replace metal panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 07 4213 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 1 SECTION 07 5323 - ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Filling of opening in existing roofing with roofing matching existing. 2. Extending matching roofing system over new parapets. 3. Existing system to be matched includes the following: a. Adhered ethylene-propylene-diene-terpolymer (EPDM) roofing system, patching, and tying into existing roof as required to install indicated equipment. b. Vapor retarder. c. Roof insulation. d. Cover board. B. Provide materials compatible with and matching existing roof assembly. C. Remove only as much of the existing roof assembly as required to install new construction and to provide positive drainage around new curbs and equipment. 1.2 DEFINITIONS A. Roofing Terminology: Definitions in ASTM D1079 and glossary of NRCA's "The NRCA Roofing Manual: Membrane Roof Systems" apply to work of this Section. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Roofing Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, air barrier Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Examine deck substrate conditions and finishes, including flatness and fastening. 5. Review structural loading limitations of roof deck during and after roofing. 6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that affects roofing system. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 2 7. Review governing regulations and requirements for insurance and certificates if applicable. 8. Review temporary protection requirements for roofing system during and after installation. 9. Review roof observation and repair procedures after roofing installation. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. For insulation and roof system component fasteners, include copy of FM Approvals' RoofNav listing. B. Shop Drawings: Include roof plans, sections, details, and attachments to other work, including the following: 1. Layout and thickness if insulation. 2. Base flashings and membrane terminations. 3. Flashing details at penetrations. 4. Insulation fastening patterns for corner, perimeter, and field-of-roof locations. C. Wind Uplift Resistance Submittal: For roofing system, indicating compliance with wind uplift performance requirements. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer and manufacturer. B. Manufacturer Certificates: 1. Performance Requirement Certificate: Signed by roof membrane manufacturer, certifying that roofing system complies with requirements specified in "Performance Requirements" Article. a. Submit evidence of complying with performance requirements. 2. Special Warranty Certificate: Signed by roof membrane manufacturer, certifying that all materials supplied under this Section are acceptable for special warranty. C. Evaluation Reports: For components of roofing system, from ICC-ES. 1. Field Test Reports: 2. Fastener-pullout test results and manufacturer's revised requirements for fastener patterns. D. Field quality-control reports. E. Sample Warranties: For manufacturer's special warranties. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 3 1.6 CLOSEOUT SUBMITTALS A. Certified statement from existing roof membrane manufacturer stating that existing roof warranty has not been affected by Work performed under this Section. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer that is UL listed and listed in FM Approvals' RoofNav for roofing system identical to that used for this Project. B. 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. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials, and place equipment in a manner to avoid permanent deflection of deck. 1.9 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 4 PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General Performance: Installed roofing system and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and flashings shall remain watertight. 1. Accelerated Weathering: Roof membrane shall withstand 2000 hours of exposure when tested according to ASTM G152, ASTM G154, or ASTM G155. 2. Impact Resistance: Roof membrane shall resist impact damage when tested according to ASTM D3746, ASTM D4272, or the Resistance to Foot Traffic Test in FM Approvals 4470. B. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof membrane manufacturer based on testing and field experience. A. FM Approvals' RoofNav Listing: Roof membrane, base flashings, and component materials shall comply with requirements in FM Approvals 4450 or FM Approvals 4470 as part of a roofing system, and shall be listed in FM Approvals' RoofNav for Class 1 or noncombustible construction, as applicable. Identify materials with FM Approvals Certification markings. 1. Fire/Windstorm Classification: Class 1A-90. 2. Hail-Resistance Rating: FM Global Property Loss Prevention Data Sheet 1-34 MH. B. Exterior Fire-Test Exposure: ASTM E108 or UL 790, Class A; for application and roof slopes indicated; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 2.2 ETHYLENE-PROPYLENE-DIENE-TERPOLYMER (EPDM) ROOFING A. EPDM Sheet: ASTM D4637/D4637M, Type II, scrim or fabric internally reinforced, EPDM sheet. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Carlisle SynTec Incorporated. b. Firestone Building Products. c. Versico Roofing Systems. 2. Thickness: 60 mils, nominal. 3. Exposed Face Color: Black. 4. Source Limitations: Obtain components for roofing system from roof membrane manufacturer or manufacturers approved by roof membrane manufacturer. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 5 2.3 AUXILIARY ROOFING MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with other roofing components. 1. Adhesive and Sealants: Comply with VOC limits of authorities having jurisdiction and that comply with the following limits for VOC content: a. Plastic Foam Adhesives: 50 g/L. b. Gypsum Board and Panel Adhesives: 50 g/L. c. Multipurpose Construction Adhesives: 70 g/L. d. Fiberglass Adhesives: 80 g/L. e. Contact Adhesives: 80 g/L. f. PVC Welding Compounds: 510 g/L. g. Other Adhesives: 250 g/L. h. Single-Ply Roof Membrane Sealants: 450 g/L. i. Nonmembrane Roof Sealants: 300 g/L. j. Sealant Primers for Nonporous Substrates: 250 g/L. k. Sealant Primers for Porous Substrates: 775 g/L. B. Sheet Flashing: 60-mil-thick EPDM, partially cured or cured, according to application. C. Protection Sheet: Epichlorohydrin or neoprene nonreinforced flexible sheet, 55 to 60 mils thick, recommended by EPDM manufacturer for resistance to hydrocarbons, non-aromatic solvents, grease, and oil. D. Slip Sheet: Manufacturer's standard, of thickness required for application. E. Bonding Adhesive: Manufacturer's standard, water based. F. Seaming Material: Manufacturer's standard, synthetic-rubber polymer primer and 3-inch-wide minimum, butyl splice tape with release film. G. Lap Sealant: Manufacturer's standard, single-component sealant, colored to match membrane roofing. H. Water Cutoff Mastic: Manufacturer's standard butyl mastic sealant. I. Metal Battens: Manufacturer's standard, aluminum-zinc-alloy-coated or zinc-coated steel sheet, approximately 1 inch wide by 0.05 inch thick, prepunched. J. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- resistance provisions in FM Approvals 4470, designed for fastening components to substrate, and acceptable to roofing system manufacturer. K. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, molded pipe boot flashings, preformed inside and outside corner sheet flashings, reinforced EPDM securement strips, T-joint covers, in-seam sealants, termination reglets, cover strips, and other accessories. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 6 2.4 VAPOR RETARDER A. Self-Adhering-Sheet Vapor Retarder: ASTM D1970/D1970M, polyethylene film laminated to layer of rubberized asphalt adhesive, minimum 40-mil-total thickness; maximum permeance rating of 0.1 perm; cold applied, with slip-resisting surface and release paper backing. Provide primer when recommended by vapor retarder manufacturer. 1. Provide vapor barrier only if required to match existing assembly. 2.5 ROOF INSULATION A. General: Preformed roof insulation boards manufactured or approved by EPDM roof membrane manufacturer, approved for use in FM Approvals' RoofNav-listed roof assemblies. B. Polyisocyanurate Board Insulation: ASTM C1289, Type II, Class 1, Grade 2, felt or glass-fiber mat facer on both major surfaces. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Atlas EPS; a Division of Atlas Roofing Corporation. b. Atlas Roofing Corporation. c. Carlisle SynTec Incorporated. d. Firestone Building Products. e. Flex Membrane International Corp. f. GAF. g. Hunter Panels. h. Insulfoam; Carlisle Construction Materials Company. i. Johns Manville; a Berkshire Hathaway company. j. Rmax, Inc. 2. Compressive Strength: 25 psi. 3. Size: 48 by 48 inches. 4. Thickness: a. Base Layer: 1-1/2 inches. b. Upper Layer: Thickness as required to comply with required minimum R-value. 2.6 INSULATION ACCESSORIES A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatibility with other roofing system components. 1. Provide coverboard only if required to match existing assembly. B. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- resistance provisions in FM Approvals 4470, designed for fastening roof insulation and cover boards to substrate, and acceptable to roofing system manufacturer. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 7 C. Insulation Adhesive: Insulation manufacturer's recommended adhesive formulated to attach roof insulation to substrate or to another insulation layer as follows: 1. Full-spread, spray-applied, low-rise, two-component urethane adhesive. 2. Adhesives and sealants shall comply with the following limits for VOC content: a. Plastic Foam Adhesives: 50 g/L. b. Gypsum Board and Panel Adhesives: 50 g/L. c. Multipurpose Construction Adhesives: 70 g/L. d. Fiberglass Adhesives: 80 g/L. e. Contact Adhesives: 80 g/L. f. PVC Welding Compounds: 510 g/L. g. Other Adhesives: 250 g/L. h. Single-Ply Roof Membrane Sealants: 450 g/L. i. Nonmembrane Roof Sealants: 300 g/L. j. Sealant Primers for Nonporous Substrates: 250 g/L. k. Sealant Primers for Porous Substrates: 775 g/L. D. Cover Board: ASTM C1177/C1177M, glass-mat, water-resistant gypsum substrate, or ASTM C1278/C1278M, fiber-reinforced gypsum board. 1. Products: Subject to compliance with requirements, provide one of the following: a. Georgia-Pacific Gypsum LLC; Dens Deck Prime. b. National Gypsum Company; DEXcell Glass Mat Roof Board. c. USG Corporation; Securock Glass-Fiber Roof Board. 2. Thickness: 5/8 inch. 3. Surface Finish: Factory primed. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. 1. Verify that roof openings and penetrations are in place, curbs are set and braced, and roof-drain bodies are securely clamped in place. 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. 3. Verify that surface plane flatness and fastening of steel roof deck complies with requirements in Section 05 3100 "Steel Decking." B. Proceed with installation only after unsatisfactory conditions have been corrected. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 8 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing system installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast. C. Perform fastener-pullout tests according to roof system manufacturer's written instructions. 1. Submit test result within 24 hours of performing tests. a. Include manufacturer's requirements for any revision to previously submitted fastener patterns required to achieve specified wind uplift requirements. 3.3 INSTALLATION OF ROOFING, GENERAL A. Install roofing system according to roofing system manufacturer's written instructions, FM Approvals' RoofNav assembly requirements, and FM Global Property Loss Prevention Data Sheet 1-29. 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 roof membrane and auxiliary materials to tie in to existing roofing to maintain weathertightness of transition and to not void warranty for existing roofing system. 3.4 INSTALLATION OF VAPOR RETARDER A. Self-Adhering-Sheet Vapor Retarder: Prime substrate if required by manufacturer. Install self- adhering-sheet vapor retarder over area to receive vapor retarder, side and end lapping each sheet a minimum of 3-1/2 and 6 inches, respectively. 1. Extend vertically up parapet walls and projections to a minimum height equal to height of insulation and cover board. 2. Seal laps by rolling. B. Completely seal vapor retarder at terminations, obstructions, and penetrations to prevent air movement into roofing system. 3.5 INSTALLATION OF INSULATION A. Coordinate installing roofing system components so insulation is not exposed to precipitation or left exposed at end of workday. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 9 B. Comply with roofing system and insulation manufacturer's written instructions for installing roof insulation. C. Installation Over Metal Decking: 1. Install base layer of insulation with joints staggered not less than 24 inches in adjacent rows. a. Locate end joints over crests of decking. b. Where installing composite and noncomposite insulation in two or more layers, install noncomposite board insulation for bottom layer and intermediate layers, if applicable, and install composite board insulation for top layer. c. Trim insulation neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks. d. Make joints between adjacent insulation boards not more than 1/4 inch in width. e. At internal roof drains, slope insulation to create a square drain sump with each side equal to the diameter of the drain bowl plus 24 inches. 1) Trim insulation so that water flow is unrestricted. f. Fill gaps exceeding 1/4 inch with insulation. g. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations. h. Mechanically attach base layer of insulation using mechanical fasteners specifically designed and sized for fastening specified board-type roof insulation to metal decks. 1) Fasten insulation according to requirements in FM Approvals' RoofNav for specified Windstorm Resistance Classification. 2) Fasten insulation to resist specified uplift pressure at corners, perimeter, and field of roof. 2. Install upper layers of insulation with joints of each layer offset not less than 12 inches from previous layer of insulation. a. Staggered end joints within each layer not less than 24 inches in adjacent rows. b. Trim insulation neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks. c. Make joints between adjacent insulation boards not more than 1/4 inch in width. d. At internal roof drains, slope insulation to create a square drain sump with each side equal to the diameter of the drain bowl plus 24 inches. e. Trim insulation so that water flow is unrestricted. f. Fill gaps exceeding 1/4 inch with insulation. g. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations. h. Adhere each layer of insulation to substrate using adhesive according to FM Approvals' RoofNav listed roof assembly requirements for specified Windstorm Resistance Classification and FM Global Property Loss Prevention Data Sheet 1- 29, as follows: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 10 1) Set each layer of insulation in a uniform coverage of full-spread insulation adhesive, firmly pressing and maintaining insulation in place. 3.6 INSTALLATION OF COVER BOARDS A. Install cover boards over insulation with long joints in continuous straight lines with end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches in each direction. 1. Trim cover board neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks. 2. At internal roof drains, conform to slope of drain sump. a. Trim cover board so that water flow is unrestricted. 3. Cut and fit cover board tight to nailers, projections, and penetrations. 4. Adhere cover board to substrate using adhesive according to FM Approvals' RoofNav listed roof assembly requirements for specified Windstorm Resistance Classification and FM Global Property Loss Prevention Data Sheet 1-29, as follows: a. Set cover board in a uniform coverage of full-spread insulation adhesive, firmly pressing and maintaining insulation in place. B. Install slip sheet over cover board and immediately beneath roofing. 3.7 INSTALLATION OF ADHERED ROOF MEMBRANE A. Adhere roof membrane over area to receive roofing according to roofing system manufacturer's written instructions. B. Unroll membrane roof membrane and allow to relax before installing. C. Start installation of roofing in presence of roofing system manufacturer's technical personnel. D. Accurately align roof membrane, and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. E. Bonding Adhesive: Apply to substrate and underside of roof membrane at rate required by manufacturer, and allow to partially dry before installing roof membrane. Do not apply to splice area of roof membrane. F. In addition to adhering, mechanically fasten roof membrane securely at terminations, penetrations, and perimeters. G. Apply roof membrane with side laps shingled with slope of roof deck where possible. H. Adhesive Seam Installation: Clean both faces of splice areas, apply splicing cement. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 11 1. Firmly roll side and end laps of overlapping roof membrane to ensure a watertight seam installation. 2. Apply lap sealant and seal exposed edges of roofing terminations. 3. Apply a continuous bead of in-seam sealant before closing splice if required by roofing system manufacturer. I. Repair tears, voids, and lapped seams in roof membrane that do not comply with requirements. J. Spread sealant or mastic bed over deck-drain flange at roof drains, and securely seal roof membrane in place with clamping ring. 3.8 INSTALLATION OF BASE FLASHING 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 splice areas, apply splicing cement, and firmly roll side and end laps of overlapping sheets to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet flashing terminations. E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. 3.9 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to inspect substrate conditions, surface preparation, roof membrane application, sheet flashings, protection, and drainage components, and to furnish reports to Architect. B. Perform the following tests: 1. Flood Testing: Flood test each roofing area for leaks, according to recommendations in ASTM D5957, after completing roofing and flashing. Install temporary containment assemblies, plug or dam drains, and flood with potable water. a. Perform tests before overlying construction is placed. b. Flood to an average depth of 2-1/2 inches with a minimum depth of 1 inch and not exceeding a depth of 4 inches. Maintain 2 inches of clearance from top of base flashing. c. Flood each area for 24 hours. d. After flood testing, repair leaks, repeat flood tests, and make further repairs until roofing and flashing installations are watertight. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07 5323 - 12 1) Cost of retesting is Contractor's responsibility. e. Testing agency shall prepare survey report indicating locations initial leaks, if any, and final survey report. 2. Testing agency shall prepare survey report indicating locations of initial discontinuities, if any. C. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion, in presence of Architect, and to prepare inspection report. D. Repair or remove and replace components of roofing system where inspections indicate that they do not comply with specified requirements. E. Additional testing and inspecting, at Contractor's expense, will be performed to determine if replaced or additional work complies with specified requirements. 3.10 PROTECTING AND CLEANING A. Protect roofing system from damage and wear during remainder of construction period. When remaining construction does not affect or endanger roofing system, inspect roofing system 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 5323 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 1 SECTION 07 6200 - SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Formed low-slope roof sheet metal fabrications. 2. Formed wall sheet metal fabrications. 1.2 COORDINATION A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials. B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leakproof, secure, and noncorrosive installation. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Review construction schedule. Verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 2. Review special roof details and condition of other construction that affect sheet metal flashing and trim. 3. Review requirements for insurance and certificates if applicable. 4. Review sheet metal flashing observation and repair procedures after flashing installation. 1.4 ACTION SUBMITTALS A. Product Data: For each of the following 1. Underlayment materials. 2. Elastomeric sealant. 3. Butyl sealant. 4. Epoxy seam sealer. B. Shop Drawings: For sheet metal flashing and trim. 1. Include plans, elevations, sections, and attachment details. 2. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. Distinguish between shop- and field-assembled Work. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 2 3. Include identification of material, thickness, weight, and finish for each item and location in Project. 4. Include details for forming, including profiles, shapes, seams, and dimensions. 5. Include details for joining, supporting, and securing, including layout and spacing of fasteners, cleats, clips, and other attachments. Include pattern of seams. 6. Include details of termination points and assemblies. 7. Include details of expansion joints and expansion-joint covers, including showing direction of expansion and contraction from fixed points. 8. Include details of special conditions. 9. Include details of connections to adjoining work. 10. Detail formed flashing and trim at scale of not less than 1-1/2 inches per 12 inches. C. Samples for Verification: For each type of exposed finish. 1. Sheet Metal Flashing: 12 inches long by actual width of unit, including finished seam and in required profile. Include fasteners, cleats, clips, closures, and other attachments. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For fabricator. B. Product Certificates: For each type of coping and roof edge flashing that is ANSI/SPRI/FM 4435/ES-1 tested and FM Approvals approved. C. Product Test Reports: For each product, for tests performed by a qualified testing agency. D. Evaluation Reports: For copings and roof edge flashing, from ICC-ES showing compliance with ANSI/SPRI/FM 4435/ES-1. E. Sample Warranty: For special warranty. 1.6 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. For copings and roof edge flashings that are ANSI/SPRI/FM 4435/ES-1 tested and FM Approvals approved, shop shall be listed as able to fabricate required details as tested and approved. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. 1. Store sheet metal flashing and trim materials away from uncured concrete and masonry. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 3 2. Protect stored sheet metal flashing and trim from contact with water. B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal flashing and trim installation. 1.8 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. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Delta E units when tested in accordance with ASTM D2244. b. Chalking in excess of a No. 8 rating when tested in accordance with ASTM D4214. c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Sheet metal flashing and trim assemblies, including cleats, anchors, and fasteners, 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. B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual: Architectural Metal Flashing, Condensation and Air Leakage Control, and Reroofing" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. C. FM Approvals Listing: Manufacture and install copings that are listed in FM Approvals' "RoofNav" and approved for windstorm classification, Class 1-90. Identify materials with name of fabricator and design approved by FM Approvals. D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 4 2.2 SHEET METALS A. Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping. B. Aluminum Sheet: ASTM B209, alloy as standard with manufacturer for finish required, with temper as required to suit forming operations and performance required; with smooth, flat surface. 1. Exposed Coil-Coated Finish: a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent polyvinylidene fluoride (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: Match existing. 3. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil. C. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet in accordance with ASTM A653/A653M, G90 coating designation or aluminum-zinc alloy-coated steel sheet in accordance with ASTM A792/A792M, Class AZ50 coating designation, Grade 40; prepainted by coil-coating process to comply with ASTM A755/A755M. 1. Surface: Smooth, flat. 2. Exposed Coil-Coated Finish: a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent polyvinylidene fluoride (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. 3. Color: Match existing. 4. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil. 2.3 UNDERLAYMENT MATERIALS A. Felt: ASTM D226/D226M, Type II (No. 30), asphalt-saturated organic felt; nonperforated. B. Slip Sheet: Rosin-sized building paper, 3 lb/100 sq. ft. minimum. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 5 2.4 MISCELLANEOUS MATERIALS A. Provide materials and types of fasteners, 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 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. 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 Aluminum Sheet: Aluminum or Series 300 stainless steel. 3. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel in accordance with ASTM A153/A153M or ASTM F2329. C. 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. D. Elastomeric Sealant: ASTM C920, elastomeric silicone polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. E. Butyl Sealant: ASTM C1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement. F. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam-cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints. G. Bituminous Coating: Cold-applied asphalt emulsion in accordance with ASTM D1187/D1187M. 2.5 FABRICATION, GENERAL A. Custom fabricate sheet metal flashing and trim to comply with details indicated and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 6 1. Fabricate sheet metal flashing and trim in shop to greatest extent possible. 2. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. 3. Verify shapes and dimensions of surfaces to be covered and obtain field measurements for accurate fit before shop fabrication. 4. 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. 5. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view. B. Fabrication Tolerances: 1. Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. 2. Fabricate sheet metal flashing and trim that is capable of installation to tolerances specified. C. 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. D. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal in accordance with cited sheet metal standard to provide for proper installation of elastomeric sealant. E. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard and by FM Global Property Loss Prevention Data Sheet 1-49 for application, but not less than thickness of metal being secured. F. Seams: 1. Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. 2. Seams for Aluminum: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer. G. Do not use graphite pencils to mark metal surfaces. 2.6 LOW-SLOPE ROOF SHEET METAL FABRICATIONS A. 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 drill elongated holes for fasteners on interior leg. Miter corners, weld watertight. Shop fabricate interior and exterior corners. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 7 1. Coping Profile: As indicated in Drawings and in accordance with SMACNA's "Architectural Sheet Metal Manual." 2. Joint Style: Butted with expansion space and 6-inch-wide, exposed cover plate. 3. Fabricate from the following materials: a. Aluminum: 0.050 inch thick. B. Flashing Receivers: Fabricate from the following materials: 1. Galvanized Steel: 0.022 inch thick. 2.7 WALL SHEET METAL FABRICATIONS A. 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. Galvanized Steel: 0.022 inch thick. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with installer present, for compliance with requirements for installation tolerances, substrate, and other conditions affecting performance of the Work. 1. Verify compliance with requirements for installation tolerances of substrates. 2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. 3. Verify that air- or water-resistant barriers, if applicable, have been installed over sheathing or backing substrate to prevent air infiltration or water penetration. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION OF UNDERLAYMENT A. Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. 1. Install in shingle fashion to shed water. 2. Lap joints not less than 2 inches. B. Install slip sheet, wrinkle free, over underlayment before installing sheet metal flashing and trim. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 8 1. Install in shingle fashion to shed water. 2. Lapp joints not less than 4 inches. 3.3 INSTALLATION, GENERAL A. Install sheet metal flashing and trim to comply with details indicated and recommendations of cited sheet metal standard that apply to installation characteristics required unless otherwise indicated on Drawings. 1. Install fasteners, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 2. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of welds. 3. Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. 4. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. 5. Install continuous cleats with fasteners spaced not more than 12 inches o.c. 6. Space individual cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners. 7. Install exposed sheet metal flashing and trim with limited oil-canning, and free of buckling and tool marks. 8. Do not field cut sheet metal flashing and trim by torch. 9. Do not use graphite pencils to mark metal surfaces. 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 standard. 1. Coat concealed side of uncoated-aluminum 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. 1. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection. 2. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints. 3. 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. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 9 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 tight installation. F. Seal joints as required for watertight construction. 1. Use sealant-filled joints unless otherwise indicated. a. Form joints to completely conceal sealant. b. When ambient temperature at time of installation is between 40 and 70 deg F, set joint members for 50 percent movement each way. c. Adjust setting proportionately for installation at higher ambient temperatures. 1) Do not install sealant-type joints at temperatures below 40 deg F. 2. Prepare joints and apply sealants to comply with requirements in Section 07 9200 "Joint Sealants." 3.4 INSTALLATION OF ROOF FLASHINGS A. Install sheet metal flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and cited sheet metal standard. 1. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. 2. Install work with laps, joints, and seams that are permanently watertight and weather resistant. B. Copings: 1. Install roof edge flashings in accordance with ANSI/SPRI/FM 4435/ES-1. 2. Anchor to resist uplift and outward forces in accordance with recommendations in cited sheet metal standard unless otherwise indicated. a. Interlock exterior bottom edge of coping with continuous cleat anchored to substrate at 16-inch centers. b. Anchor interior leg of coping with washers and screw fasteners through slotted holes at 24-inch centers. 3. Anchor to resist uplift and outward forces in accordance with recommendations in FM Global Property Loss Prevention Data Sheet 1-49 for specified FM Approvals' listing for required windstorm classification. 3.5 INSTALLATION OF WALL FLASHINGS A. Install sheet metal wall flashing to intercept and exclude penetrating moisture in accordance with cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall-opening components such as windows, doors, and louvers. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) SHEET METAL FLASHING AND TRIM 07 6200 - 10 B. Opening Flashings in Frame Construction: Install continuous head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. 3.6 INSTALLATION TOLERANCES A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. 3.7 CLEANING A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean off excess sealants. 3.8 PROTECTION A. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. B. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended in writing by sheet metal flashing and trim manufacturer. C. Maintain sheet metal flashing and trim in clean condition during construction. D. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures, as determined by Architect. END OF SECTION 07 6200 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 1 SECTION 07 9200 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Nonstaining silicone joint sealants. 2. Silyl-terminated polyether joint sealants. 3. Butyl joint sealants. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS A. Product Data: For each joint-sealant product. B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Samples for Verification: For each kind and color of joint sealant required, provide Samples with joint sealants in 1/2-inch-wide joints formed between two 6-inch-long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. D. 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. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Product Test Reports: For each kind of joint sealant, for tests performed by a qualified testing agency. C. Field-Adhesion-Test Reports: For each sealant application tested. D. Sample Warranties: For special warranties. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 2 1.5 QUALITY ASSURANCE A. Installer Qualifications: An authorized representative who is trained and approved by manufacturer. B. Product Testing: Test joint sealants using a qualified testing agency. 1. Testing Agency Qualifications: Qualified according to ASTM C1021 to conduct the testing indicated. C. Mockups: Install sealant in mockups of assemblies specified in other Sections that are indicated to receive joint sealants specified in this Section. Use materials and installation methods specified in this Section. D. Where conflicting information is found in the Construction Documents related to products, details or dimensional discrepancies, comply with the most stringent requirements regardless of cost. 1.6 FIELD CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.7 WARRANTY A. Special Installer's Warranty: 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: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 3 1. Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. 2. Disintegration of joint substrates from causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.1 JOINT SEALANTS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience. B. VOC Content: Sealants and sealant primers shall comply with the following: 1. Architectural sealants shall have a VOC content of 250 g/L or less. 2. Sealants and sealant primers for nonporous substrates shall have a VOC content of 250 g/L or less. 3. Sealants and sealant primers for porous substrates shall have a VOC content of 775 g/L or less. C. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.2 SILICONE JOINT SEALANTS A. Silicone, Acid Curing, S, NS, 25, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant: ASTM C920, Type S, Grade NS, Class 25, Use NT. 1. Products: Subject to compliance with requirements, provide one of the following: a. Bostik, Inc; Chem-Calk 1200. b. Sika Corporation; Joint Sealants; Sikasil-GP. 2. Color: Clear. 2.3 SILYL-TERMINATED POLYETHER (STPE) JOINT SEALANTS A. STPE, S, NS, 50, NT: Single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, silyl-terminated polyether joint sealant; ASTM C920, Type S, Grade NS, Class 50, Use NT. 1. Products: Subject to compliance with requirements, provide one of the following: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 4 a. GE Construction Sealants; Momentive Performance Materials Inc.; SCS7000. b. Pecora Corporation; DynaTrol I-XL Tru-White. c. Sika Corporation; Joint Sealants; SikaHyflex-150 LM. 2.4 BUTYL JOINT SEALANTS A. Butyl-Rubber-Based Joint Sealants: ASTM C1311. 1. Products: Subject to compliance with requirements, provide one of the following: a. Bostik, Inc; Chem-Calk 300. b. Pecora Corporation; BC-158. 2.5 JOINT-SEALANT BACKING A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 1. Products: Subject to compliance with requirements, provide one of the following: a. Adfast; Adseal BR 2600. b. Alcot Plastics Ltd.; ALCOT Soft Type Backer Rod. c. BASF Corporation; MasterSeal 920 & 921(Pre-2014: Sonolastic Backer Rod). B. Cylindrical Sealant Backings: ASTM C1330, Type C (closed-cell material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable. 2.6 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, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 5 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete. 3. Remove laitance and form-release agents from concrete. 4. 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. Nonporous joint substrates include the following: a. Metal. 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. 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. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 6 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of kind indicated to support sealants during 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. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. 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. F. 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 C1193 unless otherwise indicated. 4. Provide flush joint profile at locations indicated on Drawings according to Figure 8B in ASTM C1193. 5. Provide recessed joint configuration of recess depth and at locations indicated on Drawings according to Figure 8C in ASTM C1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. 3.4 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: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 7 a. Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and joint substrate. b. Perform one test for each 1000 feet of joint length thereafter or one 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 C1193 or Method A, Tail Procedure, in ASTM C1521. a. For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut along one side, verifying adhesion to opposite side. Repeat procedure for opposite side. 3. Inspect tested joints and report on the following: a. Whether sealants filled joint cavities and are free of voids. b. Whether sealant dimensions and configurations comply with specified requirements. c. Whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each kind of product and joint substrate. Compare these results to determine if adhesion complies with sealant manufacturer's field-adhesion hand-pull test criteria. 4. Record test results in a field-adhesion-test log. Include dates when sealants were installed, names of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion results and percent elongations, sealant material, sealant configuration, and sealant dimensions. 5. Repair sealants pulled from test area by applying new sealants following same procedures used originally to seal joints. Ensure that original sealant surfaces are clean and that new sealant contacts original sealant. 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. 3.5 CLEANING A. 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. 3.6 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) JOINT SEALANTS 07 9200 - 8 or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. 3.7 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Joints between metal panels. b. Joints between metal panels and CMU or concrete. c. Perimeter joints between concrete or CMU and doorframes. 2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces subject to movement and required to be paintable. 1. Joint Locations: a. Gypsum board to door frames. 2. Joint Sealant: STPE, S, NS, 50, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint-Sealant Application: Concealed mastics. 1. Joint Locations: a. Aluminum thresholds. 2. Joint Sealant: Butyl-rubber based. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. END OF SECTION 07 9200 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) HOLLOW METAL DOOR AND FRAME 08 1113 - 1 SECTION 08 1113 - HOLLOW METAL DOOR AND FRAME PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Exterior standard steel doors and frames (if existing door is not reinstalled). a. Provide new door and frame only if removed existing door and frame is not in good enough condition to be reinstalled, and refurbished if necessary, as judged by the Owner. b. Reinstall existing hardware. Provide new hardware items only if removed hardware items are not in good enough condition to be reinstalled, as judged by the Owner. 1.2 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or ANSI/SDI A250.8. 1.3 COORDINATION A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. B. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, core descriptions, and finishes. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. 1. Provide additional protection to prevent damage to factory-finished units. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) HOLLOW METAL DOOR AND FRAME 08 1113 - 2 B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. C. Store hollow-metal doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch-high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ceco Door; ASSA ABLOY. 2. Curries Company; ASSA ABLOY. 3. Deansteel Manufacturing Company, Inc. 4. Mesker Door Inc. 5. Pioneer Industries. 6. Republic Doors and Frames. 7. Steelcraft; an Allegion brand. 2.2 EXTERIOR STANDARD STEEL DOORS AND FRAMES A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B. Extra-Heavy-Duty Doors and Frames: ANSI/SDI A250.8, Level 3; ANSI/SDI A250.4, Level A. 1. Doors: a. Thickness: 1-3/4 inches. b. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch (nominal 16 gage), with minimum A40 coating. c. Edge Construction: Model 2, Seamless. d. Edge Bevel: Bevel lock and hinge edges 1/8 inch in 2 inches. e. Top Edge Closures: Close top edges of doors with flush closures of same material as face sheets. Seal joints against water penetration. f. Bottom Edges: Close bottom edges of doors with end closures or channels of same material as face sheets. Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. g. Core: Polystyrene. 2. Frames: JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) HOLLOW METAL DOOR AND FRAME 08 1113 - 3 a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch (nominal 16 gage), with minimum A40 coating. b. Construction: Full profile welded. 3. Exposed Finish: Prime. 2.3 FRAME ANCHORS A. Jamb Anchors: 1. Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated. 2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet. 3. Postinstalled Expansion Anchor: Minimum 3/8-inch-diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer. B. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor. C. Material: ASTM A879/A879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A1008/A1008M or ASTM A1011/A1011M; hot-dip galvanized according to ASTM A153/A153M, Class B. 2.4 MATERIALS A. Metallic-Coated Steel Sheet: ASTM A653/A653M, Commercial Steel (CS), Type B. B. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A153/A153M. C. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated. 2.5 FABRICATION A. Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limit ations require multiple sections. Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames. 1. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 2. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) HOLLOW METAL DOOR AND FRAME 08 1113 - 4 a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. B. Hardware Preparation: Factory prepare hollow-metal doors and frames to receive templated mortised hardware, and electrical wiring; include cutouts, reinforcement, mortising, drilling, and tapping according to ANSI/SDI A250.6, the Door Hardware Schedule, and templates. 1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 2. Comply with BHMA A156.115 for preparing hollow-metal doors and frames for hardware. 2.6 STEEL FINISHES A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with ANSI/SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. PART 3 - EXECUTION 3.1 PREPARATION A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. Touch up factory-applied finishes where spreaders are removed. B. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 3.2 INSTALLATION A. Install hollow-metal doors and frames plumb, rigid, properly aligned, and securely fastened in place. Comply with approved Shop Drawings and with manufacturer's written instructions. B. Hollow-Metal Frames: Comply with ANSI/SDI A250.11. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces without damage to completed Work. a. Where frames are fabricated in sections, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Touch-up finishes. b. Install frames with removable stops located on secure side of opening. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) HOLLOW METAL DOOR AND FRAME 08 1113 - 5 2. Floor Anchors: Secure with postinstalled expansion anchors. a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 4. Installation Tolerances: Adjust hollow-metal frames to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below. 3.3 REPAIR A. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. END OF SECTION 08 1113 JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXTERIOR PAINTING 09 9113 - 1 SECTION 09 9113 - EXTERIOR PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Section includes surface preparation and the application of paint systems on the following exterior substrates: 1. Galvanized metal door and frame. 1.2 DEFINITIONS A. MPI Gloss Level 5 (semigloss): 35 to 70 units at 60 degrees, according to ASTM D523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. B. Submitted products must meet or exceed performance levels of basis of design products listed in each category. C. Samples for Verification: For each type of paint system and each color and gloss of topcoat. 1. Submit Samples on rigid backing, 8 inches square. 2. Apply coats on Samples in steps to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. D. Product List: Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. Include color designations. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXTERIOR PAINTING 09 9113 - 2 1.5 FIELD CONDITIONS A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B. Do not apply paints in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Rodda Paint Co. 2. Sherwin-Williams Company (The). B. Products: Subject to compliance with requirements, provide one of the products listed in the Exterior Painting Schedule for the paint category indicated. 1. Equivalent Products: Substitutions of comparable products by other manufacturers will be considered if the product complies with specified product requirements and is the same in quality and appearance to the specified product, as judged solely by the Architect. 2.2 PAINT, GENERAL A. MPI Standards: Products shall comply with MPI standards indicated. Products shall be listed in its "MPI Approved Products Lists" unless indicated otherwise. 1. Substitutions of products not listed on the “MPI Approved Products Lists" may be considered if product data for the product is provided that clearly indicates that the product meets or exceeds all MPI requirements. B. Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated. C. Colors: Match color of existing metal door and frame. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXTERIOR PAINTING 09 9113 - 3 2.3 SOURCE QUALITY CONTROL A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure: 1. Owner will engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency. 2. Testing agency will perform tests for compliance with product requirements. 3. Owner may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Verify suitability of substrates, including surface conditions and compatibility, with existing finishes and primers. C. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXTERIOR PAINTING 09 9113 - 4 D. Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual." 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable items same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed items with prime coat only. 3. Paint both sides and edges of exterior doors and entire exposed surface of exterior door frames. 4. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. 1. Contractor shall touch up and restore painted surfaces damaged by testing. 2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. 3.5 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. JOHN W. HART BUILDING EXTERIOR REFURBISH Construction Documents Brigham Young University – Idaho Rexburg Idaho 23110 (11/17/23) EXTERIOR PAINTING 09 9113 - 5 D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 EXTERIOR PAINTING SCHEDULE A. Galvanized-Metal Substrates: 1. Water-Based Light Industrial Coating System MPI EXT 5.3J: a. Prime Coat: Primer, galvanized, water based, MPI #134. 1) Rodda Paint Co.: Prime Solutions; First Coat Bonding Primer - 501601. 2) Sherwin-Williams: Pro Industrial; Pro-Cryl Universal Primer - B66W1310. b. Intermediate Coat: Light industrial coating, exterior, water based, matching topcoat. c. Topcoat: Light industrial coating, exterior, water based, semi-gloss (MPI Gloss Level 5), MPI #163. 1) Rodda Paint Co.: PROTECH High Performance; Multi Master VST Semigloss - 448901. 2) Sherwin-Williams: Pro Industrial; DTM Semi-Gloss - B66W01151. END OF SECTION 09 9113 AIR OUTLETS AND INLETS SECTION 23 3713 – PAGE 1 SECTION 233713 AIR OUTLETS AND INLETS PART I - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUMMARY: A. Extent of air outlets and inlets work is indicated by drawings and schedules, and by requirements of this section. B. Types of outlets and inlets required for project include the following: 1. Louvers. C. Refer to other Division sections for louvers, not work of this section. 1.3 QUALITY ASSURANCE: A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of air outlets and inlets of types and capacities required, whose products have been in satis factory use in similar service for not less than 5 years. B. Installer's Qualifications: A firm with at least 3 years of successful installation experience on projects with metal ductwork systems work similar to that required for project. 1. The Installer shall have a publicly registered bonding capacity of sufficient amount to cover this work and all other work in progress by the Contractor. 2. All workmen on the project shall carry state licenses as journeymen or apprentice sheet metal workers with additional certification for welders. 1.4 SUBMITTALS: A. Product Data: Submit manufacturer's technical product data for air outlets and inlets including the following: 1. Schedule of air outlets and inlets indicating drawing designation, room location, number furnished, model number, size, and accessories furnished. 2. Data sheet for each type of air outlet and inlet, and accessory furnished; indicating construction, finish, and mounting details. 3. Performance data for each type of air outlet and inlet furnished, including aspiration ability, temperature and velocity traverses; throw and drop; and noise criteria ratings. Indicate selections on data. B. Samples: 3 samples of each type of finish furnished. C. Shop Drawings: Submit manufacturer's assembly-type shop drawing for each type of air outlet and inlet, indicating materials and methods of assembly of components. AIR OUTLETS AND INLETS SECTION 23 3713 – PAGE 2 D. Maintenance Data: Submit maintenance data, including cleaning instructions for finish es, and spare parts lists. Include this data, product data, and shop drawings in maintenance manuals; in accordance with requirements of General Conditions. 1.5 REFERENCES: A. Codes and Standards: 1. ARI Compliance: Test and rate air outlets and inlets in accordance with ARI 650 "Standard for Air Outlets and Inlets". 2. ASHRAE Compliance: Test and rate air outlets and inlets in accordance with ASHRAE 70 "Method of Testing for Rating the Air Flow Performance of Outlets and Inlets". 3. AMCA Compliance: Test and rate louvers in accordance with AMCA 500 "Test Method for Louvers, Dampers and Shutters". 4. AMCA Seal: Provide louvers bearing AMCA Certified Rating Seal. 5. NFPA Compliance: Install air outlets and inlets in accordance with NFPA 90A "Standard for the Installation of Air Conditioning and Ventilating Systems". 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Deliver air outlets and inlets wrapped in factory-fabricated fiber-board type containers. Identify on outside of container type of outlet or inlet and location to be installed. Avoid crushing or bending and prevent dirt and debris from entering and settling in devices. B. Store air outlets and inlets in original cartons and protect from weather and construction work traffic. Where possible, store indoors; when necessary to store outdoors, store above grade and enclose with waterproof wrapping. PART II - PRODUCTS 2.1 LOUVERS: A. Extent of Work: At air openings in the outside wall where indicated on drawings, install AMCA rated drainable stationary extruded aluminum 6" deep weather louvers. B. Material: Blades shall be on 3-1/2" centers with integral downspouts to drain the water from the louver blades. Stationary louvers shall pass 1000 fpm free area velocity with less than 0.2" static pressure drop and shall carry less than .03 ounces of water per square foot when tested in accordance with AMCA Standard 500. Install stainless steel 1/2” mesh screens on interior face and louver. 1. Louvers shall be equal to Ruskin ELF6375DX a. Ruskin b. American Warming and Ventilating, c. Greeheck d. Pottorff 2. Coordinate with the Architectural details for type of flange and structural details for actual wall opening sizes. AIR OUTLETS AND INLETS SECTION 23 3713 – PAGE 3 3. Color as selected by Architect. C. Contractor must coordinate louver size, flange type, and construction with structural and architectural openings to assure fit and appearance. PART III - EXECUTION 3.1 INSPECTION: A. Examine areas and conditions under which air outlets and inlets are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. AIR OUTLETS AND INLETS SECTION 23 3713 – PAGE 4 3.2 INSTALLATION: A. General: Install air outlets and inlets in accordance with manufacturer's written instructions and in accordance with recognized industry practices to ensure that products serve intended function. B. Coordinate with other work, including ductwork and duct accessories, as necessary to interface installation of air outlets and inlets with other work. END OF SECTION 233713