The URL can be used to link to this page

Home My WebLink AboutPROJECT MANUAL VOL. 1 - 16-00674 - 525 S Center St - BYUI Clark Classroom RemodelARCHITECTURE PLANNING INTERIORS 049 E SOUTH TEMPLE SALI LAKE CITY. UT 84102 801,355.591 f ww. W.G1S. U, C.ni BYU IDAHO BYU Idaho Clarke Building Improvements Volume 1 1 Divisions 00-14 Project Manual October 20, 2016 PERM SET CRSA Project # 16-063 r. 16-006%-: 13YU-1 - Clarl_ Classroom Remodel I'ro_jecl manual Vol. [ C<nv (3 of 3) BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Division Section Title Pages VOLUME 1 Procurement and Contracting Requirements Group DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS Table of Contents 1 Invitation to Bid 2 Notice to Bidders 1 Form of Proposal 5 Instructions to Bidders 3 Form of Contract 4 General Conditions (Fixed Sum) 13 Supplementary Conditions 7 Blank Pay Application 1 SPECIFICATIONS GROUP General Requirements Subgroup DIVISION 01 - GENERAL REQUIREMENTS 011000 SUMMARY 012100 ALLOWANCES 012200 UNIT PRICES 012500 SUBSTITUTION PROCEDURES 012600 CONTRACT MODIFICATION PROCEDURES 012900 PAYMENT PROCEDURES 013100 PROJECT MANAGEMENT AND COORDINATION 013200 CONSTRUCTION PROGRESS DOCUMENTATION 013233 PHOTOGRAPHIC DOCUMENTATION 013300 SUBMITTAL PROCEDURES 014000 QUALITY REQUIREMENTS 014200 REFERENCES 015000 TEMPORARY FACILITIES AND CONTROLS TABLE OF CONTENTS 1 5 3 2 3 3 4 9 7 4 10 8 15 9 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 016000 PRODUCT REQUIREMENTS 4 017300 EXECUTION 9 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 4 017700 CLOSEOUT PROCEDURES 6 017823 OPERATION AND MAINTENANCE MANUALS 5 017839 PROJECT RECORD DOCUMENTS 4 Construction DIVISION 02 - EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION DIVISION 03 - CONCRETE 0330053 MISC CAST -IN-PLACE CONCRETE DIVISION 04 - MASONRY NOT USED DIVISION 05 - METALS 055000 METAL FABRICATIONS DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY 064113 WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064116 PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS 066400 PLASTIC PANELING DIVISION 07 - THERMAL AND MOISTURE PROTECTION NOT USED DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES 087100 DOOR HARDWARE 088000 GLAZING DIVISION 09 - FINISHES 092216 NON-STRUCTURAL METAL FRAMING 092900 GYPSUM BOARD 096513 RESILIENT BASE AND ACCESSORIES 099123 INTERIOR PAINTING DIVISION 10 - SPECIALTIES 101100 VISUAL DISPLAY UNITS DIVISION 11 — SPECIAL CONSTRUCTION NOT USED DIVISION I2- FURNISHINGS TABLE OF CONTENTS 2 BYU-Idaho Clarke Building Improvements NOT USED DIVISION 13 - EQUIPMENT NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED END VOLUME TABLE OF CONTENTS BID SET I October 20, 2016 BYU-Idaho Clarke Building Improvements SECTION 011000 - SUMMARY PART 1 - GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Work Sequence, 4. Purchase contracts. 5. Access to site. 6. Coordination with occupants. 7. Work restrictions. 8. Specification and drawing conventions. 9. Miscellaneous provisions. B. Related Requirements: 1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 PROJECT INFORMATION A. Project Identification: Upper Playing Fields Support Facility 1. Project Location: BYU-1 Clarke Building Improvements B. Owner: State of Utah 1. Owner's Representative: Kehl Murray, Project Manager 208-201-6630 C. Architect: CRSA 649 East South Temple Salt Lake City, Utah Contact: Jeff Nielsen 801.746.6813 D. Project Web Site: A project Web site administered by the Contractor will be used for purposes of managing communication and documents during the construction stage. 1. See Section 013100 "Project Management and Coordination." for requirements for establishing, administering and using the Project Web site. SUMMARY 011000-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: Remodel Work on Levels 1 & 3 2. Replacement of fan motors in the main AHU. B. Type of Contract: Project will be constructed under a single prime contract. 1.5 ACCESS TO SITE A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project. B. 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. Limits: Confine construction operations to areas designated by the construction limits shown on the drawings. 2. Driveways, Walkways and Entrances: Keep driveways 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 by construction operations. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. 1.6 COORDINATION WITH OCCUPANTS A. Partial Owner Occupancy: With the exception of areas under construction, the Owner will occupy Module 1 during the entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. Owner will not occupy the Laboratory Building (Module 2) until after a certificate of occupancy is received from the State Building Official. The Contractor shall be aware of and conform to all rules, regulations and restrictions for construction activities on and around _ Module 1 and shall not interfere with the daily operation and circulation of staff on and around the campus. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the entire project, provided such occupancy does not interfere with completion of the Work. 1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work. 2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy. 3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work. SUMMARY 011000-2 BYU-Idaho Clarke Building Improvements SECTION -012300 -ALTERNATES PART 1 -GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for alternates. 1.3 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 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 alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 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 schedule of alternates 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. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate No 1: Removal and replacement of the fan wall. B. Alternate No 2: All work in the north area of Level 1. ALTERNATES Section 012300 - Page 1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 END OF SECTION 012300 ALTERNATES Section 012300 - Page 2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work. C. Phasing: Work shall be provided in two phases: 1. Phase 1: Beginning April 10, 2016 and concluding by September 1, 2016 a. Rooms 103, 125, 133, 135 2. Phase 2: Beginning July 25, 2016 and concluding by September 1, 2016 a. Level 3 rooms. b. Rooms 105, 105C & 1050. C. AHU fan replacement. 1.7 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. On -Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 7:00 p.m., Monday through Friday, unless otherwise indicated. 1. Weekend Hours: Work is allowed on Saturday from 7:00 AM until 7:00 PM. 2. Sunday Work: Work is not permitted on Sunday. 3. Early Morning Hours: Restrictions on noisy work may be limited by Owner. 4. Hours for Utility Shutdowns: Coordinate with Owner. C. 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 Architect and Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Notify Architect and Owner not less than two days in advance of proposed disruptive operations. 2. Obtain Owner's written permission before proceeding with disruptive operations. E. Nonsmoking Site: Smoking is not permitted on the BYU-1 Campus. SUMMARY 011000-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 013233 - PHOTOGRAPHIC DOCUMENTATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. B. Related Requirements: 1. Section 024119 "Selective Structure Demolition" for photographic documentation before selective demolition operations commence. 1.3 INFORMATIONAL SUBMITTALS A. Digital Photographs: Submit image files within three days of taking photographs. 1. Digital Camera: Minimum sensor resolution of 8 megapixels. 2. Format: Minimum 3200 by 2400 pixels, in unaltered original files, with same aspect ratio as the sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file. PART2-PRODUCTS 2.1 PHOTOGRAPHIC MEDIA A. Digital Images: Provide images in JPG format, produced by a digital camera with minimum sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels. - PART 3 - EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS A. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out -of -focus areas will not be accepted. 1. Maintain key plan with each set of construction photographs that identifies each photographic location. B. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image -editing software. 1. Date and Time: Include date and time in file name for each image. PHOTOGRAPHIC 013233-1 DOCUMENTATION BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2. Field Office Images: Maintain one set of images accessible in the field office at Project site, available at all times for reference. Identify images in the same manner as those submitted to Architect. C. Preconstruction Photographs: Before commencement of demolition, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Architect. Take 20 photographs to show existing conditions before starting the Work. D. Periodic Construction Photographs: Take 20 photographs weekly, with timing each month adjusted to coincide with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken. END OF SECTION 013233 PHOTOGRAPHIC 013233-2 DOCUMENTATION BYU-Idaho Clarke Building Improvements SECTION - 013300 - SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Requirements: 1. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance manuals. 2. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. 1.3 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. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files. C. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device -independent and display resolution -independent fixed -layout document format. A. Submittal Schedule: Submit a schedule 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. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. SUBMITTAL PROCEDURES 013300-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. 4. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. C. Submittal category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. g. Scheduled date of fabrication. h. Scheduled dates for purchasing. I. Scheduled dates for installation. j. Activity or event number. 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. 1, Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings. a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. b. Digital Drawing Software Program: The Contract Drawings are available in AutoCAD. C. Contractor shall execute a data licensing agreement in the form of AIA Document C106, Digital Data Licensing Agreement. d. The following digital data files will by furnished for each appropriate discipline: 1) Floor plans. 2) Reflected ceiling plans. 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. j 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 different types of submittals for related parts of the Work 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. SUBMITTAL PROCEDURES 013300-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 15 days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. D. Electronic Submittals: Identify and incorporate information in each electronic submittal file 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. a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A). 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner,containing the following information: a. Project name. J b. Date. C. Name and address of Architect. d. Name of Contractor. e. Name of firm or entity that prepared submittal. f. Names of subcontractor, manufacturer, and supplier. g. Category and type of submittal. h. Submittal purpose and description. L Specification Section number and title. j. Specification paragraph number or drawing designation and generic name for each of multiple items. k. Drawing number and detail references, as appropriate. I. Location(s) where product is to be installed, as appropriate. M. Related physical samples submitted directly. i n. Indication of full or partial submittal. o. Transmittal number, numbered consecutively. P. Submittal and transmittal distribution record. q. Other necessary identification. r. Remarks. 5. Metadata: Include the following information as keywords in the electronic submittal file metadata: a. Project name. b. Number and title of appropriate Specification Section. C. Manufacturer name. d. Product name. E. Options: Identify options requiring selection by Architect. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect SUBMITTAL PROCEDURES 013300-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. G. 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. H. 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. I. 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. PART 2 -PRODUCTS 2.1 SUBMITTAL PROCEDURES A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Post electronic submittals as PDF electronic files directly to Architect's FTP site specifically established for Project or via email. a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. 2. Submit electronic submittals via email as PDF electronic files. a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. 3. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies. 4. Certificates and Certifications Submittals: Provide 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. a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated. b. Provide a notarized statement on original paper copy certificates and certifications where indicated. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. If information must be specially prepared for submittal because standard published data are not suitable 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. SUBMITTAL PROCEDURES 013300-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 b. Standard color charts. C. Statement of compliance with specified referenced standards. d. Testing by recognized testing agency. e. Application of testing agency labels and seals. f. Notation of coordination requirements. 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams showing factory -installed wiring. b. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file. b. Three paper copies of Product Data unless otherwise indicated. Architect will return two copies. C. 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. 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. g. Seal and signature of professional engineer if specified. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches , but no larger than 30 by 42 inches . 3. Submit Shop Drawings in the following format: a. PDF electronic file. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. C. Sample source. d. Number and title of applicable Specification Section. e. Specification paragraph number and generic name of each item. 3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record. SUBMITTAL PROCEDURES 013300-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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 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 specified, 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. 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. E. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures." PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action 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. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, 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. 3.2 ARCHITECT'S ACTION A. 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. B. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. SUBMITTAL PROCEDURES 013300-6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. D. Submittals not required by the Contract Documents may be returned by the Architect without action. END OF SECTION 013300 SUBMITTAL PROCEDURES 013300-7 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 015000 - TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and f — other Division 01 Specification Sections, apply to this Section. `, 1.2 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Requirements: Section 011000 "Summary" for work restrictions and limitations on utility interruptions. 1.3 USECHARGES A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, testing agencies, and authorities having jurisdiction. 1.4 INFORMATIONAL SUBMITTALS A. Fire -Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire -prevention program. B. Moisture -Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage. Describe delivery, handling, and storage provisions for materials subject to water absorption or water damage. 2. Indicate procedures for discarding water -damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water -damaged Work. 3. Indicate sequencing of work that requires water, such as sprayed fire -resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials. C. 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. Identify further options if proposed measures are later determined to be inadequate. Include the following: Locations of dust -control partitions at each phase of work. 2. HVAC system isolation schematic drawing. TEMPORARY FACILITIES AND 015000-1 CONTROLS BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3. Location of proposed air -filtration system discharge. 4. Waste handling procedures. 5. Other dust -control measures. 1.5 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 U.S. Architectural & Transportation Barriers Compliance Board's ADA -ABA Accessibility Guidelines and ICC/ANSI At 17.1. 1.6 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. PART2-PRODUCTS 2.1 MATERIALS A. Polyethylene Sheet: Reinforced, fire -resistive sheet, 10 -mil minimum thickness, with flame -spread rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2. B. Dust -Control Adhesive-Surfaoe Walk -off Mats: Provide mats minimum 36 by 60 inches C. Insulation: Unfaced mineral -fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum A flame -spread and smoke -developed indexes of 25 and 50, respectively. PART 3 -EXECUTION (� 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with i 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 011000 "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 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. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. TEMPORARY FACILITIES AND 015000-2 CONTROLS BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. C. Temporary Partitions: Provide floor -to -ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner 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 security locks where openings are required. 5. Protect air -handling equipment. 6. Provide walk -off mats at each entrance through temporary partition. D. Temporary Fire Protection: Install and maintain temporary fire -protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire - prevention program. 1. Prohibit smoking in construction areas. 2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 3. Develop and supervise an overall fire -prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. 3.3 MOISTURE AND MOLD CONTROL A. Contractor's Moisture -Protection Plan: Avoid trapping water in finished work. Document visible signs of mold that may appear during construction. B. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows: 1. Control moisture and humidity inside building by maintaining effective dry -in conditions. 2. Use permanent HVAC system to control humidity. 3. Comply with manufacturer's written instructions for temperature, relative humidity, and exposure to water limits. TEMPORARY FACILITIES AND 015000-3 CONTROLS BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 a. Hygroscopic materials that may support mold growth, including wood and gypsum -based products, that become wet during the course of construction and remain wet for 48 hours are considered defective. b. Measure moisture content of materials that have been exposed to moisture during construction operations or after installation. Record readings beginning at time of exposure and continuing daily for 48 hours. Identify materials containing moisture levels higher than allowed. Report findings in writing to Architect. Remove materials that cannot be completely restored to their manufactured moisture level within 48 hours. 3.4 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 construction 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. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary roads and paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures." END OF SECTION 015000 TEMPORARY FACILITIES AND 015000-4 CONTROLS BYU-Idaho Clarke Building Improvements SECTION - 017300 - EXECUTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 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. Coordination of Owner -installed products. 5. Progress cleaning. 6. Starting and adjusting. 7. Protection of installed construction. B. Related Requirements: 1. Section 011000 "Summary" for limits on use of Project site. 2. Section 013300 "Submittal Procedures" for submitting surveys. 3. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, and final cleaning. 4. Section 024119 "Selective Demolition" for demolition and removal of selected portions of the building. 5. Section 078413 "Penetration Firestopping" for patching penetrations in fire -rated construction. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.4 QUALITY ASSURANCE A. 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, 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 EXECUTION 017300-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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. a. Primary operational systems and equipment. b. Fire separation assemblies. C. Air or smoke barriers. d. Fire -suppression systems. e. Mechanical systems piping and ducts. f. Control systems. g. Communication systems. h. Fire -detection and -alarm systems. i. Conveying systems. j. Electrical wiring systems. k. Operating systems of special construction. 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. a. Water, moisture, or vapor barriers. b. Membranes and flashings. c. Exterior curtain -wall construction. d. Sprayed fire -resistive material. e. Equipment supports. f. Piping, ductwork, vessels, and equipment. g. Noise- and vibration -control elements and systems. 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. B. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. C. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. PART2-PRODUCTS 2.1 MATERIALS A. General: 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. 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. 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. EXECUTION 017300-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, 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. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: 1. Description of the Work. 2. List of unacceptable installation tolerances. 3. Recommended corrections. D. 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 Owner 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 caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 'Project Management and Coordination." E. 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to existing conditions. If discrepancies are discovered, notify Architect promptly. EXECUTION 017300-3 BYU-Idaho Clarke Building Improvements 3.4 INSTALLATION BID SET I October 20, 2016 A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 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. 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 the best possible results. 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. 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: Do not use tools or equipment that produce harmful 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 work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. 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, verity size and type required for load conditions. 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. Fit exposed connections together to form hairline joints. J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.5 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. EXECUTION 017300-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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 according to requirements in Section 011000 "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. 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. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. 5. 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. 6. 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. Provide materials and comply with installation requirements specified in other Sections, where applicable. 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 minimize 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. EXECUTION 017300-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces 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. 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. 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 OWNER -INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's construction personnel. B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction personnel. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. 2. Pre -installation Conferences: Include Owner's construction personnel at pre -installation j conferences covering portions of the Work that are to receive Owner's work. Attend pre -installation i conferences conducted by Owner's construction personnel if portions of the Work depend on Owner's construction. t 3.7 PROGRESS CLEANING r A. General: 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. 4. Coordinate progress cleaning for joint -use areas where Contractor and other contractors are working concurrently. 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. EXECUTION 017300-6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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 in Finished Areas: 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 015000 "Temporary Facilities and Controls." 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 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. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.8 STARTING AND ADJUSTING A. Coordinate startup and adjusting of equipment and operating components with requirements in Section 019113 "General Commissioning Requirements." B. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, t replace with new units, and retest. C. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. D. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. E. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements." 3.9 PROTECTION 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. Comply with manufacturer's written instructions for temperature and relative humidity. END OF SECTION 017300 EXECUTION 017300-7 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Salvaging nonhazardous demolition and construction waste. 2. Recycling nonhazardous demolition and construction waste. 3. Disposing of nonhazardous demolition and construction waste. B. Related Requirements: 1. Section 024119 "Selective Demolition" for disposition of waste resulting from partial demolition of buildings, structures, and site improvements, and for disposition of hazardous waste. 1.3 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction. CONSTRUCTION WASTE 017419-1 MANAGEMENT AND DISPOSAL BYU-Idaho Clarke Building Improvements PART 2 - PRODUCTS (Not Used) PART 3 -EXECUTION 3.1 SALVAGING DEMOLITION WASTE BID SET I October 20, 2016 A. Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed. 3. Store items in a secure area until installation. 4. Protect items from damage during transport and storage. 5. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated. B. Doors and Hardware: Brace open end of door frames. Except for removing door closers, leave door hardware attached to doors. C. Equipment: Drain tanks, piping, and fixtures. Seal openings with caps or plugs. Protect equipment from exposure to weather. D. Plumbing Fixtures: Separate by type and size. E. Lighting Fixtures: Separate lamps by type and protect from breakage. F. Electrical Devices: Separate switches, receptacles, switchgear, transformers, meters, panelboards, circuit breakers, and other devices by type. 3.2 RECYCLING DEMOLITION and CONSTRUCTION WASTE, GENERAL F= A. General: Recycle paper and beverage containers used by on-site workers. B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor. C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process. D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical according to approved construction waste management plan. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. a. Inspect containers and bins for contamination and remove contaminated materials if found. 2. Remove recyclable waste from Owner's property and transport to recycling receiver or processor. CONSTRUCTION WASTE 017419-2 MANAGEMENT AND DISPOSAL BYU-Idaho Clarke Building Improvements 3.3 RECYCLING DEMOLITION WASTE BID SET I October 20, 2016 A. Metals: Separate metals by type (If required by vendor). 1. Structural Steel: Stack members according to size, type of member, and length. 2. Remove and dispose of bolts, nuts, washers, and other rough hardware. B. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location. Remove edge trim and sort with other metals. Remove and dispose of fasteners. 3.4 RECYCLING CONSTRUCTION WASTE A. Packaging: 1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location. 2. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. _ For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood. B. Wood Materials: 1. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. 3.5 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, 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. Burning: Do not burn waste materials. C. Disposal: Remove waste materials from Owner's property and legally dispose of them. END OF SECTION 017419 CONSTRUCTION WASTE 017419-3 MANAGEMENT AND DISPOSAL BYU-Idaho Clarke Building Improvements SECTION -017700 -CLOSEOUT PROCEDURES PART 1 - GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not E limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. E 4. Final cleaning. 5. Repair of the Work. B. Related Requirements: I! 1. Section 013233 "Photographic Documentation" for submitting final completion construction photographic documentation. 2. Section 017300 "Execution" for progress cleaning of Project site. 3. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Section 017839 "Project Record Documents" for submitting record Drawings and record Product Data. 5. Section 017900 "Demonstration and Training" for requirements for instructing Owner's personnel. 1.3 ACTION SUBMITTALS A. Product Data: For cleaning agents. B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion. C. Certified List of Incomplete Items: Final submittal at Final Completion. i 1.4 CLOSEOUT SUBMITTALS A. Certificates of Release: From authorities having jurisdiction. B. Certificate of Insurance: For continuing coverage. CLOSEOUT PROCEDURES 017700-1 BYU-Idaho Clarke Building Improvements B C. BID SET I October 20, 2016 Field Report: For pest control inspection. MAINTENANCE MATERIAL SUBMITTALS Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections. SUBSTANTIAL COMPLETION PROCEDURES 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. 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, final completion construction photographic documentation, 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 where applicable. 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 test/adjust/balance records. 6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 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. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training." 6. Advise Owner of changeover in heat and other utilities. CLOSEOUT PROCEDURES 017700-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 7. Participate with Owner in conducting inspection and walkthrough with local emergency responders. 8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 9. Complete final cleaning requirements, including touchup painting. 10. Touch up 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. Re -inspection: Request re -inspection 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. Submit a final Application for Payment according to Section 012900 "Payment Procedures." 2. 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 been completed or otherwise resolved for acceptance. 3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. 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. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. _ --- 1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST) 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. Organize list of spaces in sequential order,. CLOSEOUT PROCEDURES 017700-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1.9 SUBMITTAL OF PROJECT WARRANTIES A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated, or when delay in submittal of warranties might limit Owner's rights under warranty. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual. 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. 4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of document. D. Provide additional copies of each warranty to include in operation and maintenance manuals. 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. 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. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project: Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. CLOSEOUT PROCEDURES 017700-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. Clean exposed exterior and interior 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. g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. I. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain. j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent. I. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. M. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. n. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. o. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter on inspection. 1) Clean HVAC system in compliance with NADCA Standard 1992-01. Provide written _ report on completion of cleaning. P. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. q. Leave Project clean and ready for occupancy. C. Pest Control: Comply with pest control requirements in Section 015000 "Temporary Facilities and Controls." Prepare written report. D. Construction Waste Disposal: Comply with waste disposal requirements. 3.2 REPAIR OF THE WORK A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion. B. Repair or remove and replace defective construction. Repairing includes replacing defective 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. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials. CLOSEOUT PROCEDURES 017700-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2. 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. Dc not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification. 3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity. 4. 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 017700 CLOSEOUT PROCEDURES 017700-6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 017823 - OPERATION AND MAINTENANCE DATA PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation manuals for systems, subsystems, and equipment. B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 CLOSEOUT SUBMITTALS A. Manual Content: Operations and maintenance manual content is specified in individual Specification Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section. 1. Architect will comment on whether content of operations and maintenance submittals are acceptable. 2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions. B. Format: Submit operations and maintenance manuals in the following format: 1. PDF electronic file. Assemble each manual into a composite electronically indexed file. Submit on digital media acceptable to Architect. a. Name each indexed document file in composite electronic index with applicable item name. Include a complete electronically linked operation and maintenance directory. b. Enable inserted reviewer Comments on draft submittals. C. Initial Manual Submittal: Submit draft copy of each manual at least 30 days before commencing demonstration and training. Architect will comment on whether general scope and content of manual are acceptable. OPERATION AND MAINTENANCE 017823-1 DATA BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 D. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15 days before commencing demonstration and training. Architect will return copy with comments. Correct or revise each manual to comply with Architect's comments. Submit copies of each corrected manual within 15 days of receipt of Architect's comments and prior to commencing demonstration and training. PART 2 -PRODUCTS 2.1 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name and contact information for Contractor. 6. Name and contact information for Architect. 7. Names and contact information for major consultants to the Architect that designed the systems contained in the manuals. 8. Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. E. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. 1. Electronic Files: Use electronic files prepared by manufacturer where available. Where scanning of paper documents is required, configure scanned file for minimum readable file size. OPERATION AND MAINTENANCE 017823-2 DATA I, I i I I BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2. File Names and Bookmarks: Enable bookmarking of individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file. 2.2 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents. 2. Performance and design criteria if Contractor has delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Wiring diagrams. 6. Control diagrams. 7. Piped system diagrams. 8. Precautions against improper use. 9. License requirements including inspection and renewal dates. B. Descriptions: Include the following: 1. Product name and model number. Use designations for products indicated on Contract Documents. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. OPERATION AND MAINTENANCE DATA 017823-3 BYU-Idaho Clarke Building Improvements 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. BID SET I October 20, 2016 D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color -coding where required for identification. PART 3 - EXECUTION 3.1 MANUAL PREPARATION A. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory -authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. B. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets f pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. C. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation. 1. Do not use original project record documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared record Drawings in Section 017839 "Project Record Documents." D. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation. END OF SECTION 017823 OPERATION AND MAINTENANCE 017823-4 DATA BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 017900 - DEMONSTRATION AND TRAINING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for instructing Owner's personnel, including the following: 1. Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment. B. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations and to ensure availability of Owner's personnel. C. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. D. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. PART 2 -PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and for equipment not part of a system, as required by individual Specification Sections, B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the system, equipment, or component: Basis of System Design, Operational Requirements, and Criteria: Include the following: a. System, subsystem, and equipment descriptions. b. Performance and design criteria if Contractor is delegated design responsibility. C. Operating standards. d. Regulatory requirements. e. Equipment function. f. Operating characteristics. g. Limiting conditions. h. Performance curves. 2. Documentation: Review the following items in detail: a. Emergency manuals. b. Operations manuals. C. Maintenance manuals. d. Project record documents. DEMONSTRATION AND TRAINING 017900-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 e. Identification systems. f. Warranties and bonds. g. Maintenance service agreements and similar continuing commitments. 3. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. C. Routine and normal operating instructions. d. Regulation and control procedures. e. Control sequences. f. Safety procedures. g. Instructions on stopping. h. Normal shutdown instructions. i. Operating procedures for emergencies. j. Operating procedures for system, subsystem, or equipment failure. k. Seasonal and weekend operating instructions. I. Required sequences for electric or electronic systems. M. Special operating instructions and procedures. 4. Adjustments: Include the following: a. Alignments. b. Checking adjustments. C. Noise and vibration adjustments. d. Economy and efficiency adjustments. 5. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 6. Maintenance: Include the following: a. Inspection procedures. b. Types of cleaning agents to be used and methods of cleaning. C. List of cleaning agents and methods of cleaning detrimental to product. d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. g. Instruction on use of special tools. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. C. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. PART 3 -EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a training manual organized in coordination with requirements in Section 017823 "Operation and Maintenance Data." B. Set up instructional equipment at instruction location. 3.2 INSTRUCTION A. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. DEMONSTRATION AND TRAINING 017900-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. Schedule training with Owner, through Architect, with at least seven days' advance notice. C. Training Location and Reference Material: Conduct training on-site in the completed and fully operational facility using the actual equipment in-place. Conduct training using final operation and maintenance data submittals. D. Cleanup: Collect used and leftover educational materials and remove from Project site. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use. END OF SECTION 017900 DEMONSTRATION AND TRAINING 017900-3 BYU-Idaho Clarke Building Improvements SECTION - 024119 - SELECTIVE DEMOLITION PART 1 - GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: ' 1. Demolition and removal of selected portions of building or structure. B. Related Requirements: 1. Section 011000 "Summary" for restrictions on the use of the premises, Owner -occupancy requirements, and phasing requirements. ! 2. Section 017300 "Execution" for cutting and patching procedures. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated. D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not ' otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.5 PREINSTALLATION MEETINGS A. Pre -demolition 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. SELECTIVE DEMOLITION 024119-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 5. Review areas where existing construction is to remain and requires protection. 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. 1. Before selective demolition, Owner will remove the following items: a. Furnishings \ Equipment. 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. 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. PART2-PRODUCTS 2.1 PEFORMANCE 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 ANSI/ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review record documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in record documents. C. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. SELECTIVE DEMOLITION 024119-2 I BYU-Idaho Clarke Building Improvements 3.2 BID SET I October 20, 2016 D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. E. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs. 1. Comply with requirements specified in Section 013233 "Photographic Documentation." 2. Inventory and record the condition of items to be removed and salvaged. Provide photographs of conditions that might be misconstrued as damage caused by salvage operations. 3. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. a Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. 1. Comply with requirements for existing services/systems interruptions specified in Section 011000 "Summary." Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3. Disconnect, demolish, and remove fire -suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material. C. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. d. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. e. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. f. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material. 3.3 PREPARATION A. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. SELECTIVE DEMOLITION 024119-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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. I 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls." 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, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to 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 fire watch and portable fire -suppression devices during flame -cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin -infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. B. 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. SELECTIVE DEMOLITION 024119-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power - driven saw, then remove masonry between saw cuts. B. Concrete Slabs -on -Grade: Saw -cut perimeter of area to be demolished, then break up and remove. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. 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 f __ debris to grade level in a controlled descent. f 4. Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal." B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 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. END OF SECTION 024119 SELECTIVE DEMOLITION 024119-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 033053 - MISCELLANEOUS CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes cast -in-place concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. 1.3 QUALITY ASSURANCE A. Ready -Mix -Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. B. Comply with the following sections of ACI 301 , unless modified by requirements in the Contract Documents: 1. "General Requirements." 2. "Formwork and Formwork Accessories." 3. 'Reinforcement and Reinforcement Supports." 4. "Concrete Mixtures." 5. "Handling, Placing, and Constructing." C. Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." PART 2 -PRODUCTS 2.1 FORMWORK A. Furnish formwork and formwork accessories according to ACI 301 . 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 , deformed. 2.3 CONCRETE MATERIALS A. Normal -Weight Aggregate: ASTM C 33, graded, 1 -1/2 -inch nominal maximum aggregate size. B. Water: ASTM C 94/C 94M. MISCELLANEOUS CAST -IN-PLACE 033053-1 CONCRETE BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2.4 ADMIXTURES A. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened j concrete. Do not use calcium chloride or admixtures containing calcium chloride. 2.5 CURING MATERIALS t I A. Water: Potable. B. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B. 2.6 CONCRETE MIXTURES i A. Comply with ACI 301 requirements for concrete mixtures. B. Normal -Weight Concrete: Prepare design mixes, proportioned according to ACI 301 , as follows: 1. Minimum Compressive Strength: 3000 psi at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.50. 3. Slump Limit: 4 inches, plus or minus 1 inch . 4. Air Content: Maintain within range permitted by ACI 301 . Do not allow air content of trowel -finished floor slabs to exceed 3 percent. 2.7 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information. 1. When air temperature is above 90 deg F , reduce mixing and delivery time to 60 minutes. PART 3 -EXECUTION r 3.1 FORMWORK A. Design, construct, erect, brace, and maintain formwork according to ACI 301 . 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work attached to or supported by cast -in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 3.3 STEEL REINFORCEMENT A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. j I 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 3.4 JOINTS I A. General: Constructjoints true to line with faces perpendicular to surface plane of concrete. MISCELLANEOUS CAST -IN-PLACE 033053-2 CONCRETE BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Construction Joints: Locate and install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 3.5 CONCRETE PLACEMENT A. Comply with ACI 301 for placing concrete. B. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301 . C. Do not add water to concrete during delivery, at Project site, or during placement. D. Consolidate concrete with mechanical vibrating equipment. 3.6 FINISHING FORMED SURFACES A. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 inch . 1. Apply to concrete surfaces or to be covered with a coating or covering material applied directly to concrete. B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.7 FINISHING UNFORMED SURFACES A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull Floats or derbies to form a uniform and open -textured surface plane before excess moisture or bleedwater appears on surface. Do not further disturb surfaces before starting finishing operations. C. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient Flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film -finish coating system. 3.8 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and with ACI 301 for hot -weather protection during curing. B. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. C. Curing Methods: Cure formed and unformed concrete for at least seven days by one or a combination of the following methods: Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. MISCELLANEOUS CAST -IN-PLACE 033053-3 CONCRETE BYU-Idaho Clarke Building Improvements 3.9 REPAIRS BID SET I October 20, 2016 A. Remove and replace concrete that does not comply with requirements in this Section. END OF SECTION 033053 MISCELLANEOUS CAST -IN-PLACE 033053-4 CONCRETE BYU-Idaho Clarke Building Improvements SECTION 055000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Steel framing and supports for applications where framing and supports are not specified in other Sections. 1.3 PERFORMANCE REQUIREMENTS A. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. 1. Temperature Change: 120 deg F , ambient; 180 deg F , material surfaces. 1.4 ACTION SUBMITTALS A. Shop Drawings: Show fabrication and installation details for metal fabrications. 1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 1.5 INFORMATIONAL SUBMITTALS A. Welding certificates. 1.6 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.101.110, "Structural Welding Code - Steel." B. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1 M, "Structural Welding Code - Steel." 2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum." 3. AWS D1.6, "Structural Welding Code - Stainless Steel." 1.7 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. METAL FABRICATIONS 055000-1 BYU-Idaho Clarke Building Improvements BID SETS October 20, 2016 1.8 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. PART 2 -PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth, Flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Steel Tubes: ASTM A 500 Grade B (46 ksi) C. Zinc -Coated Steel Wire Rope: ASTM A 741. 2.3 FASTENERS A. Steel Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A ; with hex nuts, ASTM A 563 and, where indicated, Flat washers. B. Eyebolts: ASTM A 489. C. Machine Screws: ASME B18.6.3. D. Lag Screws: ASME 818.2.1 . 2.4 MISCELLANEOUS MATERIALS A. Universal Shop Primer: Fast -curing, lead- and chromate -free, universal modified -alkyd primer complying with MPI#79 and compatible with topcoat. 1. Use primer containing pigments that make it easily distinguishable from zinc -rich primer. B. Galvanizing Repair Paint: High -zinc -dust -content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. 2.5 FABRICATION, GENERAL I A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. METAL FABRICATIONS 055000-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 C. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. D. Form exposed work with accurate angles and surfaces and straight edges. E. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat -head (countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous. G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. 1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by 1-1/2 inches , with a minimum 6 -inch embedment and 2 -inch hook, not less than 8 inches from ends and corners of units and 24 inches o.c., unless otherwise indicated. 2.6 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. B. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction. Furnish inserts for units installed after concrete is placed. 2.7 STEEL WELD PLATES AND ANGLES A. Provide steel weld plates and angles not specified in other Sections, for items supported from concrete construction as needed to complete the Work. Provide each unit with no fewer than two integrally welded steel strap anchors for embedding in concrete. 2.8 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish metal fabrications after assembly. C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding surface. METAL FABRICATIONS 055000-3 BYU-Idaho Clarke Building Improvements 2.9 A. C. BID SET I October 20, 2016 STEEL FINISHES Shop prime steel items not indicated to be galvanized unless they are to be embedded in concrete, sprayed -on fireproofing, or masonry, or unless otherwise indicated. 1. Shop prime with universal shop primer. Preparation for Shop Priming: Prepare surfaces to comply with requirements indicated below: 1. Items Indicated to Receive Zino -Rich Primer: SSPC-SP 6/NAGE No. 3, "Commercial Blast Cleaning." 2. Other Items: SSPC-SP 3, "Power Tool Cleaning." Shop Priming: Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. Stripe paint corners, crevices, bolts, welds, and sharp edges. PART 3 -EXECUTION 3.1 INSTALLATION, GENERAL A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. B. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. C. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors. i D. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or i similar construction. E. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with the following: I 1. Cast Aluminum: Heavy coat of bituminous paint. -, 2. Extruded Aluminum: Two coats of clear lacquer. - 3.2 A. B. 3.3 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings. Do not weld in ceiling space of the Morgan Theater. ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC- PA 1 for touching up shop -painted surfaces. METAL FABRICATIONS 055000-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Apply by brush or spray to provide a minimum 2.0 -mil dry film thickness. B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. END OF SECTION 055000 METAL FABRICATIONS 055000-5 BYU-Idaho Clarke Building Improvements SECTION 055213 - PIPE AND TUBE RAILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Steel tube handrails and guards attached to walls adjacent to metal stairs. 2. Steel tube handrails and guards attached to other adjacent materials. B. Related Sections: 1. Section 061053 "Miscellaneous Rough Carpentry" for wood blocking for anchoring railings. 2. Section 092216 "Non -Structural Metal Framing' for metal backing for anchoring railings. 1.3 PERFORMANCE REQUIREMENTS A. Delegated Design: Design railings, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: 1. Steel: 72 percent of minimum yield strength. C. Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails and Top Rails of Guards: a. Uniform load of 50 Ibf/ ft. (0.73 kN/m) applied in any direction. b. Concentrated load of 200 Ibf (0.89 kN) applied in any direction. C. Uniform and concentrated loads need not be assumed to act concurrently. 2. Infill of Guards: a. Concentrated load of 50 Ibf (0.22 kN) applied horizontally on an area of 1 sq. ft. (0.093 sq. m). Spacing to leave <4" clear. b. Infill load and other loads need not be assumed to act concurrently. D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. 1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. PIPE AND TUBE RAILINGS 055213-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 E. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.4 ACTION SUBMITTALS A. Product Data: For the following: 1. Manufacturer's product lines of mechanically connected railings. 2. Railing brackets. 3. Grout, anchoring cement, and paint products. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. C. Samples for Verification: For each type of exposed finish required. 1. Fittings and brackets. D. Delegated -Design Submittal: For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. E. LEED Submittals: 1. Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified professional engineer. B. Welding certificates. C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying that shop primers are compatible with topcoats. D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, according to ASTM E 894 and ASTM E 935. 1.6 QUALITY ASSURANCE A. Source Limitations: Obtain each type of railing from single source from single manufacturer. B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel." C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel" 1.7 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. PIPE AND TUBE RAILINGS 055213-2 BYU-Idaho Clarke Building Improvements 1.8 COORDINATION AND SCHEDULING BID SET I October 20, 2016 A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of anchorages for railings. 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. C. Schedule installation so wall attachments are made only to completed walls. Do not support railings temporarily by any means that do not satisfy structural performance requirements. PART 2 -PRODUCTS 2.1 A. 2.2 A. B. 2.3 A. B. 2.4 A. MANUFACTURERS Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Steel Pipe and Tube Railings: a. Pisor Industries, Inc. b. Wagner, R & B, Inc.; a division of the Wagner Companies. C. Other local fabricators meeting the specification requirements. METALS, GENERAL Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated. STEEL Tubing: ASTM A 500 (cold formed). Size to match that specified in 1. Rails and Posts: 1 -1/2 -inch diameter top and bottom rails and 1/1/2 inch diameter posts. 2. Intermediate Rails Infill: 1 -1/2 -inch diameter intermediate rails spaced less than 4 (100 -mm) inches clear. 3. Provide galvanized finish for exterior installations and where indicated. Plates, Shapes, and Bars: ASTM A 36/A 36M. FASTENERS General: Provide the following: Ungalvanized-Steel Railings: Plated steel fasteners complying with ASTM B 633 or ASTM F 1941 (ASTM F 1941M), Class Fe/Zn 5 for zinc coating. PIPE AND TUBE RAILINGS 055213-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads. C. Fasteners for Interconnecting Railing Components: 1. Provide concealed fasteners for interconnecting railing components and for attaching them to other work, unless otherwise indicated. D. Post -Installed Anchors: Torque -controlled expansion anchors or chemical anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency. 1. Material for Interior Locations: Carbon -steel components zinc -plated to comply with ASTM B 633 or ASTM F 1941 (ASTM F 1941M), Class Fe/Zn 5, unless otherwise indicated. 2. Material for Exterior Locations and Where Stainless Steel is Indicated: Alloy Group 1 (Al) stainless-steel bolts, ASTM F 593 (ASTM F 738M), and nuts, ASTM F 594 (ASTM F 836M). 2.5 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. B. Bituminous Paint: Cold -applied asphalt emulsion complying with ASTM D 1187. C. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. D. Anchoring Cement: Factory -packaged, nonshrink, nonstaining, hydraulic -controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. 1. Water -Resistant Product: At exterior locations and where indicated provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended by manufacturer for exterior use. 2.6 FABRICATION A. General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads. B. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. D. Form work true to line and level with accurate angles and surfaces. E. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. PIPE AND TUBE RAILINGS 055213-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 G. Connections: Fabricate railings with welded connections unless otherwise indicated. H. Welded Connections: Cope components at connections to provide close ft, or use fittings designed for this purpose. Weld all around at connections, including at fittings. 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove Flux immediately. 4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. I. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. J. Form changes in direction as follows: By bending or by inserting prefabricated elbow fittings. K. Bend members in jigs to produce uniform curvature for each configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. L. Close exposed ends of railing members with prefabricated end fittings. M. Provide wall returns at ends of wall -mounted handrails unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is 1/4 inch (6 mm) or less. N. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work unless otherwise indicated. 1. At brackets and fittings fastened to plaster or gypsum board partitions, provide crush -resistant fillers, or other means to transfer loads through wall finishes to structural supports and prevent bracket or fitting rotation and crushing of substrate. O. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate anchorage devices with supporting structure. P. For railing posts set in concrete, provide stainless-steel sleeves not less than 6 inches (150 mm) long with inside dimensions not less than 1/2 inch (13 mm) greater than outside dimensions of post, with metal plate forming bottom closure. 2.7 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. 2.8 STEEL AND IRON FINISHES A. Galvanized Railings: 1. Hot -dip galvanize exterior steel railings, including hardware, after fabrication. 2. Comply with ASTM A 123/A 123M for hot -dip galvanized railings. PIPE AND TUBE RAILINGS 055213-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3. Comply with ASTM A 153/A 153M for hot -dip galvanized hardware. 4. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion. 5. Fill vent and drain holes that are exposed in the finished Work, unless indicated to remain as weep holes, by plugging with zinc solder and fling off smooth. B. Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner. C. For nongalvanized steel railings, provide nongalvanized ferrous -metal fittings, brackets, fasteners, and sleeves, except galvanize anchors to be embedded in exterior concrete or masonry. D. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with requirements indicated below: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 2. Phosphatize. E. Powder -Coat Finish: AAMA 2603 except with a minimum dry film thickness of 1.5 mils (0.04 mm). Comply with coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine plaster and gypsum board assemblies, where reinforced to receive anchors, to verify that locations of concealed reinforcements have been clearly marked for Installer. Locate reinforcements and mark locations if not already done. 3.2 INSTALLATION, GENERAL A. Fit exposed connections together to form tight, hairline joints. B. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack. 1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. 2. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in 1 m). 3. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (5 mm in 3 m). C. Corrosion Protection: Coat concealed surfaces of aluminum that will be in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint. D. Adjust railings before anchoring to ensure matching alignment at abutting joints. E. Fastening to In -Place Construction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in-place construction. PIPE AND TUBE RAILINGS 055213-6 BYU-Idaho Clarke Building Improvements 3.3 RAILING CONNECTIONS BID SET I October 20, 2016 A. Nonwelded Connections: Use mechanical or adhesive joints for permanently connecting railing components. Seal recessed holes of exposed locking screws using plastic cement filler colored to match finish of railings. B. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in "Fabrication" Article whether welding is performed in the shop or in the field. C. Expansion Joints: Install expansion joints at locations indicated but not farther apart than required to accommodate thermal movement. Provide slip -joint internal sleeve extending 2 inches (50 mm) beyond joint on either side, fasten internal sleeve securely to one side, and locate joint within 6 inches It 50 mm) of post. 3.4 ANCHORING POSTS A. Form or core -drill holes not less than 6 inches (150 mm) deep and 3/4 inch (20 mm) larger than OD of post for installing posts in concrete. Clean holes of loose material, insert posts, and fill annular space between post and concrete with nonshrink, nonmetallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions. B. Leave anchorage joint exposed with 1/8 -inch (3 -mm) buildup, sloped away from post. C. Anchor posts to metal surfaces with oval flanges, angle type, or floor type as required by conditions, connected to posts and to metal supporting members as follows: 1. For steel pipe railings, weld flanges to post and bolt to metal supporting surfaces. 2. For stainless-steel pipe railings, weld flanges to post and bolt to supporting surfaces. 3.5 ATTACHING RAILINGS A. Anchor railing ends at walls with round flanges anchored to wall construction and welded to railing ends. B. Anchor railing ends to metal surfaces with flanges bolted to metal surfaces and welded to railing ends. C. Attach railings to wall with wall brackets, except where end flanges are used. Provide brackets with 1 -1/2 - inch (38 -mm) clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. 1. Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt. 2. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. D. Secure wall brackets and railing end flanges to building construction as follows: 1. For concrete and solid masonry anchorage, use drilled -in expansion shields and hanger or lag bolts. 2. For hollow masonry anchorage, use toggle bolts. 3. For steel -framed partitions, use hanger or lag bolts set into wood backing between studs. Coordinate with stud installation to locate backing members. 3.6 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop -painted surfaces. PIPE AND TUBE RAILINGS 055213-7 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Apply by brush or spray to provide a minimum 2.0 -mil (0.05 -mm) dry film thickness. 3.7 PROTECTION A. Protect finishes of railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion. END OF SECTION 055213 PIPE AND TUBE RAILINGS 055213-8 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 061053 - MISCELLANEOUS ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Wood blocking and nailers. 2. Wood furring and grounds. 1.3 DEFINITIONS A. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension. B. Lumber grading agencies, and the abbreviations used to reference them, include the following: 1. NHLA: National Hardwood Lumber Association. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: For testing agency providing classification marking for fire -retardant treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. 1.5 LEED Submittals: A. Certificates for Credit MR 6 Credit MR 7: Chain -of -custody certificates indicating that products specified to be made from certified wood comply with forest certification requirements. Include documentation that manufacturer is certified for chain of custody by an FSC -accredited certification body. Include statement indicating cost for each certified wood product. B. Product Data for Credit IEQ 4.1: For adhesives, documentation including printed statement of VOC content. C. Laboratory Test Reports for Credit IEQ 4.1: For adhesives, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." D. Product Data for Credit IEQ 4.4: For composite wood products, documentation indicating that product contains no urea formaldehyde. MISCELLANEOUS ROUGH Section 061053 - Page 1 CARPENTRY BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 E. Laboratory Test Reports for Credit IEQ 4.4: For composite -wood products, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." 1.6 DELIVERY, STORAGE, AND HANDLING A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation. Protect lumber from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 -PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules -writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 3. Provide dressed lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 15 percent unless otherwise indicated. 2.2 WOOD -PRESERVATIVE -TREATED MATERIALS A. Preservative Treatment by Pressure Process: AWPA Ut; Use Category UC2. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. 2. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not require incising, contain colorants, bleed through, or otherwise adversely affect finishes. B. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, and similar concealed members in contact with masonry or concrete. 3. Wood framing and furring attached directly to the interior of below -grade exterior masonry or concrete walls. MISCELLANEOUS ROUGH Section 061053 - Page 2 CARPENTRY BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 4. Wood framing members that are less than 18 inches above the ground in crawl spaces or unexcavated areas. 5. Wood floor plates that are installed over concrete slabs -on -grade. 2.3 FIRE -RETARDANT -TREATED MATERIALS A. General: Where fire -retardant -treated materials are indicated, use materials complying with requirements in this article, that are acceptable to authorities having jurisdiction, and with fire -test -response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency. B. Fire -Retardant -Treated Lumber and Plywood by Pressure Process: Products with a flame spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test. Use treatment that does not promote corrosion of metal fasteners. 2. Exterior Type: Treated materials shall comply with requirements specified above for fire -retardant - treated lumber and plywood by pressure process after being subjected to accelerated weathering according to ASTM D 2898. Use for exterior locations and where indicated. 3. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated. 4. Design Value Adjustment Factors: Treated lumber shall be tested according ASTM D 5664, and design value adjustment factors shall be calculated according to ASTM D 6841. C. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. D. Identify fire -retardant -treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction. E. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not bleed through, contain colorants, or otherwise adversely affect finishes. F. Application: Treat items indicated on Drawings, and the following: 1. Concealed blocking. 2. Wood cants, nailers, curbs, equipment support bases, blocking, and similar members in connection with roofing. 3. Plywood backing panels. 2.4 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Cants. 4. Furring. MISCELLANEOUS ROUGH Section 061053 - Page 3 CARPENTRY BYU-Idaho Clarke Building Improvements 5. Grounds. BID SET I October 20, 2016 B. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. C. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. D. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent -over nails and damage to paneling. 2.5 MISCELLANEOUS MATERIALS A. Adhesives for Gluing Furring to Concrete or Masonry: Formulation complying with ASTM D 3498 that is approved for use indicated by adhesive manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Where wood -preservative -treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking. C. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. D. Do not splice structural members between supports unless otherwise indicated. E. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches o.c. F. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number ofjoints or optimum joint arrangement. G. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative -treated lumber. Use inorganic boron for items that are continuously protected from liquid water. 2. Use copper naphthenate for items not continuously protected from liquid water. H. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying with the following: Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments;' in ICC's International Residential Code for One- and Two -Family Dwellings. MISCELLANEOUS ROUGH Section 061053 - Page 4 CARPENTRY BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3.2 WOOD BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Provide permanent grounds of dressed, pressure -preservative -treated, key -beveled lumber not less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. 3.3 WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B. Furring to Receive Plywood or Hardboard Paneling: Install 1 -by -3 -inch nominal -size furring horizontally at 24 inches o.c. 3.4 PROTECTION A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron -treated wood becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA -registered label. B. Protect miscellaneous rough carpentry from weather. If, despite protection, miscellaneous rough carpentry becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA -registered label. END OF SECTION 061053 MISCELLANEOUS ROUGH Section 061053 - Page 5 CARPENTRY BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION 064113 - WOOD -VENEER -FACED ARCHITECTURAL CABINETS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Architectural wood cabinets. 2. Wood furring, blocking, shims, and hanging strips for installing architectural wood cabinets unless concealed within other construction before cabinet installation. 3. Shop finishing of architectural wood cabinets. B. Related Requirements: Section 061053 "Miscellaneous Rough Carpentry" for wood furring, blocking, shims, and hanging strips required for installing cabinets and concealed within other construction before cabinet installation. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product, including panel products, cabinet hardware and accessories and finishing materials and processes. B. Sustainability Submittals: 1. Product Data: For products having recycled content, documentation indicating percentages by weight of postconsumer and pre -consumer recycled content. Include statement indicating cost for each product having recycled content. 2. Product Data: For adhesives and composite wood products, documentation indicating that products contain no urea formaldehyde. C. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections. 2. Show locations and sizes of cutouts and holes for electrical switches and outlets and other items installed in architectural wood cabinets. 3. Show veneer leaves with dimensions, grain direction, exposed face, and identification numbers indicating the Flitch and sequence within the flitch for each leaf. 4. Apply AWI Quality Certification Program label to Shop Drawings. D. Samples for Initial Selection: WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-1 BYU-Idaho Clarke Building Improvements 1. Shop -applied transparent finishes. 2. PVC edge material. 3. Thermoset decorative panels. Samples for Verification: BID SET I October 20, 2016 1. Lumber for transparent finish, not less than 5 inches (125 mm) wide by 12 inches (300 mm) long, for each species and cut, finished on one side and one edge. 2. Veneer leaves representative of and selected from Flitches to be used for transparent -finished cabinets. 3. Lumber and panel products with shop -applied opaque finish, 5 inches (125 mm) wide by 12 inches (300 mm) long for lumber and 8 by 10 inches (200 by 250 mm) for panels, for each finish system and color, with one-half of exposed surface finished. 4. Thermoset decorative panels, 8 by 10 inches (200 by 250 mm), for each color, pattern, and surface finish, with edge banding on one edge. 5. Exposed cabinet hardware and accessories, one unit for each type and finish. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer and fabricator. B. Product Certificates: For the following: 1. Composite wood products. 2. Thermoset decorative panels. 3. Adhesives. C. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance. Shop is a certified participant in AWI's Quality Certification Program. Refer to Architect's approved list of fabricators B. Installer Qualifications: Fabricator of products or Certified participant in AWI's Quality Certification Program. C. Testing Agency Qualifications: For testing agency providing classification marking for fire -retardant - treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. D. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockups of typical architectural wood cabinets as shown on Drawings. 2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not deliver cabinets until painting and similar operations that could damage woodwork have been completed in installation areas. If cabinets must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Field Conditions" Article. WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-2 BYU-Idaho Clarke Building Improvements 1.8 FIELD CONDITIONS BID SET I October 20, 2016 A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. B. Field Measurements: Where cabinets are indicated to ft to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Locate concealed framing, blocking, and reinforcements that support cabinets by field measurements before being enclosed, and indicate measurements on Shop Drawings. C. Established Dimensions: Where cabinets are indicated to ft to other construction, establish dimensions for areas where cabinets are to fit. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions. 1.9 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that wood -veneer -faced architectural cabinets can be supported and installed as indicated. B. Hardware Coordination: Distribute copies of approved hardware schedule specified in Section 087100 "Door Hardware" to fabricator of architectural woodwork; coordinate Shop Drawings and fabrication with hardware requirements. PART 2 -PRODUCTS 2.1 ARCHITECTURAL CABINET FABRICATORS A. Source Limitations: Engage a qualified woodworking firm to assume undivided responsibility for production of architectural wood cabinets with sequence -matched wood veneers, wood paneling and wood doors with face veneers that are sequence matched with woodwork and transparent -finished wood doors that are required to be of same species as woodwork. See Architect's list of approved fabricators. 2.2 ARCHITECTURAL WOOD CABINETS, GENERAL A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural wood cabinets indicated for construction, finishes, installation, and other requirements. 1. Provide labels and certificates from AWI certification program indicating that woodwork, including installation, complies with requirements of grades specified. 2.3 WOOD CABINETS FOR TRANSPARENT FINISH A. Grade: Custom. B. Type of Construction: Flush overlay. C. Cabinet and Door and Drawer Front Interface Style: Flush overlay. WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 D. Wood for Exposed Surfaces: 1. Species: White Oak (Match existing in Classroom Bldg). 2. Cut: Plain sliced/plain sawn. 3. Grain Direction: As indicated. 4. Matching of Veneer Leaves: Slip match. 5. Veneer Matching within Panel Face: Balance match. E. Semiexposed Surfaces: Provide surface materials indicated below: Surfaces Other Than Drawer Bodies: Same species and cut indicated for exposed surfaces. a. Edges of Thermoset Decorative Panel Shelves: 3 mm PVC wood edge banding. 2. Drawer Subfronts, Backs, and Sides: Hardwood plywood panels with PVC or polyester edge banding. 3. Drawer Bottoms: Hardwood plywood. F. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. 1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical fasteners or glued dovetail joints. 2.4 WOOD MATERIALS A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Do not use plain -sawn softwood lumber with exposed, Flat surfaces more than 3 inches (75 mm) wide. 2. Wood Moisture Content: 5 to 10 percent. B. Composite Wood and Agrifber Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Medium -Density Fiberboard: ANSI A208.2, Grade 130, made with binder containing no urea formaldehyde. 2. Particleboard: ANSI A208.1, Grade M-2, made with binder containing no urea formaldehyde. 3. Veneer -Faced Panel Products (Hardwood Plywood): HPVA HP -1, made with adhesive containing no urea formaldehyde. 4. Thermoset Decorative Panels: Particleboard or medium -density fiberboard finished with thermally fused, melamine -impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10. C. Shelves: All shelves less than 33" wide shall be 3/4" thick. All shelves over 33" wide shall be 1" thick. 2.5 CABINET HARDWARE AND ACCESSORIES A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 087100 "Door Hardware." B. Frameless Concealed Hinges (European Type): BHMA At 56.9, B01602, 107 degrees of opening, self- closing. Manufacturer: Blum. WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 C. Wire Pulls: Back mounted, stain finish, solid metal, 5 inches (127 mm) long, 2-1/2 inches (63.5 mm) deep, and 5/16 inch (8 mm) in diameter. D. Catches: Push -in magnetic catches, BHMA A156.9, 803131. E. Adjustable Shelf Standards and Supports: BHMA A156.9, 1304071; with shelf rests, B04081. F. Shelf Rests: Recessed standard in cabinet frame with locking metal pin. G. Drawer Slides: BHMA A156.9. 1. Manufacturer: Acuride. 2. Grade 1HD-100 and Grade 1HD-200: Side mounted; full -extension type; zinc -plated -steel ball- bearing slides. 3. For drawers not more than 3 inches (75 mm) high and not more than 24 inches (600 mm) wide, provide Grade 1. 4. For drawers more than 3 inches (75 mm) high but not more than 6 inches (150 mm) high and not more than 24 inches (600 mm) wide, provide Grade 1 HD -100. 5. For drawers more than 6 inches (150 mm) high or more than 24 inches (600 mm) wide, provide Grade 1HD-200. 6. For computer keyboard shelves, provide Grade 1 HD -100. H. Aluminum Slides for Sliding Glass Doors: BHMA A156.9, B07063. I. Door Locks: BHMA A156.11, E07121. J. Drawer Locks: BHMA A156.11, E07041. K. Door and Drawer Silencers: BHMA Al 56.16, L03011. L. Tempered Float Glass for Cabinet Doors: ASTM C 1048, Kind FT, Condition A, Type I, Class 1 (clear), Quality -Q3, with exposed edges seamed before tempering, 6 mm thick unless otherwise indicated. M. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA At 56.18 for I BHMA finish number indicated. N. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA A156.9. 2.6 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post -installed anchors. Use nonferrous -metal or hot -dip galvanized anchors and inserts at inside face of exterior walls and at floors. C. Adhesives: Do not use adhesives that contain urea formaldehyde. 2.7 FABRICATION A. Sand fire -retardant -treated wood lightly to remove raised grain on exposed surfaces before fabrication. B. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Corners of Cabinets: 1/16 inch (1.5 mm) unless otherwise indicated. C. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled. Install dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting. Verify that various parts fit as intended and check measurements of assemblies against field measurements before disassembling for shipment. D. Shop -cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs. E. Install glass to comply with applicable requirements in Section 088000 "Glazing" and in GANA's "Glazing Manual." For glass in wood frames, secure glass with removable stops. 2.8 SHOP FINISHING A. General: Finish architectural wood cabinets at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation. B. Preparation for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing architectural wood cabinets, as applicable to each unit of work. 1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed surfaces of cabinets. C. Transparent Finish: 1. Grade: Custom. 2. Finish: System - 11, catalyzed polyurethane. 3. Wash Coat for Closed -Grain Woods: Apply wash -coat sealer to cabinets made from closed -grain wood before staining and finishing. 4. Staining: Match approved sample for color. 5. Open Finish for Open -Grain Woods: Do not apply filler to open -grain woods. 6. Filled Finish for Open -Grain Woods: After staining, apply wash -coat sealer and allow to dry. Apply paste wood filler and wipe off excess. Tint filler to match stained wood. 7. Sheen: Satin, 31-45 gloss units measured on 60 -degree gloss meter per ASTM D 523, PART 3 -EXECUTION 3.1 PREPARATION A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas. B. Before installing cabinets, examine shop -fabricated work for completion and complete work as required, including removal of packing and backpriming. 3.2 INSTALLATION A. Grade: Install cabinets to comply with same grade as item to be installed. WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-6 BYU-Idaho Clarke Building Improvements BID SET 1 October 20, 2016 B. Assemble cabinets and complete fabrication at Project site to the extent that it was not completed in the shop. C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork. For shop finished items use filler matching finish of items being installed. F. Cabinets: Install without distortion so doors and drawers ft openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96 -inch (3 mm in 2400 -mm) sag, bow, or other variation from a straight line. 2. Maintain veneer sequence matching of cabinets with transparent finish. 3. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches (400 mm) o.c. with No. 10 wafer -head screws sized for not less than 1 -1/2 -inch (38 -mm) penetration into wood framing, blocking, or hanging strips. G. Touch up finishing work specified in this Section after installation of woodwork. Fill nail holes with matching filler where exposed. 1. Apply specified finish coats, including stains and paste fillers if any, to exposed surfaces where only f sealer/prime coats are applied in shop. 3.3 ADJUSTING AND CLEANING A. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjustjoinery for uniform appearance. B. Clean, lubricate, and adjust hardware. C. Clean cabinets on exposed and semiexposed surfaces. Touch up shop -applied finishes to restore damaged or soiled areas. END OF SECTION 064113 WOOD -VENEER -FACED ARCHITECTURAL CABINETS 064113-7 BYU-Idaho Clarke Building Improvements SECTION 064116 - PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS PART 1 - GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Plastic -laminate -faced architectural cabinets. f 2. Wood furring, blocking, shims, and hanging strips for installing plastic -laminate -faced architectural cabinets unless concealed within other construction before cabinet installation. B. Related Requirements: 1. Section 061053 "Miscellaneous Rough Carpentry" for wood furring, blocking, shims, and hanging strips required for installing cabinets and concealed within other construction before cabinet installation. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product, including panel products, high-pressure decorative laminate, adhesive for bonding plastic laminate and cabinet hardware and accessories. B. Energy and Environmental Submittals: 1. Product Data for adhesives and composite wood products, documentation indicating that products i contain no urea formaldehyde. C. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections. 2. Show locations and sizes of cutouts and holes for electrical switches and outlets and other items installed in architectural plastic -laminate cabinets. 3. Apply AWI Quality Certification Program label to Shop Drawings. D. Samples for Initial Selection: 1. Plastic laminates. 2. PVC edge material. 3. Thermoset decorative panels. PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 - 1 BYU-Idaho Clarke Building Improvements E. Samples for Verification: BID SET I October 20, 2016 1. Plastic laminates, 8 by 10 inches (200 by 250 mm), for each type, color, pattern, and surface finish, with one sample applied to core material and specified edge material applied to one edge. 2. Wood -grain plastic laminates, 12 by 24 inches (300 by 600 mm), for each type, pattern and surface finish, with one sample applied to core material and specified edge material applied to one edge. 3. Thermoset decorative panels, 8 by 10 inches (200 by 250 mm), for each color, pattern, and surface finish, with edge banding on one edge. 4. Exposed cabinet hardware and accessories, one unit for each type and finish. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer and fabricator. B. Product Certificates: For the following: 1. Composite wood products. 2. Thermoset decorative panels. 3. High-pressure decorative laminate. 4. Glass. 5. Adhesives. C. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance. Shop is a certified participant in AWI's Quality Certification Program. B. Installer Qualifications: Fabricator of products or Certified participant in AWI's Quality Certification Program. C. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockups of typical plastic -laminate cabinets as shown on Drawings. 2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not deliver cabinets until painting and similar operations that could damage woodwork have been completed in installation areas. If cabinets must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Field Conditions" Article. 1.8 FIELD CONDITIONS A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. B. Field Measurements: Where cabinets are indicated to ft to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 - 2 BYU-Idaho Clarke Building Improvements 1.9 BID SET I October 20, 2016 Locate concealed framing, blocking, and reinforcements that support cabinets by field measurements before being enclosed, and indicate measurements on Shop Drawings. Established Dimensions: Where cabinets are indicated to fit to other construction, establish dimensions for areas where cabinets are to fit. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions. COORDINATION A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that cabinets can be supported and installed as indicated. B. Hardware Coordination: Distribute copies of approved hardware schedule specified in Section 087100 "Door Hardware" to fabricator of architectural woodwork; coordinate Shop Drawings and fabrication with hardware requirements. PART2-PRODUCTS 2.1 PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural plastic -laminate cabinets indicated for construction, finishes, installation, and other requirements. 1. Provide labels and certificates from AWI certification program indicating that woodwork, including installation, complies with requirements of grades specified. 2. The Contract Documents contain selections chosen from options in the quality standard and additional requirements beyond those of the quality standard. Comply with those selections and requirements in addition to the quality standard. B. Grade: Custom. C. Type of Construction: Flush overlay. D. Cabinet, Door, and Drawer Front Interface Style: Flush overlay. E. High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by woodwork quality standard. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Formica Corporation. b. Wilsonart International; Div. of Premark International, Inc. F. Laminate Cladding for Exposed Surfaces: 1. Horizontal Surfaces: Grade HGS. 2. Postformed Surfaces: Grade HGP. 3. Vertical Surfaces: Grade HGP. 4. Edges: Grade VGS. 5. Pattern Direction: Vertically for drawer fronts, doors, and fixed panels. G. Materials for Semiexposed Surfaces: Surfaces Other Than Drawer Bodies: Grade VGS. High-pressure decorative laminate, NEMA LD 3, PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 - 3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 a. Edges of Plastic -Laminate Shelves: 3 mm PVC T -mold matching laminate in color, pattern, and finish. b. Edges of Thermoset Decorative Panel Shelves: PVC or polyester edge banding. C. For semiexposed backs of panels with exposed plastic -laminate surfaces, provide surface of high-pressure decorative laminate, NEMA LD 3, Grade VGS. 2. Drawer Sides and Backs: Hardwood plywood panels with PVC or polyester edge banding. 3. Drawer Bottoms: Hardwood plywood. H. Concealed Backs of Panels with Exposed Plastic -Laminate Surfaces: High-pressure decorative laminate, NEMA LD 3, Grade BKL. I. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. 1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical fasteners or glued dovetail joints. J. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirement: See Architect's Finish Legend. 2.2 WOOD MATERIALS A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. Wood Moisture Content: 5 to 10 percent. B. Composite Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Medium -Density Fiberboard: ANSI A208.2, Grade 130, made with binder containing no urea formaldehyde. 2. Particleboard: ANSI A208.1, Grade M-2, made with binder containing no urea formaldehyde. 3. Softwood Plywood: DOC PS 1, medium -density overlay. 4. Veneer -Faced Panel Products (Hardwood Plywood): HPVA HP -1, made with adhesive containing no urea formaldehyde. 5. Thermoset Decorative Panels: Particleboard or medium -density fiberboard finished with thermally fused, melamine -impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10. C. Shelves: All shelves less than 33" wide shall be 3/4" thick. All shelves over 33" wide shall be 1" thick. 2.3 CABINET HARDWARE AND ACCESSORIES A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 087100 "Door Hardware." B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 170 degrees of opening, self- closing. C. Wire Pulls: Back mounted, solid metal 5 inches (127 mm) long, 2-1/2 inches (63.5 mm) deep, and 5/16 inch (8 mm) in diameter. PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 -4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 D. Catches: Push -in magnetic catches, BHMA A156.9, B03131. E. Adjustable Shelf Standards and Supports: BHMA A156.9, 804071; with shelf rests, B04081. F. Shelf Rests: BHMA A156.9, B04013; metal, two -pin type with shelf hold -clown clip. G. Drawer Slides: BHMA A156.9. 1. Manufacturer: Acuride. 2. Grade 1HD-100 and Grade 1HD-200: Side mounted; full -extension type; zinc -plated -steel ball- bearing slides. 3. For drawers not more than 3 inches (75 mm) high and not more than 24 inches (600 mm) wide, provide Grade 1. 4. For drawers more than 3 inches (75 mm) high but not more than 6 inches (150 mm) high and not more than 24 inches (600 mm) wide, provide Grade 1 HD -100. 5. For drawers more than 6 inches (150 mm) high or more than 24 inches (600 mm) wide, provide Grade 1HD-200. 6. For computer keyboard shelves, provide Grade 1HD-100. H. Aluminum Slides for Sliding Glass Doors: BHMA A156.9. B07063. I. Door Locks: Allegion CL Series with interchangeable core J. Drawer Locks: Allegion CL Series with interchangeable core. K. Door and Drawer Silencers: BHMA A156.16, L03011. L. Float Glass for Cabinet Doors: ASTM C 1036, Type I, Class 1 (clear), Quality -Q3, 6.0 mm thick. M. Tempered Float Glass for Cabinet Doors: ASTM C 1048, Kind FT, Condition A, Type I, Class 1 (clear), with exposed edges seamed before tempering, 6 mm thick unless otherwise indicated. N. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated. 1. See Architect's Finish Legend. O. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA At 56.9. 2.4 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post -installed anchors. Use nonferrous -metal or hot -dip galvanized anchors and inserts at inside face of exterior walls and at floors. C. Adhesives: Do not use adhesives that contain urea formaldehyde. D. Adhesive for Bonding Plastic Laminate: Unpigmented contact cement. Adhesive for Bonding Edges: Hot -melt adhesive or adhesive specified above for faces. PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 - 5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2.5 FABRICATION A. Fabricate cabinets to dimensions, profiles, and details indicated. B. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 1. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled. Install dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting. Verify that various parts ft as intended and check measurements of assemblies against field measurements before disassembling for shipment. C. Shop -cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs. D. Install glass to comply with applicable requirements in Section 088000 "Glazing" and in GANA's "Glazing Manual." For glass in wood frames, secure glass with removable stops. PART 3 - EXECUTION 3.1 PREPARATION A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas. B. Before installing cabinets, examine shop -fabricated work for completion and complete work as required. 3.2 INSTALLATION A. Grade: Install cabinets to comply with same grade as item to be installed. B. Assemble cabinets and complete fabrication at Project site to the extent that it was not completed in the shop. C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled Flush with woodwork. Use filler matching finish of items being installed. F. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96 -inch (3 mm in 2400 -mm) sag, bow, or other variation from a straight line. 2. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches (400 mm) o.c. with No. 10 wafer -head screws sized for not less than 1 -1/2 -inch (38 -mm) penetration into wood framing, blocking, or hanging strips. PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 - 6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 G. Provide two keyways, one set comprising rooms 107, 107A, and one set for all remaining spaces. 3.3 ADJUSTING AND CLEANING A. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjustjoinery for uniform appearance. B. Clean, lubricate, and adjust hardware. C. Clean cabinets on exposed and semiexposed surfaces. END OF SECTION 064116 PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS '064116 - 7 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 SECTION - 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 -GENERAL 1.1 RELATED DOCUMENTS - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes hollow -metal work. B. Related Requirements: 1. Section 087100 "Door Hardware" for door hardware for hollow -metal doors. _ 1.3 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8. 1.4 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. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product. i I 1.6 DELIVERY, STORAGE, AND HANDLING t A. Deliver hollow -metal work palletized, packaged, or crated to provide protection during transit and Project - site storage. Do not use non -vented plastic. 1. Provide additional protection to prevent damage to factory -finished units. i B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs j and mullions. I C. Store hollow -metal work 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,: !I 1. Ceco Door; ASSA ABLOY. HOLLOW METAL DOORS AND 081113-1 FRAMES BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2. Curries Company; ASSA ABLOY. 3. Steelcraft; an Ingersoll-Rand brand. B. Source Limitations: Obtain hollow -metal work from single source from single manufacturer. 2.2 REGULATORY REQUIREMENTS A. Fire -Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire -protection ratings[ and temperature -rise limits] indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 2.3 INTERIOR DOORS AND FRAMES A. Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B. Heavy -Duty Doors and Frames: SDI A250.8, Level 2.. 1. Physical Performance: Level B according to SDI A250.4. 2. Doors: Type: As indicated in the Door and Frame Schedule. a. Thickness: 1-3/4 inches. b. Face: Uncoated, cold -rolled steel sheet, minimum thickness of 0.032 inch (0.8 mm). C. Edge Construction: Model 2, Seamless. d. Core: Manufacturer's standard kraft -paper honeycomb, polystyrene, polyurethane, polyisocyanurate, mineral -board, or vertical steel -stiffener core at manufacturer's discretion. 3. Frames: a. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch . b. Construction: Full profile welded. 4. Exposed Finish: Prime. 2.4 FRAME ANCHORS A. Jamb Anchors: 1. Stud -Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick. - -- 2.5 MATERIALS A. Cold -Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed — — applications. B. Hot -Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. C. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot -dip galvanized according to ASTM A 153/A 153M, Class B. D. Inserts, Bolts, and Fasteners: Hot -dip galvanized according to ASTM A 153/A 153M. HOLLOW METAL DOORS AND 081113-2 FRAMES BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 E. 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. F. Grout: ASTM C 476, except with a maximum slump of 4 inches , as measured according to ASTM C 143/C 143M. G. Mineral -Fiber Insulation: ASTM C 665, Type.I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum Flame -spread and smoke -developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. H. Bituminous Coating: Cold -applied asphalt mastic, compounded for 15 -mil dry film thickness per coat. Provide inert -type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. 2.6 FABRICATION A. Fabricate hollow -metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, ft and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Hollow -Metal Doors: 1. Fire Door Cores: As required to provide fire -protection ratings indicated. C. Hollow -Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Provide countersunk, Flat- or oval -head exposed screws and bolts for exposed fasteners unless otherwise indicated. 2. Jamb Anchors: Provide number and spacing of anchors as follows: a. Stud -Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. -- - --- Space anchors not more than 32 inches o.c. and as follows: 1) Three anchors per jamb up to 60 inches high. 2) Four anchors per jamb from 60 to 90 inches high. 3) Five anchors per jamb from 90 to 96 inches high. 4) Five anchors per jamb plus one additional anchor per jamb for each 24 inches or fraction thereof above 96 inches high. D. Fabricate concealed stiffeners and edge channels from either cold- or hot -rolled steel sheet. E. Hardware Preparation: Factory prepare hollow -metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. Reinforce doors and frames to receive non-templated, mortised, and surface -mounted door hardware. 2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow - metal work for hardware. HOLLOW METAL DOORS AND 081113-3 FRAMES BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 F. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with butted or mitered hairline joints. 1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow -metal work. 2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently. 3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. 4. Provide loose stops and moldings on inside of hollow -metal work. 5. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated. 2.7 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 SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field -applied coatings despite prolonged exposure. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Examine roughing -in for embedded and built-in anchors to verify actual locations before frame installation. C. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 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. B. Drill and tap doors and frames to receive non-templated, mortised, and surface -mounted door hardware. 3.3 INSTALLATION A. General: Install hollow -metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with Drawings and manufacturer's written instructions. B. Hollow -Metal Frames: Install hollow -metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. HOLLOW METAL DOORS AND 081113-4 FRAMES BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 a. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, Flush, and invisible on exposed faces. b. Remove temporary braces necessary for installation only after frames have been properly set and secured. C. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. d. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents. 2. Metal -Stud Partitions: Solidly pack mineral -fiber insulation inside frames. 3. Installation Tolerances: Adjust hollow -metal door frames for squareness, alignment, twist, and plumb 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: Fire -Rated Doors: Install doors with clearances according to NFPA 80. 3.4 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow -metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow -metal work immediately after installation. C. Prime -Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air -drying, rust -inhibitive primer. END OF SECTION 081113 HOLLOW METAL DOORS AND 081113-5 FRAMES Utah State University Research Foundation Utah State University SECTION - 081416 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS CONFORMED SET I June 2, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Solid -core doors with wood -veneer faces. 2. Factory finishing flush wood doors. 3. Factory fitting flush wood doors to frames and factory machining for hardware. B. Related Requirements: 1. Section 088000 "Glazing" for glass view panels in flush wood doors. 1.3 ACTION SUBMITTALS A. Product Data: For each type of door. Include details of core and edge construction and trim for openings. Include factory -finishing specifications. B. Samples for Verification: 1. Factory finishes applied to actual door face materials, approximately 8 by 10 inches , for each material and finish. For each wood species and transparent finish, provide set of three Samples showing typical range of color and grain to be expected in finished Work. 2. Corner sections of doors, approximately 8 by 10 inches , with door faces and edges representing actual materials to be used. a. Provide Samples for each species of veneer and solid lumber required. b. Finish veneer -faced door Samples with same materials proposed for factory -finished doors. 3. Frames for light openings, 6 inches long, for each material, type, and finish required. C. Sustainability Submittals: 1. Product For products and materials required to comply with requirements for regionally manufactured and regionally extracted and manufactured materials. Include statement indicating cost for each regionally manufactured material. a. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material. b. Include statement indicating location of manufacturer and point of extraction, harvest, or recovery for each raw material used in regionally extracted and manufactured materials. Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted. FLUSH WOOD DOORS Section 081416 - Page 1 Utah State University Research Foundation CONFORMED SET I June 2, 2016 Utah State University 2. Certificates for Credit MR 7: Chain -of -custody certificates indicating that flush wood doors comply with forest certification requirements. Include documentation that manufacturer is certified for chain of custody by an FSC -accredited certification body. 3. Product Data: For adhesives and composite wood products, documentation indicating that product contains no urea formaldehyde. 1.4 INFORMATIONAL SUBMITTALS j i A. Sample Warranty: For special warranty. 1.5 QUALITY ASSURANCE I A. Manufacturer Qualifications: A qualified manufacturer that is a certified participant in AWI's Quality Certification Program. B. Vendor Qualifications: A vendor that is certified for chain of custody by an FSC -accredited certification body. 1.6 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of referenced standard and manufacturer's written instructions. B. Package doors individually in cardboard cartons and wrap bundles of doors in plastic sheeting. j C. Mark each door on top and bottom rail with opening number used on Shop Drawings. 1.7 FIELD CONDITIONS f A. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining ambient temperature I and humidity conditions at occupancy levels during remainder of construction period. B. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 25 and 55 percent during remainder of construction period. 1.8 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace doors that fail in materials or workmanship - - -- within specified warranty period. Failures include, but are not limited to, the following: a. Warping (bow, cup, or twist) more than 1/4 inch in a 42 -by -84 -inch section. b. Telegraphing of core construction in face veneers exceeding 0.01 inch in a 3 -inch span. 2. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors. 3. Warranty Period for Solid -Core Exterior Doors: Five years from date of Substantial Completion. 4. Warranty Period for Solid -Core Interior Doors: Life of installation. 5. Warranty Period for Hollow -Core Interior Doors: Two year(s) from date of Substantial Completion. FLUSH WOOD DOORS Section 081416 - Page 2 Utah State University Research Foundation Utah State University PART2-PRODUCTS 2.1 MANUFACTURERS CONFORMED SET I June 2, 2016 A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Graham Wood Doors; ASSA ABLOY Group company. 2. Marshfield DoorSystems, Inc;Wood Veneered Doors. 3. VT Industries Inc. 2.2 FLUSH WOOD DOORS, GENERAL A. Quality Standard: In addition to requirements specified, comply with AWI's, AWMAC's, and WI's "Architectural Woodwork Standards." 1. Provide AWI Quality Certification Labels indicating that doors comply with requirements of grades specified. B. Fire -Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire -protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 1. Oversize Fire -Rated Door Assemblies: For units exceeding sizes of tested assemblies, provide I certification by a qualified testing agency that doors comply with standard construction requirements for tested and labeled fire -rated door assemblies except for size. 2. Cores: Provide core specified or mineral core as needed to provide fire -protection rating indicated. 3. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile. Comply with specified requirements for exposed edges. 4. Pairs: Provide fire -retardant stiles that are listed and labeled for applications indicated without formed -steel edges and astragals. Provide stiles with concealed intumescent seals. Comply with specified requirements for exposed edges. 5. Pairs: Provide formed -steel edges and astragals with intumescent seals. a. Finish steel edges and astragals with baked enamel same color as doors. b. Finish steel edges and astragals to match door hardware (locksets or exit devices). C. Particleboard -Core Doors: Particleboard: ANSI A208.1. Grade LD -2. 2. Blocking: Provide wood blocking in particleboard -core doors as follows: a. 5 -inch top -rail blocking, in doors indicated to have closers. b. 5 -inch bottom -rail blocking, in exterior doors and doors indicated to have kick, mop, or armor plates. C. 5 -inch midrail blocking, in doors indicated to have exit devices. 3. Provide doors with glued -wood -stave or structural -composite -lumber cores instead of particleboard cores for doors indicated to receive exit devices. FLUSH WOOD DOORS Section 081416 - Page 3 Utah State University Research Foundation CONFORMED SET I June 2, 2016 Utah State University c D. Mineral-Core Doors: 1 i 1. Core: Noncombustible mineral product complying with requirements of referenced quality standard and testing and inspecting agency for fire-protection rating indicated. 2. Blocking: Provide composite blocking with improved screw-holding capability approved for use in doors of fire-protection ratings indicated as follows: a. 5-inch top-rail blocking. b. 5-inch bottom-rail blocking,protection plates. in indicated to have i C. 5-inch midrail blocking, in doors indicated to have armor plates. d. 5-inch midrail blocking, in doors indicated to have exit devices. 3. Edge Construction: At hinge stiles, provide laminated-edge construction with improved screw- holding capability and split resistance. Comply with specified requirements for exposed edges. a. Screw-Holding Capability: 5501bf per WDMA T.M.-10. i 2.3 VENEER-FACED DOORS FOR TRANSPARENT FINISH A. Interior Solid-Core Doors: j 0 1. Grade: Premium, with Grade A faces. I! 2. Species: Oak. 3. Cut: Match Existing.. 4. Match between Veneer Leaves: Slip match. r 5. Assembly of Veneer Leaves on Door Faces: Running match. i f 6. Pair and Set Match: Provide for doors hung in same opening or separated only by mullions. I I i 7. Exposed Vertical: Same species as faces - edge Type A. B. Core: Particleboard. 9. Construction: Five or seven plies. Stiles and rails are bonded to core, then entire unit is abrasive planed before veneering. Faces are bonded to core using a hot press. 10. Construction: Seven plies, either bonded or nonbonded construction. 2.4 FABRICATION A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated. 1. Comply with NFPA 80 requirements for fire-rated doors. B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI- WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, BHMA-156.115-W, and hardware templates. FLUSH WOOD DOORS Section 081416 - Page 4 Utah State University Research Foundation CONFORMED SET I June 2, 2016 Utah State University 1. Coordinate with hardware mortises in metal frames to verify dimensions and alignment before factory machining. 2. Metal Astragals: Factory machine astragals and formed -steel edges for hardware for pairs of fire - rated doors. C. Transom and Side Panels: Fabricate matching panels with same construction, exposed surfaces, and finish as specified for associated doors. Finish bottom edges of transoms and top edges of rabbeted doors same as door stiles. 1. Fabricate door and transom panels with full -width, solid -lumber meeting rails. Provide factory - installed spring bolts for concealed attachment into jambs of metal door frames. i 2.5 FACTORY FINISHING A. General: Comply with referenced quality standard for factory finishing. Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing. 1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be omitted on top and bottom edges, edges of cutouts, and mortises. B. Factory finish doors. C. Factory finish doors that are indicated to receive transparent finish. D. Factory finish doors where indicated in schedules or on Drawings as factory finished. E. Use only paints and coatings that comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." F. Transparent Finish: 1. Grade: Premium. 2. Finish: , WDMA TR -6 catalyzed polyurethane,. 3. Staining: Match Existing. 4. Sheen: Semigloss. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and installed door frames, with Installer present, before hanging doors. 1. Verify that installed frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Section 087100 "Door Hardware. FLUSH WOOD DOORS Section 081416 - Page 5 Utah State University Research Foundation CONFORMED SET I June 2, 2016 Utah State University B. Installation Instructions: Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated. 1. Install fire -rated doors according to NFPA 80. C. Factory -Fitted Doors: Align in frames for uniform clearance at each edge. r D. Factory -Finished Doors: Restore finish before installation if fitting or machining is required at Project site. I 3.3 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may be repaired or refinished if Work complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 081416 FLUSH WOOD DOORS Section 081416 - Page 6 BYU-Idaho Clarke Building Improvements SECTION - 081416 - FLUSH WOOD DOORS PART 1 - GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 M 1.3 A. B. 1.4 A. 1.5 A. 1.6 A. B. C. 1.7 A. B. SUMMARY Section Includes: 1. Solid -core doors with wood -veneer faces. 2. Factory finishing flush wood doors. 3. Factory fitting Flush wood doors to frames and factory machining for hardware. ACTION SUBMITTALS Product Data: For each type of door. Include details of core and edge construction and trim for openings. Include factory -finishing specifications. Samples for Initial Selection: For factory -finished doors. INFORMATIONAL SUBMITTALS Sample Warranty: For special warranty. QUALITY ASSURANCE Vendor Qualifications: A vendor that is certified for chain of custody by an FSC -accredited certification body. DELIVERY, STORAGE, AND HANDLING Comply with requirements of referenced standard and manufacturer's written instructions. Package doors individually in cardboard cartons and wrap bundles of doors in plastic sheeting. Mark each door on top and bottom rail with opening number used on Shop Drawings. FIELD CONDITIONS Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during remainder of construction period. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 25 and 55 percent during remainder of construction period. FLUSH WOOD DOORS 081416-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1.8 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace doors that fail in materials or workmanship within specified warranty period. i 1. Failures include, but are not limited to, the following: a. Warping (bow, cup, or twist) more than 1/4 inch in a 42 -by -84 -inch section. b. Telegraphing of core construction in face veneers exceeding 0.01 inch in a 3 -inch span. f i 2. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors. 3. Warranty Period for Solid -Core Exterior Doors: Five years from date of Substantial Completion. 4. Warranty Period for Solid -Core Interior Doors: Life of installation. 5. Warranty Period for Hollow -Core Interior Doors: Two year(s) from date of Substantial Completion. PART 2 -PRODUCTS 2.1 MANUFACTURERS I A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: i 1. Graham Wood Doors; ASSA ABLOY Group company. 2. Marshfield DoorSystems, Inc;. 3. VT Industries Inc. B. Source Limitations: Obtain flush wood doors from single manufacturer. i 2.2 FLUSH WOOD DOORS, GENERAL A. Quality Standard: In addition to requirements specified, comply with AWI's, AWMAC's, and WI's "Architectural Woodwork Standards." 1. Contract Documents contain selections chosen from options in quality standard and additional requirements beyond those of quality standard. Comply with those selections and requirements in addition to quality standard. B. Structural -Composite -Lumber -Core Doors: f 1. Structural Composite Lumber: WDMA I.S.10. a. Screw Withdrawal, Face: 700 Ibf . b. Screw Withdrawal, Edge: 400 Ibf . i 2.3 VENEER -FACED DOORS FOR TRANSPARENT FINISH A. Interior Solid -Core Doors: 1. Grade: Premium, with Grade AA faces. 2. Species: White Oak. (Match to existing doors).', FLUSH WOOD DOORS 081416-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3. Cut: Plain sliced (Flat sliced). 4. Match between Veneer Leaves: Slip match. 5. Assembly of Veneer Leaves on Door Faces: Balance match. 6. Pair and Set Match: Provide for doors hung in same opening or separated only by mullions. 7. Room Match: Match door faces within each separate room or area of building. Corridor -door faces do not need to match where they are separated by 10 feet or more. 8. Room Match: Provide door faces of compatible color and grain within each separate room or area of building. 9. Blueprint Match: Where indicated, provide doors with faces produced from same Flitches as adjacent wood paneling and arranged to provide blueprint match with wood paneling. Comply with requirements in Section 064216 "Flush Wood Paneling." 10. Exposed Vertical and Top Edges: Same species as faces or a compatible species - edge Type A. 11. Core: Structural composite lumber. 12. Construction: Five or seven plies. Stiles and rails are bonded to core, then entire unit is abrasive planed before veneering. Faces are bonded to core using a hot press. 13. Construction: Seven plies, either bonded or nonbonded construction. 2.4 FABRICATION A. Transom and Side Panels: Fabricate matching panels with same construction, exposed surfaces, and finish as specified for associated doors. Finish bottom edges of transoms and top edges of rabbeted doors same as door stiles. Fabricate door and transom panels with full -width, solid -lumber, rabbeted, meeting rails. Provide factory -installed spring bolts for concealed attachment into jambs of metal door frames. 2.5 FACTORY FINISHING A. General: Comply with referenced quality standard for factory finishing. Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing. 1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be omitted on top and bottom edges, edges of cutouts, and mortises. B. Factory finish doors. C. Factory finish doors that are indicated to receive transparent finish. D. Factory finish doors where indicated in schedules or on Drawings as factory finished. E. Use only paints and coatings that comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." F. Transparent Finish: Grade: Premium. FLUSH WOOD DOORS 081416-3 BYU-Idaho Clarke Building Improvements 2. Finish: Match to existing doors. 3. Sheen: Match to existing doors. PART 3 - EXECUTION 3.1 EXAMINATION BID SET I October 20, 2016 A. Examine doors and installed door frames, with Installer present, before hanging doors. 1. Verify that installed frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Section 087100 "Door Hardware." B. Installation Instructions: Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated. C. Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire -rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 1. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide 1/8 inch from bottom of door to top of decorative Floor finish or covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4 inch from bottom of door to top of threshold unless otherwise indicated. 2. Bevel non -fire -rated doors 1/8 inch in inches at lock and hinge edges. !f D. Factory -Finished Doors: Restore finish before installation if fitting or machining is required at Project site. 3.3 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may be repaired or refinished if Work complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 081416 FLUSH WOOD DOORS 081416-4 BYU-Idaho Clarke Building Improvements SECTION 087100 - DOOR HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: Commercial door hardware for the following: a. Swinging doors. b. Other doors to the extent indicated. 2. Cylinders for doors specified in other Sections. 3. Electrified door hardware. B. Related Sections include the following: 1. Division 08 Section "Hollow Metal Doors and Frames" 2. Division 08 Section "Flush Wood Doors" 3. Division 08 Section "Sectional Door" for door hardware. 4. Division 26 Sections for connections to electrical power system and for low -voltage wiring work. 5. Division 28 Section "Access Control' for access control devices installed at door openings and provided as part of a security access system. 6. Division 28 Section 'Intrusion Detection" for detection devices installed at door openings and provided as part of an intrusion detection system. 7. Division 28 Section "Fire Detection and Alarm" for connections to building fire alarm system. C. Products furnished, but not installed, under this Section include the following. Coordinating, purchasing, delivering, and scheduling remain requirements of this Section. l 1.3 SUBMITTALS A. Product Data: Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Shop Drawings: Details of electrified door hardware, indicating the following: Wiring Diagrams: Power, signal, and control wiring. Include the following: a. System schematic. b. Point-to-point wiring diagram. C. Riser diagram. d. Elevation of each door. 2. Detail interface between electrified door hardware and fire alarm, access control, security, building control system. 3. Operation Narrative: Describe the operation of doors controlled by electrified door hardware. DOOR HARDWARE 087100-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 C. Samples for Verification: For exposed door hardware of each type, in specified finish, full size. Tag with full description for coordination with the door hardware sets. Submit Samples before, or concurrent with, submission of the final door hardware sets, if requested. Samples will be returned to Contractor. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, be incorporated into the Work, within limitations of keying requirements. D. Qualification Data: For Installer. E. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for locks, latches, and closers as requested. F. Maintenance Data: For each type of door hardware to include in maintenance manuals. Include final hardware and keying schedule. G. Warranty: Special warranty specified in this Section. H. Door Hardware Sets: Prepared by or under the supervision of Architectural Hardware Consultant, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final door hardware sets with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Use same scheduling sequence and format and use same door numbers as in the Contract Documents. 2. Content: Include the following information: a. Identification number, location, hand, fire rating, and material of each door and frame. b. Type, style, function, size, quantity, and finish of each door hardware item. C. Complete designations of every item required for each door or opening including name and manufacturer. d. Fastenings and other pertinent information. e. Location of each door hardware set, cross-referenced to Drawings, both on Floor plans and in door and frame schedule. f. Explanation of abbreviations, symbols, and codes contained in schedule. g. Mounting locations for door hardware. h. Door and frame sizes and materials. I. Description of each electrified door hardware function, including location, sequence of operation, and interface with other building control systems. 1) Sequence of Operation: Include description of component functions that occur in the following situations: authorized person wants to enter; authorized person wants to exit; unauthorized person wants to enter; unauthorized person wants to exit. List of related door devices specified in other Sections for each door and frame. 3. Submittal Sequence: Submit the final door hardware sets at earliest possible date, particularly where approval of the door hardware sets must precede fabrication of other work that is critical in Project construction schedule. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the door hardware sets. Keying Schedule: Prepared by or under the supervision of Architectural Hardware Consultant, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by lock manufacturer. DOOR HARDWARE 087100-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Installer's responsibilities include supplying and installing door hardware and providing a qualified Architectural Hardware Consultant available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 2. Installer shall have warehousing facilities in Project's vicinity. 3. Scheduling Responsibility: Preparation of door hardware and keying schedules. 4. Engineering Responsibility: Preparation of data for electrified door hardware, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. B. Architectural Hardware Consultant Qualifications: A person who is currently certified by DHI as an Architectural Hardware Consultant and who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. C. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. Provide electrified door hardware from same manufacturer as mechanical door hardware, unless otherwise indicated. Manufacturers that perform electrical modifications and that are listed by a testing and inspecting agency acceptable to authorities having jurisdiction are acceptable. t D. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. E. Keying Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." In addition to Owner, Construction Manager, Contractor, and Architect, conference participants shall also include Installer's Architectural Hardware Consultant and Owner's Security Consultant. Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including, but not limited to, the following: 1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2. Preliminary key system schematic diagram. 3. Requirements for key control system. 4. Address for delivery of keys. Pre -installation Conference: Conduct conference at Project site to comply with requirements in Division 01 I Section "Project Management and Coordination." 1.5 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site. i — B. Tag each item or package separately with identification related to the final door hardware sets, and include basic installation instructions, templates, and necessary fasteners with each item or package. C. Deliver keys to Owner's Representative by registered mail or overnight package service. 1.6 COORDINATION A. Coordinate layout and installation of recessed hardware with floor construction. Cast anchoring inserts into concrete. Concrete, reinforcement, and formwork requirements are specified in Division 03. B. Templates: Distribute door hardware templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. DOOR HARDWARE 087100-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 C. Electrical System Roughing -in: Coordinate layout and installation of electrified door hardware with connections to power supplies, fire alarm system and detection devices, access control system, security system, and building control system. D. Existing Openings: Where new hardware components are scheduled for application to existing construction or where modifications to existing door hardware are required, field verity existing conditions and coordinate installation of door hardware to suit opening conditions and to provide for proper operation. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: a. Structural failures including excessive deflection, cracking, or breakage. b. Faulty operation of operators and door hardware. C. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use. 2. Warranty Period: Three (3) years from date of Substantial Completion, except as follows: a. Exit Devices: Two (2) years from date of Substantial Completion. b. Manual Closers: Thirty (30) years from date of Substantial Completion. 1.8 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. B. Maintenance Service: Beginning at Substantial Completion, provide six (6) months' full maintenance by skilled employees of door hardware Installer. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door hardware operation. Provide parts and supplies same as those used in the manufacture and installation of original products. 1.9 EXTRA MATERIALS A. Furnish full-size units of door hardware described below, before installation begins, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Door Hardware: a. 2 ea. SCH ND53RD X 626. b. 2 ea. LCN 4041XP HEDA 689. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: DOOR HARDWARE 087100-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Products: a. Finish: Shall be US26D, unless otherwise noted. b. Manufacture Standard: 1) Butts: Ives, Basis of Design 2) Locksets: Schlage, Owner's standard, No substitute 3) Access Control Locksets: Schlage Electronics Owner's standard, No substitute 4) Closers: LCN, Owner's standard, No substitute 5) Trim: Ives, Basis of Design 6) Weatherstrip: Zero, Basis of Design 2.2 SCHEDULED HARDWARE A. Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of finish hardware are indicated in the "Hardware Schedule" at the end of this Section. Products are identified by using hardware designation numbers of the following: Manufacturer's Product Designations: The product designation and name of one manufacturer are listed for each hardware type required for the purpose of establishing minimum requirements. Provide either the product designated or, where more than one manufacturer is specified under the Article "Manufacturers" in Part 2 for each hardware type, the comparable product of one of the other manufacturers that complies with requirements. 2. ANSI/BHMA designations used elsewhere in this Section or in schedules to describe hardware items or to define quality or function are derived from the following standards. Provide products complying with these standards and requirements specified elsewhere in this Section. a. Butts and Hinges: ANSI A156.1. b. Bored and Preassembled Locks and Latches: ANSI/BHMA A156.2. C. Door Controls - Closers: ANSI A156.4. d. Architectural Door Trim: ANSI At 56.6. e. Template Hinge Dimensions: ANSI A156.7. f. Door Controls -Overhead Holders: ANSI A156.8. g. Auxiliary Hardware: ANSI A156.16. h. Materials and Finishes: ANSI All 56.18. 2.3 MATERIALS AND FABRICATION A. Base Metals: Produce hardware units of basic metal and forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness, but in no case of lesser (commercially recognized) quality than specified for applicable hardware units by applicable ANSI/BHMA At 56 series I standards for each type of hardware item and with ANSI/BHMA A156.18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise specified. B. Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware that has been prepared for self -tapping sheet metal screws, except as specifically indicated. C. Furnish screws for installation with each hardware item. Provide Phillips flat -head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finish or, if exposed in surfaces of other work, to match finish of this other work as closely as possible including "prepared for paint" surfaces to receive painted finish. D. Provide concealed fasteners for hardware units that are exposed when door is closed except to the extent no standard units of type specified are available with concealed fasteners. Do not use thru-bolts for installation where bolt head or nut on opposite face is exposed in other work unless their use is the only means of reinforcing the work adequately to fasten the hardware securely. Where thru-bolts are used as a means of reinforcing the work, provide sleeves for each thru-bolt or use sex screw fasteners. DOOR HARDWARE 087100-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2.4 HINGES, GENERAL A. Quantity: Provide the following, unless otherwise indicated: 1. Two Hinges: For doors with heights up to 60 inches. 2. Three Hinges: For doors with heights 61 to 90 inches. B. Template Requirements: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template -produced units. C. Hinge Weight: As indicated in hardware sets. D. Hinge Base Metal: Unless otherwise indicated, provide the following: 1. Exterior Hinges: Stainless steel with stainless-steel pin. 2. Interior Hinges: Steel with steel pin. 3. Hinges for Fire -Rated Assemblies: Steel with steel pin. E. Hinge Options: Where indicated in door hardware sets or on Drawings: 1. Safety Stud: Designed for stud in one leaf to engage hole in opposing leaf. 2. Nonremovable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for outswinging doors. 3. Corners: Square. F. Fasteners: Comply with the following: 1. Machine Screws: For metal doors and frames. Install into drilled and tapped holes. 2. Wood Screws: For wood doors and frames. 3. Threaded -to -the -Head Wood Screws: For fire -rated wood doors. 2.5 LOCKS, LATCHES, AND BOLTS f 1 A. Strikes: Provide manufacturer's standard wrought box strike for each latch or lock bolt, with curved lip i extended to protect frame, finished to match hardware set, unless otherwise indicated. 1 I B. Lock Throw: Provide 5/8 -inch (16 -mm) minimum throw of latch on pairs of doors. Comply with UL requirements for throw of bolts and latch bolts on rated fire openings. C. Flush Bolt Heads: Minimum of 1/2 -inch- (13 -mm-) diameter rods of brass, bronze, or stainless steel with t minimum 12 -inch- (300 -mm-) long rod for doors up to 84 inches (2100 mm) in height. Provide longer rods i as necessary for doors exceeding 84 inches (2100 mm) in height. i D. Cylindrical Locks - ANSI A156.2 Series 4000, Grade 1 Strength and Operational requirements. Meets At 17.1 Accessibility Codes. Latch bolts shall be steel with minimum ''/d' throw, deadlocking on keyed and exterior functions. 'W throw anti -friction latchbolt on pairs of fire doors. Locksets to be tested to exceed 3,000,000 cycles. Lock case shall be steel. Lock shall incorporate one piece spring cage and spindle. Provide 5/8" minimum throw of latch and deadbolt used on pairs of doors. Large format interchangeable core. Provide Seven Year Warranty. 2.6 ACCESS CONTRL LOCKSETS A. Hardwired and Wireless Electronic Locksets Bored type locksets to be non -handed, heavy-duty cylindrical type, with 2 3/4" backset, as specified, with '/. inch throw latchbolt with % inch throw available. Chassis to accommodate standard 161 cylindrical lock prep for 1 3/4" doors standard; with 1 3/8" to 2 3/4" thick doors in 1/8" increments. Backset to be 2 3/4" standard, with 2 3/8", 3 %` and 5" backset optional. DOOR HARDWARE 087100-6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2. Lockset to meet or exceed ANSI Standard A156.25 and A156.2 Series 4000, Grade 1 strength and operational requirements. 3. Lockset listed to UL294. 4. Lockset to meet or exceed ANSI/BHMA A156.25 Grade 1 Operation and Security Requirement. 5. Trim shall meet or exceed ANSI Standard A156.25 and A156.2, Grade 1 strength and operational requirements. UL294*, UL10C, Fcc Part 15, ADA, RoHS. 6. Lockset certified to UL10C, FCC Part15, Florida Building Code Standards TAS 201 large missile impact, TAS 202 and TAS 203. Lockset shall be compliant with ICC / ANSI A117.1, NFPA 101, NFPA 80, and Industry Canada RSS-210. 7. Exterior lever to be designed with ability to rotate freely while door remains securely locked, preventing damage to internal lock components from vandalism by excessive force. 8. Lever trim to be non -handed, and to operate independently of non-locking levers for extended life cycles. 9. 5,000 users and audits with less than 1 second credential verification time. 10. Tri -colored LED's and audible indicators that are field configurable. 11. Exterior operating temperature range -31 degrees to 151 degrees. Interior operating temperature range 32 degrees to 120 degrees. 12. Standard features to include: Lock/unlock status. Request to Exit switch, Mechanical Key Overide, Battery Status. Optional features to include: Deadbolt position, Request to Enter, Interior Cover Tamper Guard. 13. Panel Interface Board (PIB) communication range up to 4000 feet with wiegand or clock and data up to 500 feet; PIB to Access Control Panel (ACP). 12VDC or 24VDC up to 250mA. 22AWG, 8 conductor shielded Alpha 1298C or equivalent. Meets NEMA 1, 4, 4X, 6. 14. Furnish locks with following functions which will be field configurable without taking the lock off the door: a. Classroom / Storeroom 70. b. Apartment 60. C. Office 50. d. Privacy 40. 15. Lever style: Rhodes 16. Lock will have the ability to utilize emergency mechanical key override with multiple manufacturer's key systems in the lever. 2.7 KEYING REQUIREMENTS A. General: Supplier will meet with Owner to finalize keying requirements and obtain final instructions in writing. B. Review the keying system with the Owner and provide a Primus/Everst master, grandmaster or great -grandmaster integrated with Owner's existing system. If key pinning charts are required, owner to furnish charts to hardware supplier. C. Furnish temporary keyed cores for the construction period, and remove these when directed. The construction cores remain property of the supplier and shall be returned to the supplier when they are removed. Contractor shall install the permanent cores in the presence of the owner's representative. D. Key Cylinders: Large format interchangeable core, utility patented, 7 -pin solid brass construction. E. Permanent Keys: Secured shipment direct from point of origination to Owner's Representative DOOR HARDWARE 087100-7 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. For estimate: 2 keys per change combination, 5 master keys per group, 5 grand -master keys, 3 control keys. 2.8 CLOSERS A. Accessibility Requirements: Where handles, pulls, latches, locks and other operating devices are indicated to comply with accessibility requirements, comply with the U.S. Architectural Transportations Barriers Compliance Board's "Americans with Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)." Comply with the following maximum opening -force requirements: a. Interior, Non -fire -rated Hinged Doors: 5 Ibf applied perpendicular to door. b. Fire Doors: Minimum opening force allowable by Authorities Having Jurisdiction (AHJ). B. Door Closers for Means of Egress Doors: Comply with NFPA 101. Door closers shall not require more than 30 Ibf to set door in motion and not more than 151bf to open door to minimum required width. C. Cylinder: Shall be of high strength cast iron construction. All door exterior closers shall be tested to ANSI/BHMA A156.4 test requirements by a BHMA certified independent testing laboratory. A written certification showing successful completion of a minimum of 10,000,000 cycles for all exterior door closers must be provided. Cylinder shall have been manufactured and in the marketplace fora minimum of 10 years D. Size of Units: Unless otherwise indicated, comply with manufacturer's written recommendations for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory sized closers, adjustable to meet field conditions and requirements for opening force. E. Surface Closers: BHMA A156.4 Grade 1. Provide type of arm required for closer to be located on non- public side of door, unless otherwise indicated. 1. Full rack-and-pinion type cylinder with removable non-ferrous cover and cast iron body. Double heat-treated pinion shaft, single piece forged piston, chrome silicon steel spring. 2. XL cylinder body to have 1'/d' piston diameter with W journal double heat treated shaft, (.1421" teeth thickness,) 518" full complement bearings, chrome silicon steel spring. i 3. Cylinder body to have "FAST" power adjust speed dial to show spring size power. 4. Closers to have forged steel main arm and forearm for REG, EDA and CUSH type arms 5. ISO 2000 certified. Units stamped with date -of -manufacture code. 1, 6. Independent lab -tested 10,000,000 cycles. 7. Thru-bolts at wood doors unless doors are provided with closer blocking. Non -sized, non -handed, f and adjustable. Place closer inside building, stairs, and rooms. B. Plates, brackets and special templating when needed for interface with particular header, door and wall conditions and neighboring hardware. 9. Opening pressure: Exterior doors 8.5 Ib., interior doors 5l1b., labeled fire doors 15 lb. 10. Separate adjusting valves for closing speed, latching speed and backcheck, fourth valve for { delayed action where scheduled. 11. Extra -duty arms (EDA) at exterior doors scheduled with parallel arm units. - 12. Exterior doors do not require seasonal adjustments in temperatures from 120 degrees F to -30 degrees F, furnish data on request. 13. Non -flaming fluid will not fuel door or floor covering fres. 14. Pressure relief values are not allowed. 2.9 TRIM AND STOPS A. Kick plates, mop plates, and armor plates, shall be .050 gauge with 32D finish. Kick plates to be 10" high, mop plates to be 5" high. All plates shall be two (2) inches less full width of door. B. Push plates, pull plates, door pulls, and miscellaneous door trim shall be shown in the hardware schedule. DOOR HARDWARE 087100-8 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 C. Doorstops shall be furnished for all doors to prevent damage to doors or hardware from striking adjacent walls or fixtures. Wall stops are preferred. Floor stops are used only where noted in hardware schedule. Where conditions prohibit the use wall type stops, furnish overhead stops either surface mounted or concealed as noted in hardware sets. 2.10 WEATHERSTRIPPING AND SEALS A. General: Provide continuous weather-stripping on exterior doors and smoke, light, or sound seals on interior doors where indicated or scheduled. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 2.11 THRESHOLDS A. General: Except as otherwise indicated, provide standard metal threshold unit of type, size, and profile as shown or scheduled. 2.12 ELECTRICAL HARDWARE A. Furnish wiring diagrams to electrical contractor for use in installing electrical hardware products. B. Electrical contractor to run all wiring and make all final connections for electrified hardware. Hardware supplier shall be responsible to furnish all wiring diagrams to operate electrified hardware. Access control material and electrified hardware to interface at junction boxes. 2.13 HARDWARE FINISHES A. Match items to the manufacturer's standard color and texture finish for the latch and locksets (or push-pull units if no latch or lock sets). !` B. Provide finishes that match those established by BHMA or, if none established, match the Architect's sample. i C. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other � qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware. D. The designations used in schedules and elsewhere to indicate hardware finishes are those listed in _-- - ANSI/BHMAA156.18, "Materials and Finishes," including coordination with the traditional U.S. finishes shown by certain manufacturers for their products. j PART 3 -EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. B. Examine roughing -in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. DOOR HARDWARE 087100-9 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3.2 PREPARATION A. Steel Doors and Frames: Comply with DHI Al 15 Series. Surface -Applied Door Hardware: Drill and tap doors and frames according to ANSI A250.6. B. Wood Doors: Comply with DHI At 15-W Series. 3.3 INSTALLATION A. Pre -installation conference shall be conducted prior to installation of hardware at Project site. Meet with the, Owner, Contractor, installer, and manufacturers representatives. A separate pre -installation conference shall be conducted prior to the installation of electronic security hardware with the electrical contractor Review catalogs, brochures, templates, installation instructions, and the approved hardware schedule. Survey installation procedures and workmanship, with special emphasis on unusual conditions, as to ensure correct technique of installation, and coordination with other work. Notify participants at least ten, 10 working days before conference. B. Hardware Installers must have a minimum of five (5) years experience in installation of hardware. Provide verification of installer's qualification to Consultant for approval. All installers to attend review meetings with the hardware distributor. C. Install hardware using only manufacturer supplied and approved fasteners in strict adherence with manufacturers published installation instructions. D. Install head seal prior to installation of "PA" -parallel arm mounted door closers and push side mounted door stops/holders. Trim, cut and notch thresholds and saddles neatly to minimally fit the profile of the door frame. Install thresholds and saddles in a bed of caulking completely sealing the underside from water and air penetration. E. Counter sink through bolt of door pull under push plate during installation. F. Mounting Heights: Mount door hardware units at heights indicated, as follows, unless otherwise indicated or required to comply with governing regulations. __ 1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2. Custom Steel Doors and Frames: DHI's "Recommended Locations for Builders' Hardware for Custom Steel Doors and Frames." 3. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." G. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 09 Sections. Do not install surface -mounted items until finishes have been j completed on substrates involved. y 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 07 Section "Joint Sealants." DOOR HARDWARE 087100-10 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3.4 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 1. Door Closers: Unless otherwise required by authorities having jurisdiction, adjust sweep period so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door. B. Occupancy Adjustment: Approximately six months after date of Substantial Completion, Installer's Architectural Hardware Consultant shall examine and readjust, including adjusting operating forces, each item of door hardware as necessary to ensure function of doors, door hardware, and electrified door hardware. 3.5 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure that door hardware is without damage or deterioration at time of Substantial Completion. 3.6 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. Refer to Division 01 Section "Demonstration and Training." 3.7 DOOR HARDWARE SETS A. The following schedule of hardware sets shall be considered a guide and the supplier is cautioned to refer to general conditions, special conditions, and the full requirements of this section. It shall be the hardware supplier's responsibility to furnish all required hardware. B. Where items of hardware are not definitely or correctly specified and are required for completion of the Work, a written statement of such omission, error, conflict, or other discrepancy shall be sent to the Architect, prior to date specified for receipt of bids, for clarification by addendum. C. Adjustments to the Contract Sum will not be allowed for omissions or items of hardware not clarified prior to bid opening. HW SET NO: 01 HARDWARE HW SET NO: 02 3 EA HW HINGE 1 E STOREROOM LOCK 1 EA FSIC CONST. CORE DOOR HARDWARE BY DOOR MFG 5BB1 HW 5 X 4.5 NRP ND80TD RHO 23-030-ICX B/0 652 IVE 626 SCH SCH 087100-11 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1 EA FSIC CORE 23-030 EV 29 626 SCH 1 EA SURFACE CLOSER 4040XP CUSH TBWMS 689 LCN 1 EA CUSH SHOE SUPPORT 4040-30 689 LCN 1 EA GASKETING 429A A ZER 1 EA DOOR SWEEP 39A A ZER 1 EA THRESHOLD 655A-MSLA-10 A ZER HW SET NO: 03 1 EA ELECTRIC HW HINGE 5BB1HW 5 X 4.5 CON TW8 630 IVE (ORAS REQ'D BY EXISTING DR/FR 630 CONDITIONS) 1 EA 1 EA ELEC CLASSROOM AD-300-CY-70-MTK-RHO-TD 626 SCE LOCK SCH 1 EA FSIC CONST. CORE 23-030-ICX SCH (IF REQ'D) 626 1 EA PRIMUS CORE 20-740 PRI 29 626 SCH 1 EA POWER SUPPLY BY DIV 28 N B/O 1 EA PANEL INTERFACE BY DIV 28 ❑ B/O 1 EA RE -USE REMAINING EXISTING HARDWARE EXI PATCH, REPAIR, REFINISH DOOR AND FRAME AS REQUIRED. GY READER DOOR POSITION INDICATOR AND REQUEST TO EXIT ARE INTEGRAL TO THE LOCKSET. USER PRESENTS CREDENTIAL, LEVER IS RELEASED, USER OPENS DOOR. VOLTAGE DRAW ON AD LOCK IS 1.1 AMPS @ 12V OR .6 AMPS @ 24 V HW SET NO: 04 3 EA HINGE 5BB1 4.5 X 4.5 630 IVE 1 EA ENTRANCE LOCK ND53TD RHO 626 SCH 1 EA FSIC CORE 23-030 EV 29 626 SCH 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 GY IVE HW SET NO: 05 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA CLASSROOM LOCK ND70TD RHO 626 SCH 1 EA FSIC CORE 23-030 EV 29 626 SCH 1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN 1 EA CUSH SHOE SUPPORT 4040-30 689 LCN 1 EA KICK PLATE 8400 10" X 2" LOW B4E 630 IVE 3 EA SILENCER SR64 GY IVE HW SET NO: 06 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA CLASSROOM LOCK ND70TD RHO 626 SCH 1 EA FSIC CORE 23-030 EV 29 626 SCH 1 EA OH STOP 90S 630 GLY 1 EA KICK PLATE 8400 10" X 2" LOW 134E 630 IVE 3 EA SILENCER SR64 GY IVE DOOR HARDWARE 087100-12 BYU-Idaho Clarke Building Improvements HW SET NO: 07 3 EA HW HINGE 1 EA CLASSROOM LOCK 1 EA FSIC CORE 1 EA OH STOP 1 EA KICK PLATE 3 EA SILENCER HW SET NO: 08 3 EA HINGE 1 EA CLASSROOM LOCK 1 EA FSIC CORE 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA WALL STOP 3 EA SILENCER HW SET NO: 09 3 EA HINGE 1 E STOREROOM LOCK 1 EA FSIC CORE 1 EA WALL STOP 3 EA SILENCER HW SET NO: 10 3 EA HW HINGE 1 E STOREROOM LOCK 1 EA FSIC CORE 1 EA OH STOP 3 EA SILENCER HW SET NO: 11 6 EA HINGE 1 EA MANUAL FLUSH BOLT 1 EA STOREROOM LOCK 1 EA FSIC CORE 2 EA OH STOP 2 EA SILENCER BID SET I October 20, 2016 5BB1 HW 5 X 4.5 NRP 652 IVE ND70TD RHO 626 SCH 23-030 EV 29 626 SCH 90S 630 GLY 8400 10" X 2" LDW B4E 630 IVE SR64 GY IVE 5BB1 4.5 X 4.5 NRP 652 IVE ND70TD RHO 626 SCH 23-030 EV 29 626 SCH 4040XP EDA 689 LCN 8400 10" X 2" LDW B4E 630 IVE WS406/407CCV 630 IVE SR64 GY IVE 5681 4.5 X 4.5 NRP 652 IVE ND80TD RHO 626 SCH 23-030 EV 29 626 SCH WS406/407CCV 630 IVE SR64 GY IVE 5BB1HW 5 X 4.5 NRP 652 IVE ND80TD RHO 626 SCH 23-030 EV 29 626 SCH 90S 630 GLY SR64 GY IVE 5BB1 4.5 X 4.5 NRP 652 IVE FB458 626 IVE (TOP) 107A 05 ND80TD RHO 626 SCH 23-030 EV 29 626 SCH 90S 630 GLY SR64 GY IVE Mark # HW Set # 101 09 105 04 107 03 107A 05 DOOR HARDWARE 087100-13 BYU-Idaho Clarke Building Improvements Mark # HW Set # 123 02 127 05 127A 10 127B O1 133A 05 133B 05 135 05 327 06 337 08 339 04 341 05 341A 05 341B 07 341C 07 343 05 343A 05 343B 01 345 06 347 OS 347A 11 END OF SECTION BID SET I October 20, 2016 DOOR HARDWARE 087100-14 BYU-Idaho Clarke Building Improvements SECTION 088000 - GLAZING PART 1 - GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section: 1. Doors. 2. Interior borrowed lites. 1.3 DEFINITIONS A. Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined in referenced glazing publications. B. Glass Thicknesses: Indicated by thickness designations in millimeters according to ASTM C 1036. C. Interspace: Space between lites of an insulating -glass unit. 1.4 PERFORMANCE REQUIREMENTS A. General: Installed glazing systems shall withstand normal thermal movement and wind and impact loads i (where applicable) without failure, including loss or glass breakage attributable to the following: defective i manufacture, fabrication, or installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on glass framing members and glazing components. 1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. 1.5 ACTION SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Glass Samples: For each type of the following products; 12 inches (300 mm) square C. Glazing Accessory Samples: For gaskets, sealants and colored spacers, in 12 -inch (300 -mm) lengths. Install sealant Samples between two strips of material representative in color of the adjoining framing system. D. Glazing Schedule: List glass types and thicknesses for each size opening and location. Use same designations indicated on Drawings. GLAZING 088000-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For installers and manufacturers of insulating -glass units with sputter -coated, low -e coatings and glass testing agency. B. Product Certificates: For glass and glazing products, from manufacturer. C. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for tinted glass, coated glass, insulating glass, glazing sealants and glazing gaskets. 1. For glazing sealants, provide test reports based on testing current sealant formulations within previous 36 -month period. D. Preconstruction adhesion and compatibility test report. E. Warranties: Sample of special warranties. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications for Insulating -Glass Units with Sputter -Coated, Low -E Coatings: A qualified insulating -glass manufacturer who is approved and certified by coated -glass manufacturer. B. Installer Qualifications: A qualified installer who employs glass installers for this Project who are certified under the National Glass Association's Certified Glass Installer Program. C. Glass Testing Agency Qualifications: A qualified independent testing agency accredited according to the NFRC CAP 1 Certification Agency Program. D. Sealant Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. E. Source Limitations for Glass: Obtain ultraclear float glass, tinted float glass, coated float glass, laminated glass and insulating glass from single source from single manufacturer for each glass type. F. Source Limitations for Glazing Accessories: Obtain from single source from single manufacturer for each product and installation method. G. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. 1. IGMA Publication for Insulating Glass: SIGMA TM -3000, "North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use." H. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction or the manufacturer. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies. I. Insulating -Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of IGCC. J. Preinstallation Conference: Conduct conference at Project site. 1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 2. Review temporary protection requirements for glazing during and after installation. GLAZING 088000-2 BYU-Idaho Clarke Building Improvements 1.8 DELIVERY, STORAGE, AND HANDLING BID SET I October 20, 2016 A. Protect glazing materials according to manufacturer's written instructions. Prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes. B. Comply with insulating -glass manufacturer's written recommendations for venting and sealing units to avoid hermetic seal ruptures due to altitude change. 1.9 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or other causes. Do not install glazing sealants when ambient and substrate temperature conditions are outside limits permitted by sealant manufacturer or below 40 deg F (4.4 deg C). 1.10 WARRANTY A. Manufacturer's Special Warranty for Coated -Glass Products: Manufacturer's standard form in which coated -glass manufacturer agrees to replace coated -glass units that deteriorate within specified warranty period. Deterioration of coated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications of deterioration in coating. Warranty Period: 10 years from date of Substantial Completion. B. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form in which insulating - glass manufacturer agrees to replace insulating -glass units that deteriorate within specified warranty period. Deterioration of insulating glass is defined as failure of hermetic seal under normal use that is not attributed to glass breakage or to maintaining and cleaning insulating glass contrary to manufacturer's written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass. 1. Warranty Period: 10 years from date of Substantial Completion. PART2-PRODUCTS 2.1 GLASS PRODUCTS, GENERAL A. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites in thicknesses as needed to comply with requirements indicated. 1. Minimum Glass Thickness for Exterior Lites: Not less than 6.0 mm. 2. Thickness of Tinted Glass: Provide same thickness for each tint color indicated throughout Project. B. Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat-treated float glass, or Kind FT heat-treated float glass as needed to comply with "Performance Requirements" Article. Where heat -strengthened glass is indicated, provide Kind HS heat-treated float glass or Kind FT heat-treated float glass as needed to comply with "Performance Requirements" Article. Where fully tempered glass is indicated, provide Kind FT heat-treated float glass. C. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: GLAZING 088000-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. For monolithic -glass lites, properties are based on units with lites 6.0 mm thick. 2. For insulating -glass units, properties are based on units of thickness indicated for overall unit and for each lite. 3. U -Factors: Center -of -glazing values, according to NFRC 100 and based on LBL's WINDOW 5.2 computer program, expressed as Btu/sq. ft. x In x deg F (W/sq. m x K). 4. Solar Heat -Gain Coefficient and Visible Transmittance: Center -of -glazing values, according to NFRC 200 and based on LBL's WINDOW 5.2 computer program. 5. Visible Reflectance: Center -of -glazing values, according to NFRC 300. 2.2 GLASS PRODUCTS A. Float Glass: ASTM C 1036, Type I, Quality -Q3, Class I (clear) unless otherwise indicated. B. Extra -clear Float Glass: ASTM C 1036, Type I, Quality -Q3, Class I, complying with other requirements specified and with visible light transmission not less than 91 percent and solar heat gain coefficient not less than 0.87. Products: Subject to compliance with requirements, provide the following: a. PPG Industries, Inc.; Starphire or Architect approved equal. C. Heat -Treated Float Glass: ASTM C 1048; Type I; Quality -Q3; Class I (clear) unless otherwise indicated, of kind and condition indicated. 1. Fabrication Process: By horizontal (roller -hearth) process with roll -wave distortion parallel to bottom edge of glass as installed unless otherwise indicated. 2. For uncoated glass, comply with requirements for Condition A. 3. For coated vision glass, comply with requirements for Condition C (other coated glass). D. Decorative Glass (frosted): Use glazing films at locations shown on the drawings. 2.3 GLAZING SEALANTS A. General: 1. Compatibility: Provide glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Sealants used inside the weatherproofing system, shall have a VOC content of not more than 250 g/L when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 4. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. B. Glazing Sealant: Neutral -curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 100/50, Use NT. Products: Subject to compliance with requirements, provide one of the following: a. Dow Corning Corporation; 790. b. GE Advanced Materials - Silicones; SilPruf LM SCS2700. C. May National Associates, Inc.; Bondaflex Sit 290. d. Pecora Corporation; 890. e. Sika Corporation, Construction Products Division; SikaSil-C990. f. Tremco Incorporated; Spectrem 1. 2. Applications: See drawings. GLAZING 088000-4 BYU-Idaho Clarke Building Improvements 2.4 GLAZING TAPES BID SET I October 20, 2016 A. Back -Bedding Mastic Glazing Tapes: Preformed, butyl -based, 100 percent solids elastomeric tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as I recommended in writing by tape and glass manufacturers for application indicated; and complying with i ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 804.3 tape, where indicated. 2. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 3. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B. Expanded Cellular Glazing Tapes: Closed -cell, PVC foam tapes; factory coated with adhesive on both surfaces; and complying with AAMA 800 for the following types: 1. AAMA 810. 1, Type 1, for glazing applications in which tape acts as the primary sealant. 2. AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. 2.5 MISCELLANEOUS GLAZING MATERIALS A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. D. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type 0 (open -cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. 2.6 FABRICATION OF GLAZING UNITS A. Fabricate glazing units in sizes required to ft openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements. B. Clean-cut or Flat -grind vertical edges of butt -glazed monolithic lites to produce square edges with slight chamfers at junctions of edges and faces. C. Grind smooth and polish exposed glass edges and corners. 2.7 MONOLITHIC -GLASS TYPES A. Glass Type for interior door lites: Clear float glass, heat -strengthened float glass and fully tempered float glass. 1. Thickness: 6.0 mm. 2. Provide safety glazing labeling at fully tempered units. GLAZING 088000-5 BYU-Idaho Clarke Building Improvements PART 3 - EXECUTION 3.1 EXAMINATION BID SET I October 20, 2016 A. Examine framing, glazing channels, and stops, with Installer present, for compliance with the following: 1. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners. 2. Presence and functioning of weep systems. 3. Minimum required face and edge clearances. 4. Effective sealing between joints of glass -framing members. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates. B. Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed so that exterior and interior surfaces are readily identifiable. Do not use materials that will leave visible marks in the completed work. 3.3 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Adjust glazing channel dimensions as required by Project conditions during installation to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. C. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead or as per manufacturer's recommendations. F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. G. Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm). 1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements. 2. Provide 1/8 -inch (3 -mm) minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. GLAZING 088000-6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. J. Set glass lites with proper orientation so that coatings face exterior or interior as specified. 3.4 TAPE GLAZING A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops. B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make f them fit opening. j C. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads and sills. D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer. E. Do not remove release paper from tape until right before each glazing unit is installed. F. Apply heel bead of elastomeric sealant. G. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. H. Apply cap bead of elastomeric sealant over exposed edge of tape. 3.5 GASKET GLAZING (DRY) j - A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation. B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints j miter cut and bonded together at corners. f --- C. Installation with Pressure -Glazing Stops: Center glass lites in openings on setting blocks and press firmly against soft compression gasket. Install dense compression gaskets and pressure -glazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. D. Install gaskets so they protrude past face of glazing stops. 3.6 SEALANT GLAZING (WET) A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. GLAZING 088000-7 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. C. Tool exposed surfaces of sealants to provide a substantial wash away from glass. 3.7 CLEANING AND PROTECTION A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended in writing by glass manufacturer. C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains; remove as recommended in writing by glass manufacturer. D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period. E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer. END OF SECTION 088000 GLAZING 088000-8 BYU-Idaho Clarke Building Improvements SECTION - 092216 - NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Non -load-bearing steel framing systems for interior gypsum board assemblies. PART 2 -PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire -Test -Response Characteristics: For fire -resistance -rated assemblies that incorporate non -load- bearing steel framing, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 119 by an independent testing agency. B. STC -Rated Assemblies: For STC -rated assemblies, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. 2.2 FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: ASTM A 653/A 653M, G40 , hot -dip galvanized unless otherwise indicated. B. Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners. 1. Steel Studs and Runners: a. Minimum Base -Metal Thickness: As indicated on Drawings. b. Depth: As indicated on Drawings. 2. Dimpled Steel Studs and Runners: a. Minimum Base -Metal Thickness: As indicated on Drawings. b. Depth: As indicated on Drawings. C. Slip -Type Head Joints: Where indicated, provide one of the following: NON-STRUCTURAL METAL 092216-1 FRAMING BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Single Long -Leg Runner System: ASTM C 645 top runner with 2 -inch -deep flanges in thickness not less than indicated for studs, installed with studs friction ft into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing. 2.3 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction. B. Coordination with Sprayed Fire -Resistive Materials: Before sprayed fire -resistive materials are applied, attach offset anchor plates or ceiling runners (tracks) to surfaces indicated to receive sprayed fire -resistive materials. Where offset anchor plates are required, provide continuous plates fastened to building structure not more than 24 inches o.c. 2. After sprayed fire -resistive materials are applied, remove them only to extent necessary for installation of non -load-bearing steel framing. Do not reduce thickness of fire -resistive materials below that required for fire -resistance ratings indicated. Protect adjacent fire -resistive materials from damage. 3.3 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Plaster Assemblies: Also comply with requirements in ASTM C 841 that apply to framing installation. 2. Portland Cement Plaster Assemblies: Also comply with requirements in ASTM C 1063 that apply to framing installation. 3. Gypsum Veneer Plaster Assemblies: Also comply with requirements in ASTM C 844 that apply to framing installation. 4. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. NON-STRUCTURAL METAL 092216-2 FRAMING BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. C. Install bracing at terminations in assemblies. l D. Do not bridge building control and expansion joints with non -load-bearing steel framing members. Frame both sides of joints independently. i 3.4 INSTALLING FRAMED ASSEMBLIES � A. Install framing system components according to spacings indicated, but not greater than spacings required t — by referenced installation standards for assembly types. I 1. Single -Layer Application: 16 inches o.c. unless otherwise indicated. 2. Tile Backing Panels: 16 inches o.c. unless otherwise indicated. B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts penetrating partitions above ceiling. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. 2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two 18 ga. studs at each jamb unless otherwise indicated. b. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3. Fire -Resistance -Rated Partitions: Install framing to comply with fire -resistance -rated assembly indicated and support closures and to make partitions continuous from Floor to underside of solid structure. 4. Sound -Rated Partitions: Install framing to comply with sound -rated assembly indicated. D. Direct Furring: 1. Screw to wood framing. 2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches o.c. E. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. END OF SECTION 092216 NON-STRUCTURAL METAL 092216-3 FRAMING BYU-Idaho Clarke Building Improvements SECTION 092900 - GYPSUM BOARD PART 1 -GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Interior gypsum board. B. Related Requirements: 1. Section 092216 "Non -Structural Metal Framing' for non-structural framing and suspension systems that support gypsum board panels. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1.4 DELIVERY, STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against weather, condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack panels flat and supported on risers on a Flat platform to prevent sagging. 1.5 FIELD CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B. Do not install paper -faced gypsum panels until installation areas are enclosed and conditioned. C. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. _ 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. PART 2 -PRODUCTS 2.1 GYPSUM BOARD, GENERAL A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. GYPSUM BOARD 092900-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2.2 INTERIOR GYPSUM BOARD A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 2.3 2.4 2.5 1. American Gypsum. 2. CertainTeed Corp. 3. Georgia-Pacific Gypsum LLC. 4. Lafarge North America Inc. 5. National Gypsum Company. 6. PABCO Gypsum. 7. Temple-Inland. 8. USG Corporation. B. Gypsum Board, Type X: ASTM C 1396/C 1396M 1. Thickness: 5/8 inch (15.9 mm). 2. Long Edges: Tapered and featured (rounded or beveled) for prefilling. TILE BACKING PANELS A. Glass -Mat, Water -Resistant Backing Board: ASTM C 1178/C 1178M, with manufacturer's standard edges. 1. Products: Subject to compliance with requirements, provide one of the following a. CertainTeed Corp.; GlasRoc Tile Backer. b. Georgia-Pacific Gypsum LLC; DensShield Tile Backer. 2. Core: 5/8 inch (15.9 mm), Type X. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum -coated steel sheet or rolled zinc. 2. Shapes: a. Cornerbead. b. Bullnose bead. C. LC -Bead: J-shaped; exposed long flange receives joint compound. d. L -Bead: L-shaped; exposed long flange receives joint compound. e. U -Bead: J-shaped; exposed short flange does not receive joint compound. f. Expansion(control)joint. g. Curved -Edge Cornerbead: With notched or flexible flanges. JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Board: Paper. GYPSUM BOARD 092900-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Preflling: At open joints, rounded or beveled panel edges, and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting -type taping compound. a. Use setting -type compound for installing paper -faced metal trim accessories. 3. Fill Coat: For second coat, use setting -type, sandable topping compound. 4. Finish Coat: For third coat, use setting -type, sandable topping compound. 5. Skim Coat: For final coat of Level 5 finish, use setting -type, sandable topping compound. 2.6 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. Laminating adhesive shall have a VOC content of 50 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. 1. Fire -Resistance -Rated Assemblies: Comply with mineral -fiber requirements of assembly. E. Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to _. ASTM E 90. Products: Subject to compliance with requirements, provide one of the following a. Accumetric LLC; BOSS 824 Acoustical Sound Sealant. b. Grabber Construction Products; Acoustical Sealant GSC. C. Pecora Corporation; AC -20 FTR. -- d. Specified Technologies, Inc.; Smoke N Sound Acoustical Sealant. e. USG Corporation; SHEETROCK Acoustical Sealant. 2. Acoustical joint sealant shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). GYPSUM BOARD 092900-3 BYU-Idaho Clarke Building Improvements PART 3 - EXECUTION 3.1 EXAMINATION BID SET I October 20, 2016 A. Examine areas and substrates including welded hollow -metal frames and framing, with Installer present, for compliance with requirements and other conditions affecting performance. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLYING AND FINISHING PANELS, GENERAL A. Comply with ASTM C 840. B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back -blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Form control and expansion joints with space between edges of adjoining gypsum panels. F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. (0.7 sq. m) in area. 2. Fit gypsum panels around ducts, pipes, and conduits. 3. Where partitions intersect structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by structural members; allow 1/4- to 3/8 -inch- (6.4- to 9.5 -mm-) wide joints to install sealant. G. Isolate perimeter of gypsum board applied to non -load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2 -inch- (6.4- to 12.7 -mm-) wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. I. STC -Rated Assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound -flanking paths around or through assemblies, including sealing partitions above acoustical ceilings. J. Install sound attenuation blankets before installing gypsum panels unless blankets are readily installed after panels have been installed on one side. GYPSUM BOARD 092900-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3.3 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: 1. Type X: As indicated on Drawings and vertical surfaces unless otherwise indicated. 2. Ceiling Type: As indicated on Drawings and ceiling surfaces. 3. Moisture- and Mold -Resistant Type: As indicated on Drawings. 4. Glass -Mat Interior Type: As indicated on Drawings. B. Single -Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing) unless otherwise indicated or required by fire -resistance -rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. b. At stairwells and other high walls, install panels horizontally unless otherwise indicated or -------_--- required by fire -resistance -rated assembly. Fastening Methods: Apply gypsum panels to supports with steel drill screws. 3.4 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. C. Interior Trim: Install in the following locations: 1. Cornerbead: Use at outside corners unless otherwise indicated. 2. Bullnose Bead: Use where indicated. 3. LC -Bead: Use at exposed panel edges. 4. L -Bead: Use where indicated. 5. U -Bead: Use where indicated. 3.5 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints, rounded or beveled edges, and damaged surface areas. C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for tile and where indicated on Drawings. 3. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. a. Primer and its application to surfaces are specified in Section 099123 "Interior Painting." GYPSUM BOARD 092900-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 4. Level 5: Where indicated on Drawings and areas to receive gloss finish, if any. a. Primer and its application to surfaces are specified in Section 099123 "Interior Painting." 3.6 PROTECTION A. Protect adjacent surfaces from drywall compound and promptly remove from Floors and other non -drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. B. Protect installed products from damage from weather, condensation, direct sunlight, construction, and - other causes during remainder of the construction period. C. Remove and replace panels that are wet, moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION 092900 GYPSUM BOARD 092900-6 BYU-Idaho Clarke Building Improvements SECTION 095113 - ACOUSTICAL PANEL CEILINGS PART 1 -GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes acoustical panels and exposed suspension systems for ceilings. B. Products furnished, but not installed under this Section, include anchors, clips, and other ceiling attachment devices to be cast in concrete. 1.3 PREINSTALLATION MEETINGS A. Pre -installation Conference: Conduct conference at Project site. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified, 6 inches (150 mm) in size. C. Samples for Initial Selection: For components with factory -applied color finishes. D. Samples for Verification: For each component indicated and for each exposed finish required, prepared r on Samples of size indicated below. f 1. Acoustical Panel: Set of 6 -inch- (150 -mm-) Samples of each type, color, pattern, and texture. 2. Exposed Suspension -System Members, Moldings, and Trim: Set of 6 -inch- (150 -mm-) long Samples of each type, finish, and color. r 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For finishes to include in maintenance manuals. 1.6 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Acoustical Ceiling Panels: Full-size panels equal to 2 percent of quantity installed. 2. Suspension -System Components: Quantity of each exposed component equal to 2 percent of quantity installed. 3. Hold -Down Clips: Equal to 2 percent of quantity installed. 4. Impact Clips: Equal to 2 percent of quantity installed ACOUSTICAL PANEL CEILINGS 095113-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical panels, suspension -system components, and accessories to Project site in original, unopened packages and store them in a fully enclosed, conditioned space where they will be protected against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and other causes. B. Before installing acoustical panels, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. 1.8 FIELD CONDITIONS A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. PART2-PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Seismic Performance: Acoustical ceiling shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. B. Surface -Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. i 1. Flame -Spread Index: Comply with ASTM E 1264 for Class A materials. 2. Smoke -Developed Index: 50 or less. 2.2 ACOUSTICAL PANELS, GENERAL A. Source Limitations: 1. Acoustical Ceiling Panel: Obtain each type from single source from single manufacturer. 2. Suspension System: Obtain each type from single source from single manufacturer. B. Source Limitations: Obtain each type of acoustical ceiling panel and supporting suspension system from single source from single manufacturer. C. Glass -Fiber -Based Panels: Made with binder containing no urea formaldehyde. D. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances unless otherwise indicated. Mounting Method for Measuring NRC: Type E-400; plenum mounting in which face of test specimen is 15-3/4 inches (400 mm) away from test surface according to ASTM E 795. E. Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each product type. ACOUSTICAL PANEL CEILINGS 095113-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 Where appearance characteristics of acoustical panels are indicated by referencing pattern designations in ASTM E 1264 and not manufacturers' proprietary product designations, provide products selected by Architect from each manufacturer's full range that comply with requirements indicated for type, pattern, color, light reflectance, acoustical performance, edge detail, and size. 2.3 ACOUSTICAL PANELS A. Basis -of -Design Product _for Food Areas (C2): Subject to compliance with requirements, provide Armstrong World Industries, Inc. "Health Zone" or comparable product by one of the following: 1. USG Interiors, Inc.; Subsidiary of USG Corporation. a. Color: White b. NRC: Not less than 0.55 C. CAC: 35 d. Light Reflectance: .79 e. Clean Room Classification: 100 f. Surface Finish: Film Laminate g. Edge/Joint Detail: Square, sized to ft flange of exposed suspension -system members. h. Thickness: 3/4 inch (19 mm). i. Modular Size: As indicated on Drawings. j. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical panels treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram -positive and gram-negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21. B. Basis -of -Design Product for Classrooms (C1) Subject to compliance with requirements, provide Armstrong World Industries, Inc. "Ultima" or comparable product by one of the following: USG Interiors, Inc.; Subsidiary of USG Corporation a. Color: White b. NRC: Not less than 0.70 C. CAC: 35 d. Light Reflectance: .86 e. Edge/Joint Detail: Square, sized to ft flange of exposed suspension -system members. f. Thickness: 3/4 inch (19 mm). g. Modular Size: As indicated on Drawings. h. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical panels treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram -positive and gram-negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21. 2.4 METAL SUSPENSION SYSTEMS, GENERAL A. Metal Suspension -System Standard: Provide manufacturer's standard direct -hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C 635/C 635M. High -Humidity Finish: Comply with ASTM C 635/C 635M requirements for "Coating Classification for Severe Environment Performance" where high -humidity finishes are indicated. B. Attachment Devices: Size for five times the design load indicated in ASTM C 635/C 635M, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements. ACOUSTICAL PANEL CEILINGS 095113-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Anchors in Concrete: Anchors of type and material indicated below, with holes or loops for attaching hangers of type indicated and with capability to sustain, without failure, a load equal to five times that imposed by ceiling construction, as determined by testing according to ASTM E 488 or ASTM E 1512 as applicable, conducted by a qualified testing and inspecting agency. a. Type: Post -installed expansion or Post -installed bonded anchors. b. Corrosion Protection: Stainless-steel components complying with ASTM F 593 and ASTM F 594, Group 1 Alloy 304 or 316 for bolts; Alloy 304 or 316 for anchor. 2. 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 hangers of type indicated and with capability to sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing according to ASTM E 1190, conducted by a qualified testing and inspecting agency. C. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 1. Zinc -Coated, Carbon -Steel Wire: ASTM A 641/A 641 M, Class 1 zinc coating, soft temper. 2. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635/C 635M, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than 0.135 -inch - (3.5 -mm-) diameter wire. D. Seismic Stabilizer Bars: Manufacturer's standard perimeter stabilizers designed to accommodate seismic forces. E. Seismic Struts: Manufacturer's standard compression struts designed to accommodate seismic forces F. Seismic Clips: Manufacturer's standard seismic clips designed and spaced to secure acoustical panels in place. G. Hold -Down Clips: Where indicated, provide manufacturer's standard hold-down clips spaced 24 inches (610 mm) o.c. on all cross tees. H. Impact Clips: Where indicated, provide manufacturer's standard impact -clip system designed to absorb impact forces against acoustical panels. 2.5 METAL SUSPENSION SYSTEM A. Manufacturers: Subject to compliance with requirements, provide products by one of the following 1. Armstrong World Industries, Inc. j 2. USG Interiors, Inc.; Subsidiary of USG Corporation. ! B. Wide -Face, Capped, Double -Web, Steel Suspension System: Main and cross runners roll formed from cold -rolled steel sheet; pre -painted, electrolytically zinc coated, or hotdip galvanized according to ASTM A 653/A 653M, not less than G30 (Z90) coating designation; with prefnished 15/16 -inch- (24 -mm-) wide metal caps on Flanges. 1. Structural Classification: Heavy-duty system. 2. End Condition of Cross Runners: Override (stepped) or butt -edge type. 3. Face Design: Flat, flush. 4. Cap Material: Steel or aluminum cold -rolled sheet. 5. Cap Finish: Painted in color as selected from manufacturer's full range. 2.6 METAL EDGE MOLDINGS AND TRIM A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: ACOUSTICAL PANEL CEILINGS 095113-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Armstrong World Industries, Inc. 2. USG Interiors, Inc.; Subsidiary of USG Corporation. B. Roll -Formed, Sheet -Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension -system runners. 1. Provide manufacturer's standard edge moldings that fit acoustical panel edge details and suspension systems indicated and that match width and configuration of exposed runners unless otherwise indicated. 2. For lay -in panels with reveal edge details, provide stepped edge molding that forms reveal of same depth and width as that formed between edge of panel and flange at exposed suspension member. 3. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. C. Extruded -Aluminum Edge Moldings and Trim: Where indicated, provide manufacturer's extruded - aluminum edge moldings and trim of profile indicated or referenced by manufacturer's designations, including splice plates, corner pieces, and attachment and other clips, complying with seismic design requirements and the following: 1. Aluminum Alloy: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than the strength and durability properties of aluminum extrusions complying with ASTM B 221 (ASTM B 221 M) for Alloy and Temper 6063-T5. 2. Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class Il, 0.010 mm or thicker. 3. Baked -Enamel or Powder -Coat Finish: Minimum dry film thickness of 1.5 mils (0.04 mm). Comply with ASTM C 635/C 635M and coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish. 2.7 ACOUSTICAL SEALANT A. Products: Subject to compliance with requirements, provide one of the following: 1. Acoustical Sealant for Exposed and Concealed Joints: a. Pecora Corporation; AC -20 FTR Acoustical and Insulation Sealant. b. USG Corporation; SHEETROCK Acoustical Sealant. B. Acoustical Sealant: Manufacturer's standard sealant complying with ASTM C 834 and effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1. Exposed and Concealed Joints: Nonsag, paintable, nonstaining latex sealant. 2. Concealed Joints: Nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic -rubber sealant. 3. Acoustical sealant shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, including structural framing to which acoustical panel ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical panel ceilings. ACOUSTICAL PANEL CEILINGS 095113-5 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Examine acoustical panels before installation. Reject acoustical panels that are wet, moisture damaged, or mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less -than -half -width panels at borders, and comply with layout shown on reflected ceiling plans. 3.3 INSTALLATION A. General: Install acoustical panel ceilings to comply with ASTM C 636/C 636M and seismic design requirements indicated, according to manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." Fire -Rated Assembly: Install fire -rated ceiling systems according to tested fire -rated design. B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard suspension -system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. 4. Secure wire hangers to ceiling -suspension members and to supports above with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure and appropriate for substrate and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 5. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices that are secure and appropriate for both the structure to which hangers are attached and the type of hanger involved. Install hangers in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. 6. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangers to cast - in -place hanger inserts, postinstalled mechanical or adhesive anchors, or power -actuated fasteners that extend through forms into concrete. 7. When steel framing does not permit installation of hanger wires at spacing required, install carrying channels or other supplemental support for attachment of hanger wires. 8. Do not attach hangers to steel deck tabs. 9. Do not attach hangers to steel roof deck. Attach hangers to structural members. 10. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported directly from hangers unless otherwise indicated; provide hangers not more than 8 inches (200 mm) from ends of each member. 11. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangers, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast -in- place or postinstalled anchors. D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. ACOUSTICAL PANEL CEILINGS 095113-6 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches (400 mm) o.c. and not more than 3 inches (75 mm) from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet (3.2 mm in 3.6 m). Miter corners accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim. E. Install suspension -system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. Install acoustical panels with undamaged edges and fit accurately into suspension -system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit. 1. Arrange directionally patterned acoustical panels as follows: a. As indicated on reflected ceiling plans. 2. For square -edged panels, install panels with edges fully hidden from view by flanges of suspension -system runners and moldings. 3. For reveal -edged panels on suspension -system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 4. For reveal -edged panels on suspension -system members with box -shaped flanges, install panels with reveal surfaces in firm contact with suspension -system surfaces and panel faces flush with bottom face of runners. 5. Paint cut edges of panel remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. 6. Install hold-down and impact clips in areas indicated, in areas required by authorities having jurisdiction, and for fire -resistance ratings; space as recommended by panel manufacturer's written instructions unless otherwise indicated. 7. Protect lighting fixtures and air ducts to comply with requirements indicated for fire -resistance -rated assembly. 3.4 CLEANING A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension - system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 095113 ACOUSTICAL PANEL CEILINGS 095113-7 BYU-Idaho Clarke Building Improvements SECTION 096513 - RESILIENT BASE AND ACCESSORIES PART 1 - GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS I A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. �- 1.2 SUMMARY A. Section Includes: 1. Resilient base. 2. Rubber Molding Accessories 1.3 ACTION SUBMITTALS I A. Product Data: For each type of product. !1 B. Energy and Environmental Submittals: I i 1. Product Data for adhesives, documentation including printed statement of VOC content. i 2. Product Data for resilient stair accessories, documentation from an independent testing agency I indicating compliance with the FloorScore standard. C. Samples: For each exposed product and for each color and texture specified, not less than 12 inches (300 mm) long. D. Samples for Initial Selection: For each type of product indicated. E. Samples for Verification: For each type of product indicated and for each color, texture, and pattern required in manufacturer's standard -size Samples, but not less than 12 inches (300 mm) long. F. Product Schedule: For resilient base and accessory products. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Furnish not less than 10 linear feet (3 linear m) for every 500 linear feet (150 linear m) or fraction thereof, of each type, color, pattern, and size of resilient product installed. 1.5 QUALITY ASSURANCE A. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Coordinate mockups in this Section with mockups specified in other Sections. RESILIENT BASE AND ACCESSORIES 096513-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1.6 DELIVERY, STORAGE, AND HANDLING A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F (10 deg C) or more than 90 deg F (32 deg C). 1.7 FIELD CONDITIONS A. Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F (21 deg C) or more than 95 deg F (35 deg C), in spaces to receive resilient products during the following time periods: 1. 48 hours before installation. 2. During installation. 3. 48 hours after installation. B. After installation and until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer, but not less than 55 deg F (13 deg C) or more than 95 deg F (35 deg C). C. Install resilient products after other finishing operations, including painting, have been completed. PART 2 -PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. FloorScore Compliance: Resilient base and stair accessories shall comply with requirements of FloorScore certification. 2.2 THERMOSET -RUBBER BASE A. Basis of Design: Forbo, or subject to compliance with requirements and approval by Architect, provide products by one of the following: 1. Mannington. 2. Roppe Corporation, USA. B. Product Standard: ASTM F 1861, Type TS (rubber, vulcanized thermoset), Group I (solid, homogeneous). 1. Style and Location: a. Style B, Cove: Provide in areas with resilient Flooring & carpet. C. Thickness: 0.125 inch (3.2 mm). D. Height: 4 inches (102 mm) or as indicated on Drawings. E. Lengths: Coils in manufacturer's standard length. F. Outside Corners: Preformed. G. Inside Corners: Preformed. H. Colors: As selected by Architect from full range of industry colors. RESILIENT BASE AND ACCESSORIES 096513-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 2.3 RUBBER MOLDING ACCESSORY A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Forbo. (Basis of Design) 2. Roppe Corporation, USA. 3. Mannington. B. Description: Rubber transition strips. C. Profile and Dimensions: As indicated. D. Locations: Provide rubber molding accessories at all transitions from carpet to VCT. E. Colors and Patterns: As selected by Architect from full range of industry colors. 2A INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex -modified, portland cement based or blended hydraulic -cement -based formulation provided or approved by resilient -product manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by resilient -product manufacturer for resilient products and substrate conditions indicated. Adhesives shall have a VOC content of 50 g/L or less except that adhesive for rubber stair treads shall have a VOC content of 60 g/L or less. C. Stair -Tread Nose Filler: Two-part epoxy compound recommended by resilient stair -tread manufacturer to fill nosing substrates that do not conform to tread contours. D. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of flooring, and in maximum available lengths to minimize running joints. E. Floor Polish: Provide protective, liquid floor -polish products recommended by resilient stair -tread manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture — -- content and other conditions affecting performance of the Work. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products. B. Proceed with installation only after unsatisfactory conditions have been corrected. Installation of resilient products indicates acceptance of surfaces and conditions. RESILIENT BASE AND ACCESSORIES 096513-3 BYU-Idaho Clarke Building Improvements 3.2 PREPARATION BID SET I October 20, 2016 A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Concrete Substrates for Resilient Stair Accessories: Prepare horizontal surfaces according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. 3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing, but not less than 5 or more than 10 pH. 4. Moisture Testing: Proceed with installation only after substrates pass testing according to manufacturer's written recommendations, but not less stringent than the following: a. Perform anhydrous calcium chloride test according to ASTM F 1869. Proceed with installation only after substrates have maximum moisture -vapor -emission rate of 3 Ib of water/1000 sq. ft. (1.36 kg of water/92.9 sq. m) in 24 hours. b. Perform relative humidity test using in situ probes according to ASTM F 2170. Proceed with installation only after substrates have maximum 75 percent relative humidity level. C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate. D. Do not install resilient products until they are the same temperature as the space where they are to be installed. 1. At least 48 hours in advance of installation, move resilient products and installation materials into spaces where they will be installed. E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products. 3.3 RESILIENT BASE INSTALLATION A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material. G. Preformed Corners: Install preformed corners before installing straight pieces. RESILIENT BASE AND ACCESSORIES 096513-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3.4 RESILIENT ACCESSORY INSTALLATION I A. Comply with manufacturer's written instructions for installing resilient accessories. B. Resilient Stair Accessories: C. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of floor covering that would otherwise be exposed. 3.5 CLEANING AND PROTECTION i A. Comply with manufacturer's written instructions for cleaning and protecting resilient products. B. Perform the following operations immediately after completing resilient -product installation: 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum horizontal surfaces thoroughly. - — 3. Damp -mop horizontal surfaces to remove marks and soil. C. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. D. Cover resilient products subject to wear and foot traffic until Substantial Completion. END OF SECTION 096513 RESILIENT BASE AND ACCESSORIES 1096513-5 BYU-Idaho Clarke Building Improvements SECTION - 099123 - INTERIOR PAINTING PART 1 -GENERAL BID SET I October 20, 2016 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 A. 1.3 A. B. C. D. E. F. G. 1.4 A. 1.5 A. 1.6 0 SUMMARY Section includes surface preparation and the application of paint systems on the following interior substrates: 1. Concrete. 2. Gypsum board. DEFINITIONS Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. ACTION SUBMITTALS Product Data: For each type of product. Include preparation requirements and application instructions. DELIVERY, STORAGE, AND HANDLING 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. FIELD CONDITIONS Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F . INTERIOR PAINTING 099123-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 r B. Do not apply paints 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 I 2.1 PAINT, GENERAL I E 1 A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each paint system that are 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, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. C. Colors: USU Standard White. 2.2 PRIMERS/SEALERS — A. Primer Sealer, Latex, Interior: [MPI #50.] B. Primer, Alkali Resistant, Water Based: [MPI #3.] C. Primer Sealer, Interior, Institutional Low OdorNOC: [MPI #149.] D. Primer, Bonding, Water Based: [MPI #17.] 2.3 WATER-BASED PAINTS A. Latex, Interior, Institutional Low OdorNOC, Flat (Gloss Level 1): [MPI #143.] B. Latex, Interior, High Performance Architectural, Semi -Gloss (Gloss Level 5): [MPI #141.] C 2.4 SOURCE QUALITY CONTROL tt� 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 I 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 coatings 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. INTERIOR PAINTING 099123-2 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: Concrete: 12 percent. 2. Masonry (Clay and CMU): 12 percent. 3. Wood: 15 percent. 4. Gypsum Board: 12 percent. 5. Plaster: 12 percent. C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth. D. Plaster Substrates: Verify that plaster is fully cured. E. Spray -Textured Ceiling Substrates: Verify that surfaces are dry. F. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. G. 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 Manual" applicable to substrates 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. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface -applied protection if any. 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. D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." INTERIOR PAINTING 099123-3 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. 4. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. 5. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. 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. E. Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: Paint the following work where exposed in equipment rooms: a. Equipment, including panelboards. 2. Paint the following work where exposed in occupied spaces: a. Other items as directed by Architect. 3. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets that are visible from occupied spaces. 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. 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. INTERIOR PAINTING 099123-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 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. D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 INTERIOR PAINTING SCHEDULE A. Concrete Substrates, Nontraffic Surfaces: 1. Latex System: a. Prime Coat: Primer sealer, latex, interior[, MPI #501. b. Prime Coat: Latex, interior, matching topcoat. C. Intermediate Coat: Latex, interior, matching topcoat. d. Topcoat: Latex, interior, Flat, (Gloss Level 1)[, MPI #53]. B. Gypsum Board Substrates: 1. High -Performance Architectural Latex System: a. Prime Coat: Primer sealer, latex, interior[, MPI 950]. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat. C. Topcoat: Latex, interior, high performance architectural, semi -gloss (Gloss Level 5)[, MPI #141]. END OF SECTION 099123 INTERIOR PAINTING 099123-5 BYU-Idaho Clarke Building Improvements SECTION 101100 - VISUAL DISPLAY UNITS PART 1 -GENERAL 1.1 RELATED DOCUMENTS BID SET I October 20, 2016 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Markerboards. 1.3 DEFINITIONS A. Visual Display Board Assembly: Visual display surface that is factory fabricated into composite panel form, either with or without a perimeter frame; includes markerboards, and tackboards. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for visual display surfaces. B. Shop Drawings: For visual display surfaces. Include plans, elevations, sections, details, and attachments to other work. 1. Show locations of panel joints. 2. Include sections of typical trim members. C. Samples for Initial Selection: For each type of visual display surface indicated, for units with factory - applied color finishes, and as follows: 1. Actual sections of porcelain -enamel face sheet, tackboard assembly and display rail. 2. Fabric swatches of vinyl -fabric -faced tack assemblies. 3. Include accessory Samples to verify color selected. D. Samples for Verification: For each type of visual display surface indicated. 1. Visual Display Surface: Not less than 8-1/2 by 11 inches (215 by 280 mm), mounted on substrate indicated for final Work. Include one panel for each type, color, and texture required. 2. Trim: 6 -inch- (152 -mm-) long sections of each trim profile. 3. Display Rail: 6 -inch- (152 -mm-) long sections. 4. Accessories: Full-size Sample of each type of accessory. E. Product Schedule: For visual display surfaces. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified Installer. VISUAL DISPLAY UNITS 101100-1 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for surface -burning characteristics of fabrics. C. Warranties: Sample of special warranties. 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For visual display surfaces to include in maintenance manuals. 1.7 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of motor -operated, sliding visual display units required for this Project. B. Source Limitations: Obtain visual display surfaces from single source from single manufacturer. C. Surface -Burning Characteristics: As determined by testing identical products according to ASTM E 84 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame -Spread Index: 25 or less. 2. Smoke -Developed Index: 450 or less. D. Preinstallation Conference: Conduct conference at Project site. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver factory -built visual display surfaces, including factory -applied trim where indicated, completely assembled in one piece without joints, where possible. If dimensions exceed maximum manufactured panel size, provide two or more pieces of equal length as acceptable to Architect. When overall dimensions require delivery in separate units, prefit components at the factory, disassemble for delivery, and make final joints at the site. B. Store visual display surfaces vertically with packing materials between each unit. 1.9 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install visual display surfaces until spaces are enclosed and weathertight, wet work in spaces is complete and dry, work above ceilings is complete, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period. B. Field Measurements: Verify actual dimensions of construction contiguous with visual display surfaces by field measurements before fabrication. 1. Allow for trimming and fitting where taking field measurements before fabrication might delay the Work. 1.10 WARRANTY A. Special Warranty for Porcelain -Enamel Face Sheets: Manufacturer's standard form in which manufacturer agrees to repair or replace porcelain -enamel face sheets that fail in materials or workmanship within specified warranty period. VISUAL DISPLAY UNITS 101100-2 BYU-Idaho Clarke Building Improvements Failures include, but are not limited to, the following: a. Surfaces lose original writing and erasing qualities. b. Surfaces exhibit crazing, cracking, or flaking. 2. Warranty Period: 50 years from date of Substantial Completion. PART2-PRODUCTS 2.1 MATERIALS, GENERAL BID SET I October 20, 2016 A. Porcelain -Enamel Face Sheet: Manufacturer's standard steel sheet with porcelain -enamel coating fused to steel; uncoated thickness indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Claridge Products and Equipment, Inc. b. PolyVision Corporation; a Steelcase company. C. Equals as approved by the Architect. 2. Gloss Finish: Gloss as indicated; dry -erase markers wipe clean with dry cloth or standard eraser. B. Particleboard: ANSI A208.1, Grade M-1., made with binder containing no urea formaldehyde, that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." C. Fiberboard: ASTM C 208. D. Extruded Aluminum: ASTM B 221 (ASTM B 221M), Alloy 6063. E. Adhesives: Manufacturer's standard product that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." 2.2 MARKERBOARD ASSEMBLIES A. Porcelain -Enamel Markerboards: Balanced, high-pressure, factory -laminated markerboard assembly of - -- three-ply construction consisting of backing sheet, core material, and 0.021 -inch- (0.53 -mm-) thick, porcelain -enamel face sheet with low -gloss finish. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Claridge Products and Equipment, Inc. b. PolyVision Corporation; a Steelcase company. 2. Manufacturer's Standard Core: Minimum 1/4 inch (6 mm) thick, with manufacturer's standard moisture -barrier backing. 3. Laminating Adhesive: Manufacturer's standard, moisture -resistant thermoplastic type. B. backing. VISUAL DISPLAY UNITS 101100-3 BYU-Idaho Clarke Building Improvements 2.3 A. B. MARKERBOARD ACCESSORIES BID SET I October 20, 2016 Aluminum Frames and Trim: Fabricated from not less than 0.062 -inch- (1.57 -mm-) thick, extruded aluminum; standard size and shape. Factory -Applied Trim: Manufacturer's standard. Chalktray: Manufacturer's standard, continuous. 1. Solid Type: Extruded aluminum with ribbed section and smoothly curved exposed ends. 2.4 FABRICATION A. 11 C. 2.5 A. B. C. 2.6 A. 2.7 A. Porcelain -Enamel Visual Display Assemblies: Laminate porcelain -enamel face sheet and backing sheet to core material under heat and pressure with manufacturer's standard flexible, waterproof adhesive. Visual Display Boards: Factory assemble visual display boards unless otherwise indicated. Where factory -applied trim is indicated, trim shall be assembled and attached to visual display boards at manufacturer's factory before shipment. Aluminum Frames and Trim: Fabricate units straight and of single lengths, keeping joints to a minimum. Miter corners to a neat, hairline closure. 1. Where factory -applied trim is indicated, trim shall be assembled and attached to visual display units at manufacturer's factory before shipment. GENERAL FINISH REQUIREMENTS Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. ALUMINUM FINISHES Baked -Enamel or Powder -Coat Finish: AAMA 2603 except with a minimum dry film thickness of 1.5 mils (0.04 mm). Comply with coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish. VISUAL DISPLAY SURFACE SCHEDULE Visual Display Board: Factory assembled. Markerboard: Porcelain -enamel markerboard assembly. a. Color: As selected by Architect from full range of industry colors. 2. Corners: Square. VISUAL DISPLAY UNITS 101100-4 BYU-Idaho Clarke Building Improvements BID SET I October 20, 2016 3. Width: As indicated on Drawings. 4. Height: As indicated on Drawings. 5. Mounting: Wall, 6. Mounting Height: As indicated on Drawings. 7. Factory] -Applied Aluminum Trim: powder -coat finish. a. Color: As selected by Architect from full range of industry colors and color densities. B. Accessories: a. Chalktray: Solid type. b. Map rail with display rail. B. Visual Display Rail: Factory assembled. 1. Tack Surface: Vinyl -fabric -faced tackboard assembly. a. Color: As selected by Architect from full range of industry colors. 2. Size: 2 inches (50 mm) high by length indicated on Drawings. 3. Edges: Extruded -aluminum trim. 4. Ends: Aluminum. 5. Aluminum Finish: Powder -coat to match display boards. PART 3 -EXECUTION 3.1 3.2 3.3 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances, surface conditions of wall, and other conditions affecting performance of the Work. B. Examine walls and partitions for proper preparation and backing for visual display surfaces. C. Examine walls and partitions for suitable framing depth where sliding visual display units will be installed. D. Proceed with installation only after unsatisfactory conditions have been corrected. PREPARATION A. Comply with manufacturer's written instructions for surface preparation. B. Clean substrates of substances that could impair the performance of and affect the smooth, finished surfaces of visual display boards, including dirt, mold, and mildew. C. Prepare surfaces to achieve a smooth, dry, clean surface free of flaking, unsound coatings, cracks, defects, projections, depressions, and substances that will impair bond between visual display surfaces and wall surfaces. INSTALLATION, GENERAL A. General: Install visual display surfaces in locations and at mounting heights indicated on Drawings, or if not indicated, at heights indicated below. Keep perimeter lines straight, level, and plumb. Provide grounds, clips, backing materials, adhesives, brackets, anchors, trim, and accessories necessary for complete installation. VISUAL DISPLAY UNITS 101100-5 BYU-Idaho Clarke Building Improvements 3.4 3.5 3.6 3.7 BID SET I October 20, 2016 Mounting Height: As indicated on drawings or 36 inches (914 mm) above finished Floor to top of chalktray if not indicated. INSTALLATION OF FACTORY -FABRICATED VISUAL DISPLAY BOARDS AND ASSEMBLIES A. Visual Display Boards: Attach concealed clips, hangers, and grounds to wall surfaces and to visual display boards with fasteners at not more than 16 inches (400 mm) o.c. Secure both top and bottom of boards to walls. INSTALLATION OF VISUAL DISPLAY RAILS A. Display Rails: Install rails in locations and at mounting heights indicated on Drawings, or if not indicated, at height indicated below. Attach to wall surface with fasteners at not more than 16 inches (400 mm) o.c. 1. Mounting Height: As indicated on drawings or 60 inches (1524 mm) above finished Floor to top of rail if not indicated. CLEANING AND PROTECTION A. Clean visual display surfaces according to manufacturer's written instructions. Attach one cleaning label to visual display surface in each room. B. Touch up factory -applied finishes to restore damaged or soiled areas. C. Cover and protect visual display surfaces after installation and cleaning. DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain motor -operated, sliding visual display units. END OF SECTION 101100 VISUAL DISPLAY UNITS 101100-6