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HomeMy WebLinkAboutPROJECT MANUAL - 23-00586 - Rexburg 3rd Ward - ADA RampPROJECT MANUAL For the Construction of: Rostrum Ramp Remodel Rexburg 3 Ward Rexburg I daho Stake Rexburg , Idaho August 202 3 990 John Adams Parkway, P.O. Box 2212, Idaho Falls, Idaho 83403 -2212 Telephone:(208) 522 -8779/Fax :(208) 522 -8785 /Email:nbw@ nbwarchitects.com INTRODUCTORY INFORMATION Project Manual for Rostrum Ramp Remodel Rexburg 3 Ward Rexburg Idaho Stake Rexburg, Idaho Church Property #507-4746 Architect Project #22008 August 2023 Architect NBW Architects, P.A. 990 John Adams Parkway P.O. Box 2212 Idaho Falls, ID 83403-2212 Telephone: 208-522-8779 Fax: 208-522-8785 Table of Contents - 1 - Document 00 0110 T A B L E o f C O N T E N T S PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP INTRODUCTORY INFORMATION 00 0000 I N T R O D U C T I O N 00 0101 PROJECT TITLE PAGE 00 0110 TABLE OF CONTENTS PROCUREMENT REQUIREMENTS SUBGROUP 00 1000 S O L I C I T A T I O N 00 1116 INVITATION TO BID 00 2000 I N S T R U C T I O N S FOR P R O C U R E M E N T 00 2113 INSTRUCTIONS TO BIDDERS 00 4500 R E P R E S E N T A T I O N S AND C E R T I F I C A T I O N S 004549 CONSTRUCTION MATERIAL ASBESTOS REPRESENTATION CONTRACTING REQUIREMENTS SUBGROUP 00 7000 C O N D I T I O N S O F T H E C O N T R A C T 00 7213 SMALL PROJECT AGREEMENT BETWEEN OWNER AND CONTRACTOR 00 7301 SUPPLEMENTARY CONDITIONS SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S 01 1000 S U M M A R Y 01 1100 SUMMARY OF WORK 01 1200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 01 2000 PRICE AND PAYMENTS PROCEDURES 01 2100 ALLOWANCES 01 3000 A D M I N I S T R A T I V E R E Q U I R E M E N T S 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES Table of Contents - 2 - Document 00 0110 01 4000 Q U A L I T Y R E Q U I R E M E N T S 01 4000 QUALITY REQUIREMENTS 01 4301 QUALITY ASSURANCE - QUALIFICATIONS 01 4523 TESTING AND INSPECTION SERVICES 01 5000 T E M P O R A R Y F A C I L I T I E S A N D C O N T R O L S 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 6000 P R O D U C T R E Q U I R E M E N T S 01 6100 PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 01 6400 OWNER-FURNISHED PRODUCTS 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 01 7000 E X E C U T I O N A N D C L O S E O U T R E Q U I R E M E N T S 01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS FACILITY CONSTRUCTION SUBGROUP D I V I S I O N 02: E X I S T I N G C O N D I T I O N S 02 4113 SELECTIVE DEMOLITION D I V I S I O N 03: C O N C R E T E 03 4800 PRECAST CONCRETE SPECIALTIES D I V I S I O N 04: N O T U S E D D I V I S I O N 05: M E T A L S 05 0523 METAL FASTENING 05 1223 STRUCTURAL STEEL FOR BUILDINGS 05 5215 STAINLESS STEEL HANDRAILS D I V I S I O N 06: W O O D, P L A S T I C, A N D C O M P O S I T E S 06 1011 WOOD FASTENINGS 06 1100 WOOD FRAMING 06 1636 WOOD PANEL PRODUCT SHEATHING 06 2001 COMMON FINISH CARPENTRY REQUIREMENTS 06 2210 MISCELLANEOUS WOOD TRIM 06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS 06 4115 ROSTRUM CASEWORK 06 4216 FLUSH WOOD PANELING 06 4313 WOOD STAIRS 06 4512 ARCHITECTURAL WOODWORK WOOD TRIM D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N 07 2116 BLANKET INSULATION 07 2419 WATER-DRAINAGE EIFS 07 2719 PLASTIC SHEET AIR BARRIER 07 9213 ELASTOMERIC JOINT SEALANTS D I V I S I O N 08: O P E N I N G S 08 4113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08 8100 GLASS GLAZING Table of Contents - 3 - Document 00 0110 D I V I S I O N 09: F I N I S H E S 09 0193 REFINISH INTERIOR HARDWOOD 09 2900 GYPSUM BOARD 09 6816 SHEET CARPET: BACK CUSHION, DIRECT GLUE 09 9001 COMMON PAINTING AND COATING REQUIREMENTS 09 9114 EXTERIOR PAINTED CMU, CONCRETE, STUCCO 09 9123 INTERIOR PAINTED GYPSUM BOARD, PLASTER 09 9324 INTERIOR CLEAR-FINISHED HARDWOOD 09 9413 INTERIOR TEXTURED FINISHING D I V I S I O N 10 T H R U D I V I S I O N 49: N O T U S E D END OF TABLE OF CONTENTS PROCUREMENT REQUIREMENTS Bidding Requirements for Small Projects US 221011 Page 1 of 10 BIDDING REQUIREMENTS FOR SMALL PROJECTS (U.S.) Bidding Requirements for Small Projects US 221011 Page 2 of 10 BLANK PAGE Bidding Requirements for Small Projects US 221011 Page 3 of 10 INVITATION TO BID (U.S.) 1. CONTRACTORS INVITED TO BID THE PROJECT: J&S Construction KT Construction Rivers West 2. PROJECT: Rexburg 3 Ramp 3. LOCATION: 345 South 3rd West, Rexburg, Idaho 83440 4. OWNER: The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole c/o Logan C. King - Meetinghouse Facilities Project Manager The Church of Jesus Christ of Latter-Day Saints North America Project Management Office 50 E North Temple St. COB12 Salt Lake City, UT 84150-0012 5. CONSULTANT: NBW Architects, P.A. 990 John Adams Parkway P.O. Box 2212 Idaho Falls, Idaho 83403 6. DESCRIPTION OF PROJECT: A. Remodel of existing rostrum for the addition of an ADA ramp. B. Products or systems may be provided through relationships the Owner has negotiated with suppliers as indicated in the Specifications. 7. TYPE OF BID: Bids will be on a lump-sum basis. Segregated bids will not be accepted. 8. TIME OF SUBSTANTIAL COMPLETION: The time limit for substantial completion of this work will be 45 calendar days and will be as noted in the Agreement. 9. BID OPENING: Bids will be received by Owners preferred method at (time and date at place) to be announced. Bids will be publicly opened at (time and date at place) to be announced. 10. BIDDING DOCUMENTS: A. Bidding Documents may be examined at the following plan room locations: 1) 2) Bidding Requirements for Small Projects US 221011 Page 4 of 10 B. Bidding Documents may be obtained from the Architect. C. Bidding Documents may be obtained from Owner’s electronic bidding tool (ConsLog). 11. BIDDER’S QUALIFICATIONS: Bidding by the Contractors will be by invitation only. 12. OWNER’S RIGHT TO REJECT BIDS: Owner reserves the right to reject any or all bids and to waive any irregularity therein. END OF DOCUMENT BLANK PAGE Bidding Requirements for Small Projects US 221011 Page 5 of 10 INSTRUCTIONS TO BIDDERS (U.S.) 1. DOCUMENTS: A. Bidding Documents include Bidding Requirements and proposed Contract Documents. Proposed Contract Documents consist of: 1) Agreement Between Owner and Contractor for Small Project (U.S.) 2) Other documents included by reference 3) Addenda. B. Bidding Requirements are those documents identified as such in proposed Project Manual. C. Addenda are written or graphic documents issued prior to execution of the Contract which modify or interpret the Bidding Documents. They become part of the Contract Documents as noted in the Agreement Between Owner and Contractor for Small Project (U.S.) upon execution of the Agreement by Owner. 2. BIDDER'S REPRESENTATIONS: A. By submitting a bid proposal, bidder represents that 1) Bidder has carefully studied and compared Bidding Documents with each other. Bidder understands the Bidding Documents and the bid is fully in accordance with the requirements of those documents, 2) Bidder has thoroughly examined the site and any building located thereon, has become familiar with local conditions which might directly or indirectly affect contract work, and has correlated its personal observations with requirements of proposed Contract Documents, and 3) Bid is based on materials, equipment, and systems required by Bidding Documents without exception. 3. BIDDING DOCUMENTS: A. Copies 1) Owner will provide the Bidding Documents as set forth in the Invitation to Bid. 2) Partial sets of Bidding Documents will not be issued. B. Interpretation or Correction of Bidding Documents 1) Bidders will request interpretation or correction of any apparent errors, discrepancies, and omissions in the Bidding Documents. 2) Corrections or changes to Bidding Documents will be made by written Addenda. C. Substitutions and Equal Products 1) Generally speaking, substitutions for specified products and systems, as defined in the Uniform Commercial Code, are not acceptable. However, equal products may be approved upon compliance with Contract Document requirements. 2) Base bid only on materials, equipment, systems, suppliers or performance qualities specified in the Bidding documents. 3) Where a specified product is identified as a "quality standard", products of other manufacturers that meet the performance, properties, and characteristics of the specified "quality standard" may be used without specific approval as a substitute. D. Addenda - Addenda will be sent to bidders and to locations where Bidding Documents are on file no later than 2 business days prior to bid opening. Bidding Requirements for Small Projects US 221011 Page 6 of 10 4. BIDDING PROCEDURES: A. Form and Style of Bids 1) Use Owner’s online bidding tool. 2) Fill in all blanks on online bidding tool. Signatures will be executed by representative of bidder duly authorized to make contracts. 3) Bids will bear no information other than that requested on bid form. Do not delete from or add to the information requested on the bid form. B. Submission of Bids 1) Follow the instructions in the Owner’s bidding tool when submitting your bid. 2) It is bidder's sole responsibility to see that its bid is received at specified time. 3) No oral, facsimile transmitted, telegraphic, or telephonic bids, modifications, or cancellations will be considered. C. Modification or Withdrawal of Bid 1) Bidder guarantees there will be no revisions or withdrawal of bid amount for 45 days after bid opening. 2) Prior to bid opening, bidders may withdraw bid from Owner’s bidding tool. 5. CONSIDERATION OF BIDS: A. Opening Of Bids - See Invitation to Bid. B. Rejection of Bids - Owner reserves right to reject any or all bids and to waive any irregularity therein. C. Acceptance Of Bid 1) No bidder will consider itself under contract after opening and reading of bids until Agreement between Owner and Contractor is fully executed. 2) Bidder's past performance, organization, subcontractor selection, equipment, and ability to perform and complete its contract in manner and within time specified, together with amount of bid, will be elements considered in award of contract. 6. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR: A. Agreement form will be “Small Project Agreement Between Owner and Contractor (U.S.)” and “Supplementary Conditions for Small Project Agreement (U.S.). 7. MISCELLANEOUS: A. Pre-Bid Conference. A pre-bid conference may be held at a time and place to be announced. B. Examination Schedule for Existing Building and Site 1) Site may be examined at the pre-bid conference. END OF DOCUMENT Bidding Requirements for Small Projects US 221011 Page 7 of 10 INFORMATION AVAILABLE TO BIDDERS (U.S.) 1. GEOTECHNICAL DATA A. Geotechnical Report - 1) Owner has secured the services of a geotechnical engineer to aid in design of the Project. Following conditions apply - a) A geotechnical report has been prepared by , referred to as the Geotechnical Engineer. b) A copy of this report will be issued to each invited Contractor. c) This report was obtained solely for use in design by Consultant and is not a part of the Contract Documents. It is not intended that Contractor rely on geotechnical engineer's report. d) Reports are provided for Contractor's information but are not a warranty of subsurface conditions. 2) Prior to bidding, Contractor may make his own subsurface investigations to satisfy himself with site and subsurface conditions. 2. ASBESTOS-CONTAINING MATERIAL (ACM) A. The building upon which work is being performed has been examined for asbestos - containing material. The following have been identified as containing asbestos in the areas of the building being worked on as part of this Project: 1) B. Refer to Section , Article for requirements to be followed. END OF DOCUMENT Bidding Requirements for Small Projects US 221011 Page 8 of 10 BLANK PAGE Bidding Requirements for Small Projects US 221011 Page 9 of 10 CONSTRUCTION MATERIAL ASBESTOS STATEMENT (U.S.) PROJECTS FOR: THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, a Utah corporation sole Building Name: Building Plan Type: Building Address: Building Owner: The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole. Project Number: Completion Date: As PROJECT CONSULTANT and principal in charge; based on my best knowledge, information, inspection, and belief; I certify that on the above referenced Project, no asbestos -containing building materials were specified in the construction documents or given approval in shop drawings or submittals. Project Consultant and Principal in Charge (signature) Date Company Name As GENERAL CONTRACTOR in charge of construction; based on my best knowledge, information, inspection, and belief; I affirm that on the above-referenced Project, no asbestos-containing building materials were used in the construction. General Contractor (signature) Date Company Name Bidding Requirements for Small Projects US 221011 Page 10 of 10 BLANK PAGE CONTRACTING REQUIREMENTS Bidding Requirements for Small Projects US 221011 Page 1 of 8 PAGE Bidding Requirements for Small Projects US 221011 Page 2 of 8 Bidding Requirements for Small Projects US 221011 Page 3 of 8 Bidding Requirements for Small Projects US 221011 Page 4 of 8 Bidding Requirements for Small Projects US 221011 Page 5 of 8 Bidding Requirements for Small Projects US 221011 Page 6 of 8 Bidding Requirements for Small Projects US 221011 Page 7 of 8 Bidding Requirements for Small Projects US 221011 Page 8 of 8 BLANK PAGE Supplementary Conditions for Small Project Agreement US 210211 Page 1 of 1 SUPPLEMENTARY CONDITIONS FOR SMALL PROJECT AGREEMENT BETWEEN OWNER AND CONTRACTOR (U.S.) ITEM 1 - GENERAL 1. Conditions of the Small Project Agreement Between Owner and Contractor (U.S.) apply to each Division of the Specifications. 2. Provisions contained in Division 01 apply to all Divisions of the Specifications. ITEM 2 - LIQUIDATED DAMAGES PAYABLE TO OWNER This section may be included as a separate additional paragraph to the Small Project Agreement Between Owner and Contractor (U.S.), at Owner’s discretion: Delay in Completion of the Work. For each day after the expiration of the designated Time of Completion that Contractor has not completed the Work, Contractor will pay Owner the amount of Two Hundred and Fifty dollars ($250.00) per day as liquidated damages for Owner's loss of use and the added administrative expense to Owner to administer the Project during the period of delay. In addition, Contractor will reimburse Owner for any additional Architect's fees, attorneys’ fees, expert fees, consultant fees, copy costs, and other expenses incurred by Owner as a result of the delay. Owner may deduct any liquidated damages or reimbursable expenses from any money due or to become due to Contractor. If the amount of liquidated damages and reimbursable expenses exceeds any amounts due to Contractor, Contractor will pay the difference to Owner within ten (10) days after receipt of a written request from Owner for payment. ITEM 3 - STATE SPECIFIC SUPPLEMENTARY CONDITIONS Idaho N/A SPECIFICATIONS Table of Contents - 1 - 01 0000 D I V I S I 0 N 01: G E N E R A L R E Q U I R E M E N T S 01 1000 SUMMARY 01 1100 SUMMARY OF WORK 01 1200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 01 2000 PRICE AND PAYMENTS PROCEDURES 01 2100 ALLOWANCES 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES 01 4000 QUALITY REQUIREMENTS 01 4000 QUALITY REQUIREMENTS 01 4301 QUALITY ASSURANCE - QUALIFICATIONS 01 4523 TESTING AND INSPECTION SERVICES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 6000 PRODUCT REQUIREMENTS 01 6100 PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 01 6400 OWNER-FURNISHED PRODUCTS 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 1 - Division 01 DIVISION 01 SECTION 01 0000 GENERAL REQUIREMENTS: R&I PROJECT 01 1000 SUMMARY 01 1200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 01 2100 ALLOWANCES 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES 01 4000 QUALITY REQUIREMENTS 01 4301 QUALITY ASSURANCE – QUALIFICATIONS 01 4523 TESTING AND INSPECTING SERVICES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 6100 PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 01 6400 OWNER-FURNISHED PRODUCTS 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 01 7000 EXECUTION REQUIREMENTS 01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS SECTION 01 1000 SUMMARY A. Provisions contained in Division 01 apply to all other sections and divisions of Specifications. All instructions contained in Specifications are directed to Contractor. Unless specifically provided otherwise, all obligations set forth in Specifications are obligations of Contractor. B. Comply with applicable laws and regulations. C. Owner may provide furnishings and/or equipment for Project. Contractor will receive, store, and protect such items on site until the date Owner accepts Project. D. Work by Owner: Owner will furnish and install some portions of the Work with its own forces. Complete the Work necessary to accommodate the Work to be performed by Owner before scheduled date for performance of such Work. SECTION 01 1200 MULTIPLE CONTRACT SUMMARY A. Separate Contracts may be issued by Owner for performance of certain construction operations at Project site. Contractor will afford other contractors reasonable opportunity to place and store their materials and equipment on site and to perform their work and will properly connect and coordinate its work with theirs where applicable. SECTION 01 1400 WORK RESTRICTIONS A. During construction period, Contractor will have use of premises for construction operations. Contractor will ensure that Contractor, its employees, subcontractors, and employees comply with following requirements: 1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site beyond Contract limits. 2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project Site. 3. Do not allow use of tobacco in any form on Project Site. 4. Do not allow pornographic or other indecent materials on site. 5. Do not allow work on Project Site on Sundays except for emergency work. 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 2 - Division 01 6. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing The Work. 7. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on Project Site. 8. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music within existing facilities. 9. Do not build fires on Project Site. 10. Do not allow weapons on Project Site, except those carried by law enforcement officers and/or other uniformed security personnel who have been retained by Owner or Contractor to provide security services. B. Existing Facilities: 1. If Owner will occupy existing building, reasonably accommodate use of existing facilities by Owner. SECTION 01 2100 ALLOWANCES A. Include following Allowances in bid: 1. Division 09: Finishes a. Section 09 0193 ‘Refinishing Interior Clear Finished Hardwood’. Allow $2,500.00 B. If the actual purchase price differs from Allowance, change order will be issued adjusting Contract Sum by amount of difference. C. Actual purchase price is actual amount paid by Contractor, including applicable sales and use taxes, before taking into account cash discounts for prompt payment. SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS A. Coordinate construction activities to ensure efficient and orderly installation of each pa rt of the Work. Coordinate construction operations that are dependent upon each other for proper installation, connection, and operation. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION A. Multiple Contract Coordination: 1. Contractor shall be responsible for coordination of Temporary Facilities and Controls, Construction Waste Management and Disposal services, and Final Cleaning for entire Project unless directed otherwise by Owner’s Representative for those who perform work on Project from Notice to Proceed to date of Substantial Completion. B. Preconstruction Conference: 1. Attend preconstruction conference and organizational meeting scheduled by Architect or Owner Representative at Project site or other convenient location. 2. Be prepared to discuss items of significance that could affect progress, including such topics as: a. Construction schedule, equipment deliveries, general inspection of tests, preparation of record documents and O&M manuals, project cleanup, security, shop drawings, samples, use of premises, work restrictions, and working hours. SECTION 01 3300 SUBMITTAL PROCEDURES A. Coordination preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently before performance of related construction activities to avoid delay. B. Allow sufficient review time so installation will not be delayed by time required to process submittals. C. Place permanent label or title block on each submittal for identification. Include name of entity that prepared each submittal on label or title block. 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 3 - Division 01 D. Package each submittal appropriately for transmittal and handling. SECTION 01 3500 SPECIAL PROCEDURES A. Hot Work Permit (Available from Owner's Representative): 1. Required for doing hot work involving open flames or producing heat or sparks such as: a. Brazing. b. Cutting. c. Grinding. d. Soldering. e. Thawing pipe. f. Torch applied roofing. g. Welding. SECTION 01 4000 QUALITY REQUIREMENTS A. Testing and inspecting services are used to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contrac t Document requirements. B. Conflicting Requirements: If compliance with two or more standards is specified and standards establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent requirement. C. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be the minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. D. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to verify compliance and guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. E. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements performed by Contractor. They do not include inspections, tests or related actions performed by Architect or Owner Representative, governing authorities or independent agencies hired by Owner or Architect: 1. Where services are indicated as Contractor's responsibility, engage qualified Testing Agency to perform these quality control services: a. Contractor will not employ same testing entity engaged by Owner, without Owner’s written approval. F. Notify Owner immediately if asbestos-containing materials or other hazardous materials are encountered while performing the Work. G. Submit to Owner permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records establishing compliance with standards and regulations bearing upon performance of the Work. H. Repair And Protection: 1. On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 2. Protect construction exposed by or for Quality Assurance and Quality Control activities. 3. Repair and protection are Contractor’s responsibility, regardless of assignment of responsibility for Quality Assurance and Quality Control Services. SECTION 01 4301 QUALITY ASSURANCE - QUALIFICATIONS A. Qualifications: Qualifications in this Section establish minimum qualification levels required; individual Specification Sections specify additional requirements: 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 4 - Division 01 1. Fabricator / Supplier / Installer Qualifications: a. Firm experienced in producing products similar to those indicated for this Project and with record of successful in-service performance, as well as sufficient production capacity to produce required units: 1) Where heading ‘VMR (Value Managed Relationship) Suppliers / Installers' is used to identify list of specified suppliers or installers, Owner has established relationships that extend beyond requirements of this Project. No other suppliers / installers will be acceptable. Follow specified procedures to preserve relationships between Owner and specified suppliers / installers and advantages that accrue to Owner from those relationships. 2) Where heading 'Acceptable or Approved Suppliers / Installers / Fabricators' is used to identify list of specified suppliers / installers / fabricators, use only one of listed suppliers / installers / fabricators. No others will be acceptable. 2. Factory-Authorized Service Representative Qualifications: a. Authorized representative of manufacturer who is trained and approved by m anufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. 3. Installer Qualifications: a. Firm or individual experienced in installing, erecting, or assembling work simila r in material, design, and extent to that indicated for this Project, whose work has resulted in construction with record of successful in-service performance. 4. Manufacturer Qualifications: a. Firm experienced in manufacturing products or systems similar to those indicated for this Project and with record of successful in-service performance, as well as sufficient production capacity to produce required units. 5. Manufacturer’s Field Services Qualifications: a. Experienced authorized representative of manufacturer to inspect field -assembled components and equipment installation, including service connections. 6. Professional Engineer Qualifications: a. Professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineer ing services of kind indicated: 1) Engineering services are defined as those performed for installations of system, assembly, or products that are similar to those indicated for this Project in material, design, and extent. 7. Specialists: a. Certain sections of Specifications require that specific construction activities will be performed by entities who are recognized experts in those operations: 1) Specialists will satisfy qualification requirements indicated and will be engaged for activities indicated. 2) Requirement for special will not supersede building codes and regulations governing the Work. 8. Testing Agency Qualifications: a. Independent Testing Agency with experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E329; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. b. Testing Laboratory: 1) AASHTO Materials Reference Laboratory (AMRL) Accreditation Program. 2) Cement and Concrete Reference Laboratory (CCRL). 3) Nationally Recognized Testing Laboratory (NRTL): Nationally recognized testing laboratory according to 29 CFR 1910.7. 4) National Voluntary Laboratory (NVLAP): Testing Agency accredited according to National Institute of Standards and Technology (NIST) Technology Administration, U. S. Department of Commerce Accreditation Program. SECTION 01 4523 TESTING AND INSPECTION SERVICES A. Submittals: 1. Certificates: Testing Agency will submit certified written report of each inspection, test, or similar service. 2. Tests and Evaluation Reports: a. Testing Agency or Agencies will prepare logs, test reports, and certificates applicable to specific tests and inspections and deliver copies to Owner’s Representative and to each of following if 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 5 - Division 01 involved on project: Architect, Consulting Engineers (Engineer of Record), General Contractor, Authorities Having Jurisdiction (if required). 3. Testing Agency: a. Qualifications of Testing Agency management, personnel, inspector and technicians designated to project. b. Provide procedures for non-destructive testing, equipment calibration records, personnel training records, welding inspection, bolting inspection, shear connector stud inspection, and seismic connection inspections. B. Quality Assurance: 1. Owner or Owner’s designated representative(s) will perform quality assurance. Owner’s quality assurance procedures may include observations, inspections, testing, verification, monitoring and any other procedures deemed necessary by Owner to verify compliance with Contract Documents. 2. Owner will employ independent Testing Agencies to perform certain specified testing, as Owner deems necessary. 3. Certification: a. Product producers and associations, which have instituted approved systems of quality control and which have been approved by document approval agencies, are not required to have further testing. b. Concrete mixing plants, plants producing fabricated concrete and wood or plywood products certified by agency, lumber, plywood grade marked by approved associates, and materials or equipment bearing underwriters’ laboratory labels require no further testing and inspection. 4. Written Practice for Quality Assurance: a. Testing Agency will maintain written practice for selection and administration of inspection personnel, describing training, experience, and exami nation requirements for qualification and certification of inspection personnel. b. Written practice will describe testing agency procedures for determining acceptability of structure in accordance with applicable codes, standards, and specifications. c. Written practice will describe Testing Agency inspection procedures, including general inspection, material controls, visual welding inspection, and bolting inspection. C. Quality Control: 1. Quality Control will be sole responsibility of Contractor. Contractor will be responsible for testing, coordination, start-up, operational checkout, and commissioning of all items of the Work included in Project. All costs for these services will be included in Contractor’s cost of the Work . 2. Notify results of all Testing and Inspection performed by Contractor’s independent Testing Agencies to Architect and/or Owner’s Representative within 24 hours of test or inspection having been performed : a. Testing and Inspection Reports will be distributed as follows: 1) 1 copy to Owner’s Representative. 2) 1 copy to Architect. 3) 1 copy to Consulting Engineer(s) (Engineer of Record). 4) 1 copy to Authorities Having Jurisdiction (if required). 3. Contractor’s Responsibility: a. Owner’s employment of an independent Testing Agency does not relieve Contractor of Contractor’s obligation to perform the Work in strict accordance with requirements of Contract Documents . b. Tests and inspections that are not explicitly assigned to Owner are responsibility of Contractor. c. Cooperate with Testing Agency(s) performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify Testing Agency before operations to allow assignment of personnel. Auxiliary services required include but are not limited to : 1) Providing access to the Work and furnishing incidental labor, equipment, and facilities deemed necessary by Testing Agency to facilitate inspections and tests at no additional cost to Owner. 2) Taking adequate quantities of representative samples of materials that require testing or helping Testing Agency in taking samples. 3) Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. 4) Providing Testing Agency with preliminary design mix proposed for use for materials mixes that require control by Testing Agency. d. For any requested inspection, Contractor will complete prior inspections to ensure that items are ready for inspection. e. All Work is subject to testing and inspection and verification of correct operation. f. Comply: 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 6 - Division 01 1) Upon completion of Testing Agency’s inspection, testing, sample-taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. 2) Comply with Contract Documents in making such repairs. g. Data: 1) Furnish records, drawings, certificates, and similar data as may be required by testing and inspection personnel to assure compliance with Contract Documents. h. Defective Work (Non-Conforming Work): Non-conforming Work as covered in General Conditions applies, but is not limited to following requirements Protection: 1) Where results of inspections, tests, or similar services show that the Work does not comply with Contract Document requirements, correct deficiencies in the Work promptly to avoid work delays. 2) Where testing personnel take cores or cut-outs to verify compliance, repair prior to acceptance. 3) Contractor will be responsible for any and all costs incurred resulting from inspection that was scheduled prematurely or retesting due to failed tests. 4) Remove and replace any Work found defective or not complying with contract document requirements at no additional cost to Owner. 5) Should test return unacceptable results, Contractor will bear all costs of retesting and re- inspection as well as cost of all material consumed by testing, and replacement of unsatisfactory material and/or workmanship. i. Protection: 1) Protect construction exposed by or for quality assurance and quality control service activities, and protect repaired construction. j. Scheduling: Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities: 1) Schedule testing and inspections in advance so as not to delay the Work and to eliminate any need to uncover the Work for testing or inspection. 2) Notify Testing Agency and Architect or Owner as noted in Sections in Division 01 thru Division 50 prior to any time required for such services. 3) Incorporate adequate time for performance of all inspections and correction of noted deficiencies. 4) Schedule sequence of activities to accommodate required services with minimum of delay. 5) Schedule sequence of activities to avoid necessity of removing and replacing construction to accommodate testing and inspections. k. Test and Inspection Log: 1) Provide system of tracking all field reports, describing items noted, and resolution of each item. Prepare record of tests and inspections. Include following requirements: (a) Date test or inspection was conducted. (b) Description of the Work tested or inspected. (c) Date test or inspection results were transmitted to Architect or Owner Representative. (d) Identification of Testing Agency or inspector conducting test or inspection. 2) Maintain log at Project site. Post changes and mo difications as they occur. Provide access to test and inspection log for Architect's or Owner’s reference during normal working hours. D. Tests And Inspections - General: 1. Testing specifically identified to be conducted by Owner, will be performed by an indep endent entity and will be arranged and paid for by Owner. 2. Individual Sections in Division 01 through Division 50 indicate if Owner will provide testing and inspection of the Work of that Section. 3. Owner may engage additional consultants for testing, air balancing, commissioning, or other special services: a. Activities of any such Owner consultants are in addition to Contractor testing of materials or systems necessary to prove that performance is in compliance with Contract requirements. b. Contractor must cooperate with persons and firms engaged in these activities. 4. Tests include but not limited to those described in detail in 'Field Quality Control' in Part 3 of Individual Sections in Divisions 01 through Division 50. 5. Taking Specimens: a. Only testing laboratory shall secure, handle, transport, or store any samples and specimens for testing. 6. Scheduling Testing Agency: 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 7 - Division 01 a. Contractor will coordinate the Work and facilitate timeliness of such testing and inspecting services so as not to delay the Work. b. Contractor will notify Testing Agency and Architect or Owner Representative to schedule tests and / or inspections. E. Testing Agency Services And Responsibility: 1. Testing Agency, including independent testing laboratories, will be licensed and authorized to operate in jurisdiction in which Project is located: a. Approved Testing Agency Qualifications: Requirements of Section 01 4301 apply. 2. Testing and Inspection Services: a. Testing Agency will not release, revoke, alter, or increase Contract Document requirements or approve or accept any portion of the Work. b. Testing Agency will not give direction or instruction to Contractor. c. Testing Agency will have full authority to see that the Work is performed in strict accordance with requirements of Contract Documents and directions of Owner’s Representative and/or Architect. d. Testing Agency will not provide additional testing and inspection services beyond scope of the Work without prior approval of Owner’s Representative and/or Architect. 3. Testing Agency Duties: a. Independent Testing Agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual specification Sections will cooperate with Architect or Owner Representative and Contractor in performance of its duties and will provide qualified personnel to perform required inspections and tests. b. Testing Agency will test or obtain certificates of tests of materials and methods of construction, as described herein or elsewhere in technical specification. c. Testing Agency will provide management, personnel, equipment, and services necessary to perform testing functions as outlined in this section. d. Testing Agency must have experience and capability to conduct testing and inspecting indicated by ASTM standards and that specializes in types of tests and inspections to be performed. e. Testing Agency will comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, ASTM C1093, ASTM D3666, ASTM D3740, and other relevant ASTM standards. f. Testing Agency must calibrate all testing equipment at reasonable intervals (minimum yearly) with accuracy traceable to either National Bureau of Standards or accepted values of natural physical constants. g. Welding Procedure Review: Testing Agency will provide review and approval or rejection of all welding procedures to be used and verify compliance with all reference standard requirements. 4. Testing and Inspection Reports: a. Conduct and interpret tests and inspections and state in each report whether tested and inspected Work complies with or deviates from requirements. b. Laboratory Reports: Testing Agency will furnish reports of materials and construction as required, including: 1) Description of method of test. 2) Identification of sample and portion of the Work tested: (a) Description of location in the Work of sample. (b) Time and date when sample was obtained. (c) Weather and climatic conditions at time when sample was obtained. 3) Evaluation of results of tests including recommendations for action. c. Inspection Reports: 1) Testing Agency will furnish “Inspection at Site” reports for each site visit documenting activities, observations, and inspections. 2) Include notation of weather and climatic conditions, time and date conditions and status of the Work, actions taken, and recommendations or evaluation of the Work. d. Reporting Testing and Inspection (Conforming Work): 1) Submit testing and inspection reports as required within twenty four (24) hours of test or inspection having been performed. e. Reporting Testing and Inspection Defective Work (Non-Conforming Work): 1) Testing Agency, upon determination of irregularities, deficiencies observed or test failure(s) observed in the Work during performance of its services of test or inspection having been performed, will: (a) Verbally notify results to Architect, Contractor, and Owner’s Representative within one hour of test or inspection having been performed (if Defective Work (Non-Conforming Work) is incorporated into project). 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 8 - Division 01 (b) Submit written inspection report and test results as required within twenty four (24) hours of test or inspection having been performed. f. Final Report: 1) Submit final report of tests and inspections at Substantial Completion, which identify unresolved deficiencies. F. Architect's Responsibility: 1. Architect Duties: a. Notify Owner’s Representative before each test and/or inspection: G. Field Quality Control: 1. Field Tests And Inspections: a. Field Test and Inspection requirements are described in detail in ‘Field Quality Control’ in Part 3 Execution' of individual Sections in Division 01 thru Division 50. SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS A. Owner will provide electric power for construction activities within limits available at existing facility. B. Exercise caution to avoid fire damage. Do not build fires on site. C. Permanent mechanical system may be operated upon following conditions: 1. Do not interfere with normal set-back temperature patterns except as approved by Project Manager. 2. Do not operate system when the Work causing airborne dust is occurring or when dust caused by such Work is present without first installing temporary filtering system. D. Existing lighting system may be used by Contractor. E. Contractor will use existing water supply for construction purposes to extent of existing facilities. F. Existing restroom facilities may be used by Contractor. Clean restrooms and portions of existing building used in accessing restrooms daily. If existing facilities are not usable, provide and maintain temporary sanitary toilet. G. Erect adequate barricades, warning signs, and lights necessary to protect persons from injury or harm. H. Contractor is responsible for security of materials, tools, and equipment. Do not permit others to use building keys provided by Owner. Safeguard building and contents while the Work is being performed and secure building when the Work is finished for day. I. Protect existing trees and plants. Remove and replace vegetation that dies or is damaged beyond repair due to construction activities. J. Provide temporary enclosures at exterior building openings for security and protection from weather, theft, and vandalism. Erect and maintain dust-proof partitions and enclosures as required to prevent spread of dust and fumes to occupied portions of building. K. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and reduce possibility that air, waterways, and subsoil might be contaminated or polluted, or that other undesirable effects might result: 1. Avoid use of tools and equipment that produce harmful noise. 2. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near site. 3. Protect the Work, materials, apparatus, and fixtures from injury due to weather, theft, and vandalism. SECTION 01 6100 PRODUCT REQUIREMENTS 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 9 - Division 01 A. Provide products that comply with Contract Documents, are undamaged, and, unless otherwise indicated, are new and unused at time of installation. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and for intended use and effect. SECTION 01 6200 PRODUCT OPTIONS A. Product selection is governed by Contract Documents and governing regulations, not by previous Project experience. Procedures governing product selection include: 1. Substitutions And Equal Products: a. Generally speaking, substitutions for specified products and systems, as defined in Uniform Commercial Code, are not acceptable. However, equal products may be approved upon compliance with Contract Document requirements. b. Approved Products / Manufacturers / Suppliers / Installers: 1) Category One: (a) Owner has established ‘Value Managed Relationships’ that extend beyond requirements of this Project. No substitutions or equal products will be allowed on this Project. (b) Follow specified procedures to preserve relationships between Owner and specified manufacturers / suppliers and advantages that accrue to Owner from those relationships. 2) Category Two: (a) Owner has established National Contracts that contain provisions extending beyond requirements of this Project. No substitutions or equal products will be allowed on this Project. (b) Follow specified procedures to preserve relationships between Owner and specified manufacturers / suppliers and advantages that accrue to Owner from those re lationships. 3) Category Three: (a) Specified products are provided to Church Projects under a National Account Program. Use these products to preserve advantages that accrue to Owner from those programs. No substitutions or equal products will be allowed on this Project. 4) Category Four: (a) Provide only specified products available from manufacturers listed. No substitutions, private-labeled, or equal products, or mixing of manufacturers’ products is allowed on this Project. (b) In Sections where lists recapitulating Manufacturers previously mentioned in Section are included under heading ‘Manufacturers’ or ‘Approved Manufacturers’, this is intended as convenience to Contractor as listing of contact information only. It is not intended that all manufacturers in list may provide products where specific products and manufacturers are listed elsewhere in Section. c. Acceptable Products / Manufacturers / Suppliers / Installers: 1) Type One: Use specified products / manufacturers unless approval to use other products / manufacturers has been obtained from Architect or Owner Representative by Addendum. 2) Type Two: Use specified products / manufacturers unless approval to use other products and manufacturers has been obtained from Architect or Owner Representative in writing before installing or applying unlisted or private-labeled products. 3) Use ‘Equal Product Approval Request Form’ to request approval of equal products, manufacturers, or suppliers before bidding or before installation, as noted in individual Sections. d. Quality / Performance Standard Products / Manufacturers: 1) Class One: Use specified product / manufacturer or equal product from specified manufacturers only. 2) Class Two: Use specified product / manufacturer or equal product from any manufacturer. 3) Products / manufacturers used will conform to Contract Document requirements. SECTION 01 6400 OWNER-FURNISHED PRODUCTS A. Install items furnished by Owner or receive and store in safe condition items purchased directly by Owner according to requirements of Contract Documents. SECTION 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 10 - Division 01 A. Deliver, store, and handle products according to manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. C. Deliver products to site in manufacturer's original sealed container or other packag ing system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that products are undamaged and properly protected. E. Store products at site in manner that will simplify inspection and measurement of quantity or counting of units. F. Store heavy materials away from Project structure so supporting construction will not be endangered. G. Store products subject to damage by elements above ground, under cover in weather tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. SECTION 01 7000 EXECUTION REQUIREMENTS A. Design, furnish, and install all shoring, bracing, and sheathing as required for safety and for proper execution of the Work and, unless otherwise required, remove same when the Work is completed. B. Require installer of each major component to inspect both substrate and conditio ns under which the Work is to be done: 1. Notify Owner in writing of unsatisfactory conditions. 2. Do not proceed until unsatisfactory conditions have been corrected. C. Provide attachment and connection devices and methods necessary for securing the Work : 1. Secure the Work true to line and level. 2. Allow for expansion and building movement. D. Recheck measurements and dimensions before starting each installation. E. Where mounting heights are not shown, install individual components at standard mounting heights recognized within industry or local codes for that application. Refer questionable mounting height decisions to Owner for final decision. F. Cover and protect furniture, equipment, and fixtures from soiling and damage when demolition the Work is performed in rooms and areas from which such items have not been removed. G. Completion Inspection: 1. Upon 100 percent completion of Project, Contractor will request Substantial Completion Inspection. 2. Owner will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items to be corrected. 3. Contractor will notify Owner in writing when items have been corrected. SECTION 01 7400 CLEANING AND WASTE MANAGEMENT A. Disposal Of Waste: 1. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in landfill or incinerator acceptable to authorities having jurisdiction: a. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. b. Remove and transport debris in manner that will prevent spillage on adjacent surfaces and areas . 2. Burning: Do not burn waste materials. 3. Disposal: Transport waste materials off Owner’s property and legally dispose of them. 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 11 - Division 01 B. Progress Cleaning: 1. Keep premises broom-clean during progress of the Work. 2. During handling and installation, protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from soiling, damage, or det erioration until Substantial Completion. 3. Clean and maintain completed construction as frequently as necessary throughout construction period. 4. Remove waste materials and rubbish caused by employees, subcontractors, and contractors under separate contract with Owner and dispose of legally. C. Final Cleaning: 1. Clean each surface or unit to condition expected in normal, commercial-building cleaning and maintenance program. Comply with manufacturer’s instructions. Remove all rubbish from under and about building and leave building clean and habitable. 2. In addition to general cleaning noted above, perform cleaning for all trades at completion of the Work in areas where construction activities have occurred. 3. If Contractor fails to clean up, Owner may do so and charge cost to Contractor. SECTION 01 7700 CLOSEOUT PROCEDURES A. General: 1. Closeout process consists of three specific project closeout inspections. Contractor shall plan sufficient time in construction schedule to allow for required inspections before expiration of Contract Time. 2. Contractor shall conduct his own inspections of The Work and shall not request closeout inspections until The Work of the contract is reasonably complete and correction of obvious defects or omissions are complete or imminent. 3. Date of Substantial Completion shall not occur until completion of construction work, unless agreed to by Architect / Owner’s Representative and included on Certificate of Substantial Completion. B. Preliminary Closeout Review: 1. When Architect, Owner and Contractor agree that project is ready for closeout, Pre -Substantial Inspection shall be scheduled. Preparation of floor substrate to receive carpeting and any work which could conceivably damage or stain carpet must be completed, as carpet installation will b e scheduled immediately following this inspection. 2. Prior to this inspection, completed test and evaluation reports for HVAC system and font, where one occurs, are to be provided to Project Manager, Architect, and applicable consultants. 3. Architect, Owner and Contractor review completion of punch list items. When Owner and Architect confirm that Contractor has achieved Substantial Completion of The Work, Owner, Architect and Contractor will execute Certificate of Substantial Completion that contains : a. Punch list of items requiring completion and correction will be created. b. Time frame for completion of punch list items will be established, and date for Substantial Completion Inspection shall be set. C. Substantial Completion Inspection: 1. When Architect, Owner and Contractor agree that project is ready for Substantial Completion, an inspection is held. Punch list created at Pre-Substantial Inspection is to be substantially complete. 2. Prior to this inspection, Contractor shall discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups and similar elements. 3. Architect, Owner and Contractor review completion of punch list items. When Owner and Architect confirm that Contractor has achieved Substantial Completion of T he Work, Owner, Architect and Contractor will execute Certificate of Substantial Completion that contains: a. Date of Substantial Completion. b. Punch List Work not yet completed, including seasonal and long lead items. c. Amount to be withheld for completion of Punch List Work. d. Time period for completion of Punch List Work. e. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor fails to complete Punch List Work within time set forth in Certificate. 4. Contractor shall present Closeout Submittals to Architect and place tools, spare parts, extra stock, and similar items required by Contract Documents in locations as directed by Facilities Manager. D. Final Acceptance Meeting: 1. When punch list items except for any seasonal items or long lead items which will not prohibit occupancy are completed, Final Acceptance Meeting is held. 2. Owner, Architect and Contractor execute Owner’s Project Closeout - Final Acceptance form, and verify: 507-4746 August 2023 Rexburg 3 Ramp General Requirements - 12 - Division 01 a. All seasonal and long lead items not prohibiting occupancy, if any, are identified, with committed to completion date and amount to be withheld until completion. b. Owner’s maintenance personnel have been instructed on all system operation and maintenance as required by the Contract Documents. c. Final cleaning requirements have been completed. 3. If applicable, once any seasonal and long lead items are completed, Closeout Inspection is held where Owner and Architect verify that The Work has been satisfactorily completed, and Owner, Architect and Contractor execute Closeout portion of the Project Closeout - Final Acceptance form. 4. When Owner and Architect confirm that The Work is satisfactorily completed, Architect will authorize final payment. SECTION 01 7800 CLOSEOUT SUBMITTALS A. Operations And Maintenance Data: 1. Certifications required by Contract Documents. 2. Copies of warranties required by Contract Documents. 3. Copy of complete Project Manual including Addenda, Modifications as defined in General Conditions, and other interpretations issued during construction: a. Mark these documents to show variations in actual Work performed in comparison with text of specifications and Modifications. Show substitutions, selection of options, and similar information, particularly on elements that are concealed or cannot otherwise be readily discerned later by direct observation. b. Note related record drawing information and Product Data. 4. Copy of Soils Report. 5. Operations and maintenance submittals required by Contract Documents. 6. Site Management Plan (SMP): a. Maintenance recommendations for Site Management Plan (SMP) required by Contract Documents. b. Recommended procedures to be established by Owner for maintenance of landscape work for one (1) full year after contract maintenance period ends required by Contract Documents. 7. Testing and Inspection Reports required by Contract Documents. B. Warranties: 1. When written guarantees beyond one (1) year after substantial completion are required by Contract Documents, secure such guarantees and warranties properly addressed and signed in favor of Owner. Include these documents in Operations & Maintenance Manual(s) specified above. 2. Delivery of guarantees and warranties will not relieve Contractor from obligations assumed under other provisions of Contract Documents. C. Project Record Documents: 1. Do not use record documents for construction purposes: a. Protect from deterioration and loss in secure, fire-resistive location. b. Provide access to record documents for reference during normal Working hours. 2. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation varies from the Work as originally shown. Give particular attention to concealed elements that would be difficult to measure and record at later date. a. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. b. Mark new information that is important to Owner, but was not shown on Contract Drawings. c. Note related Change Order numbers where applicable. END OF SECTION Table of Contents - 1 - 02 0000 D I V I S I O N 02: E X I S T I N G C O N D I T I O N S 02 4000 D E M O L I T I O N A N D S T R U C T U R E M O V I N G 02 4113 SELECTIVE DEMOLITION END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp Selective Demolition - 1 - Section 02 4113 SECTION 02 4113 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Demolish and remove portions of existing facilities as described in Contract Documents. B. Related Requirements: 1. New and replacement work specified in appropriate specification Sections. 1.2 ADMINISTRATIVE REQUIREMENTS A. Scheduling: 1. Include on Construction Schedule specified in Section 01 3200 detailed sequence of individual site demolition operations. 1.3 SUBMITTALS A. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Record Documentation: 1) Identify abandoned utility and service lines and capping locations on record drawings. PART 2 - PRODUCTS: Not Used PART 3 - EXECUTION 3.1 PERFORMANCE A. Execute work in orderly and careful manner, with due consideration for neighbors and the public. B. Carefully remove, disassemble, or dismantle as required, and store in approved location on site, existing items to be reused in completed work. Coordinate with Owner for equipment and materials to be removed by Owner. 3.2 CLEANING A. Promptly remove demolition materials, rubbish, and debris from property. END OF SECTION Table of Contents - 1 - 03 0000 D I V I S I O N 03: C O N C R E T E 03 4000 P R E C A S T C O N C R E T E 03 4800 PRECAST CONCRETE SPECIALTIES END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp Precast Concrete Specialties - 1 - 03 4800 SECTION 03 4800 PRECAST CONCRETE SPECIALTIES PART 1 - GENERAL 1.1 SUMMARY A. Products Furnished but Not Installed Under This Section: 1. Precast windowsills. 1.2 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer product literature for each type of product indicated. 2. Samples: a. Precast window sills: 1) Range of finishes, color, and texture variations. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Materials: 1. Design Criteria: a. Precast window sills: 1) Match existing precast window sills. 2.2 ACCESSORIES A. Sealant: As specified in Section 07 9213: ‘Elastomeric Joint Sealants’. 2.3 FABRICATION A. General: 1. Chamfered edges. 2. Smooth finish free from pits and rock pockets. B. Window Sills: 1. See Contract Documents for pre-cast sizes. 2. Cast in aggregates. PART 3 - EXECUTION 3.1 INSTALLATION A. Window Sills: 1. Install at windows. 2. Coordinate all locations as described in Construction Documents. END OF SECTION Table of Contents - 1 - 05 0000 D I V I S I O N 05: M E T A L S 05 0500 C O M M O N W O R K R E S U L T S O F M E T A L S 05 0523 METAL FASTENINGS 05 1000 S T R U C T U R A L M E T A L F R A M I N G 05 1223 STRUCTURAL STEEL FOR BUILDINGS 05 5000 M E T A L F A B R I C A T I O N S 05 5215 STAINLESS STEEL HANDRAILS END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp Metal Fastening - 1 - 05 0523 SECTION 05 0523 METAL FASTENING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of structural metal-to-metal, wood-to-metal, and wood-to-wood bolts used on Project. 2. Requirements and standards for site welded metal-to-metal connections. B. Related Requirements: 1. Furnishing and installing of structural bolts specified under Section concerned. 1.2 REFERENCES A. Reference Standards: 1. American National Standards Institute / American Welding Society: a. ANSI/AWS D1.1/D1.1M:2010, ‘Structural Welding Code - Steel’. b. ANSI/AWS D1.3/D1.3M:2010, ‘Structural Welding Code - Sheet Steel’. 2. ASTM International: a. ASTM A36/A36M-08, ‘Standard Specification for Carbon Structural Steel'. b. ASTM A307-10, ‘Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength'. c. ASTM A325-10, ‘Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength'. 1.3 QUALITY ASSURANCE A. Qualifications: Requirements of Section 01 4301 applies, but not limited to the following: 1. Welders shall be certified 30 days minimum before beginning work on Project. If there is doubt as to proficiency of welder, Architect may require welder to take another test, at no expense to Owner. Certification shall be by Pittsburgh Laboratories or other authority approved by Architect. B. Certifications: 1. Maintain welder's certifications on job-site. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Materials: 1. Bolts And Threaded Fasteners: a. Bolts: Conform to requirements of ASTM A307, Grade A. PART 3 - EXECUTION (Not Used) END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Structural Steel for Buildings - 1 - 05 1223 SECTION 05 1223 STRUCTURAL STEEL FOR BUILDINGS PART 1 - GENERAL 1.1 SUMMARY A. Products Furnished But Not Installed Under This Section: 1. Miscellaneous structural steel including following: a. Structural pipe for posts. 1.2 REFERENCES A. Reference Standards: 1. American Society For Testing And Materials: a. ASTM A500/A500M-18, ‘Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes'. PART 2 - PRODUCTS 2.1 COMPONENTS A. Materials: 1. Structural Tubing: Meet requirements of ASTM A500/A500M, Grade B. 2. Miscellaneous Steel: a. Meet requirements of ASTM A36/A36M for the following: 1) Miscellaneous structural steel. PART 3 - EXECUTION: Not Used END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Stainless Steel Handrails - 1 - 05 5215 SECTION 05 5215 STAINLESS STEEL HANDRAILS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install stainless steel pipe handrails as described in Contract Documents. 2. Furnish and install stainless steel handrails as described in Contract Documents: a. Rostrum Riser Handrail. B. Products Furnished But Not Installed Under This Section: 1. Anchoring sleeves to metal plate for stainless steel pipe handrails. C. Related Requirements: 1. Section 05 0523: 'Metal Fastening' for quality of welding. 2. Section 06 1100: 'Wood Framing' for blocking for pipe handrail brackets. 3. Section 06 4115: 'Rostrum Casework' for wood handrail attached to Rostrum Riser Handrail. D. Products Not Furnished And But Installed Under This Section: 1. Pipe sleeves, base plates, and anchor bolts for Rostrum Riser Handrail. E. Related Requirements: 1. Section 03 1511: ‘Concrete Anchors And Bolts’ for Rostrum Riser Handrail base plate expansion bolts as shown on Contract Drawings. 2. Section 05 1223: 'Structural Steel For Buildings’ for Rostrum Riser Handrail stainless posts to be set into metal pipe sleeves as shown on Contract Drawings. 1.2 REFERENCES A. Definitions: 1. Non-shrink Grout: Structural grout used for filling voids between elements that is formulated with cement, fine aggregates and admixtures. Admixtures are used to provide expansive properties of the material during curing. This expansion counteracts the natural tendency of cement grouts to shrink during curing. 2. Peened: Nonslip textured gripping surface that is much easier to hold on to. 3. Stainless Steel Alloys: a. Type 304 (UNS S30400): Austenitic stainless steel with non-magnetic properties in annealed condition that provide good corrosion resistance to both chemical and atmospheric exposures, with high resistance to oxidations. Most common and widely used stainless steel. B. Reference Standards: 1. ASTM International: a. ASTM C1107/C1107M-17, ‘Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)'. 1.3 SUBMITTALS A. Action Submittals: 1. Shop Drawings: Show fabrication and installation of handrails and railings including floor plans, elevations, sections, details of components, and attachments to other elements of The Work. 507-4746 August 2023 Rexburg 3 Ramp Stainless Steel Handrails - 2 - 05 5215 PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Materials: 1. Handrails And Railings: a. Sizes and configurations as indicated on Contract Drawings. 2. Pipe Sleeves: 2 inch (50 mm) diameter by 6 to 9 inch (150 to 225 mm) long non-magnetic stainless steel. 3. Rostrum Riser Handrail (floor mounted). a. Stainless steel bar. b. Stainless steel mounting plate for hardwood handrail. c. Sizes and configurations as indicated on Contract Drawings. B. Fabrication: 1. Preassemble railing systems in shop to greatest extent possible to minimize field splicing and assembly. 2. 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. 3. Grind smooth welded joints and buff welds to same appearance as remainder of railing. 4. Form curves by bending pipe in jigs to produce uniform curvature for each configuration requir ed. Maintain cylindrical cross-section of pipe throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of pipe. 5. Return pipe ends of wall mounted handrails into wall. 6. Welded Connections: a. Fabricate railing system and handrail connections by welding. b. Weld corners and seams continuously to comply with following: 1) Use materials and methods that minimize distortion and develop of metals. 2) At tee and cross intersections, notch ends of intersecting members to fit contour of pipe to which end is joined and weld all around. 3) At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and so contours of welded surfaces match adjacent surfaces. 2.2 ACCESSORIES A. Rail Setting Grout: 1. Commercial non-shrink grout conforming to requirements of ASTM C1107, Type B or Type C. 2. Type Two Acceptable Manufacturers: a. Normal Construction Grout A by Bonsal American, Charlotte, NC www.bonsal.com. b. Advantage 1107 Grout by Dayton Superior Specialty Chemicals, Kansas City, KS www.daytonsuperiorchemical.com. c. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com d. 5 Star Special Grout 110 by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com. e. Duragrout by L&M Construction Chemicals Inc, Omaha, NE www.lmcc.com. f. Sonneborn / BASF Building Systems, Shakopee, MN www.chemrex.com. g. Tamms Grout 621 by TAMMS Industries, Mentor, OH www.tamms.com. h. U S Spec MP Grout by U S Mix Products Co, Denver, CO www.usspec.com. i. CG-86 Grout by W R Meadows, Hampshire, IL www.wrmeadows.com. j. Equal as approved by Architect before use. See Section 01 6200. 507-4746 August 2023 Rexburg 3 Ramp Stainless Steel Handrails - 3 - 05 5215 PART 3 - EXECUTION 3.1 INSTALLATION A. Touch up field welds to match finished material. END OF SECTION Table of Contents - 1 - 06 0000 D I V I S I O N 06: W O O D, P L A S T I C S, A N D C O M P O S I T E S 06 1000 R O U G H C A R P E N T R Y 06 1011 WOOD FASTENINGS 06 1100 WOOD FRAMING 06 1636 WOOD PANEL PRODUCT SHEATHING 06 2000 F I N I S H C A R P E N T R Y 06 2001 COMMON FINISH CARPENTRY REQUIREMENTS 06 2210 MISCELLANEOUS WOOD TRIM 06 4000 A R C H I T E C T U R A L W O O D W O R K 06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS 06 4115 ROSTRUM CASEWORK 06 4216 FLUSH WOOD PANELING 06 4313 WOOD STAIRS 06 4512 ARCHITECTURAL WOODWORK WOOD TRIM END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp Wood Fastenings - 1 - 06 1011 SECTION 06 1011 WOOD FASTENINGS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of wood fastening methods and materials used for Rough Carpentry unless specified otherwise. B. Related Requirements: 1. Section 05 0523: 'Metal Fastenings' for Quality of bolts used for Rough Carpentry. 2. Furnishing and installing of other fasteners are specified in individual Sections where installed. 1.2 REFERENCES A. Reference Standards; 1. APA-The Engineered Wood Association: a. APA AFG-01: Adhesives for Field-Gluing Plywood to Wood Framing (September 1974). 2. ASTM International: a. ASTM A153/A153M-09, ‘Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware’. b. ASTM D3498-03(2011), ‘Standard Specification for Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems’. c. ASTM F1667-15, ‘Standard Specification for Driven Fasteners: Nails, Spikes, and Staples ’. 1.3 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's literature on framing anchors and powder actuated fasteners. 2. Shop Drawings: a. Submit diameter and lengths of fasteners proposed for use on Project. If length or diameter of proposed fasteners differ from specified fasteners, also include technical and engineering data for proposed fasteners including, but not limited to: 1) Adjusted fastener spacing where using proposed fasteners and, 2) Adjusted number of fasteners necessary to provide connection capacity equivalent to specified fasteners. b. Submit on powder-actuated fasteners other than those specified in Contract Documents showing design criteria equivalents at each application. c. Show type, quantity, and installation location of framing anchors. Where necessary, reference Drawing details, etc, for installation locations. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Description: 1. Nail Terminology: 507-4746 August 2023 Rexburg 3 Ramp Wood Fastenings - 2 - 06 1011 a. When following nail terms are used in relation to this Project, following lengths and diameters will be understood. Refer to nails of other dimensions by actual length and diameter, not by one of listed terms: Nail Term Length Diameter Length Diameter 8d Box 2-1/2 inches 0.113 inch 63.5 mm 2.827 mm 8d Common 2-1/2 inches 0.131 inch 63.5 mm 3.389 mm 10d Box 3 inches 0.128 inch 76.2 mm 3.251 mm 10d Common 3 inches 0.148 inch 76.2 mm 3.759 mm 16d Box 3-1/2 inches 0.135 inch 88.9 mm 3.411 mm 16d Sinker 3-1/4 inches 0.148 inch 82.6 mm 3.759 mm 16d Common 3-1/2 inches 0.162 inch 88.9 mm 4.115 mm B. Materials: 1. Fasteners: a. General: 1) Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon bronzed, or copper. Coating weights for zinc-coated fasteners shall be in accordance with ASTM A153/A153M. b. Nails: 1) Meet requirements of ASTM F1667. 2) Unless noted otherwise, nails listed on Drawings or in Specifications shall be common nail diameter, except 16d nails, which shall be box diameter. c. Wood Screws: 1) SDS Screws: a) Category Four Approved Products. See Section 01 6200 for definitions of categories. (1) SDS Screws by Simpson Strong Tie Co, Dublin, CA www.strongtie.com. 2) All Other: Standard type and make for job requirements. d. Powder-Actuated Fasteners: 1) Type One Quality Standard: Hilti X-DNI 62P8. 2) Manufacturers: a) Hilti, Tulsa, OK www.us.hilti.com. b) Redhead Division of ITW, Wood Dale, IL www.itw-redhead.com and Markham, ON www.itwconstruction.ca. c) Equals as approved by Architect through shop drawing submittal before installation. See Section 01 6200. 2. Adhesives: a. Construction Mastics: 1) Meet requirements of ‘APA-The Engineered Wood Association’ Specification AFG-01 or ASTM D3498. 2) Use phenol-resorcinol type for use on pressure treated wood products. 3. Framing Anchors: a. Framing anchors and associated fasteners in contact with preservative hot dipped zinc- coated galvanized steel or stainless steel. Do not use stainless steel items with galvanized items. b. Type Two Acceptable Products: 1) KC Metals Inc, San Jose, CA www.kcmetals.com. 2) Simpson Strong Tie Co, Dublin, CA www.strongtie.com. 3) United Steel Products Co Inc (USP), Montgomery, MN www.uspconnectors.com. 4) Equals as approved by Architect through shop drawing submittal before installation. See Section 01 6200. 507-4746 August 2023 Rexburg 3 Ramp Wood Fastenings - 3 - 06 1011 PART 3 - EXECUTION 3.1 ERECTION A. Secure one Manufacturer approved fastener in each hole of framing anchor that bears on framing member unless approved otherwise in writing by Architect. B. Provide washers with bolt heads and with nuts bearing on wood. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Wood Framing - 1 - 06 1100 SECTION 06 1100 WOOD FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Furnished Under This Section: 1. Wood panel product sheathing. C. Related Requirements: 1. Section 06 1636: 'Wood Panel Product Sheathing'. 2. Sections under 06 4000 Heading: 'Architectural Woodwork' for wall blocking requirements. 3. Section 06 4313: 'Wood Stairs' for wood stair treads and risers. 1.2 REFERENCES A. Reference Standards: 1. American Lumber Standard Committee (ALSC) (Maintains NIST standard): a. Voluntary Product Standard: 1) PS 20-15, 'American Softwood Lumber Standard'. 2. National Institute of Standards and Technology (NIST), U. S. Department of Commerce: a. Voluntary Product Standard DOC PS 20-15, 'American Softwood Lumber Standard'. 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: 1. Participate in pre-installation conference held jointly with Section 06 1636. a. Schedule pre-installation conference immediately before beginning framing work. b. In addition to agenda items specified in Section 01 3100, review following: 1) Equipment and gypsum board blocking in wood framed walls. 2) Rough opening. 3) Nails and nailing requirements. 4) Connections. 2. Participate in pre-installation conference held jointly with Section 08 4113. a. Schedule pre-installation conference for one (1) week before scheduled installation of storefront system. b. In addition to agenda items specified in Section 01 3100, r eview following: 1) Rough opening requirements. 1.4 SUBMITTALS A. Informational Submittals: 1. Test And Evaluation Reports: a. Technical and engineering data on nails to be set by nailing guns for Architect's approval of types proposed to be used as equivalents to specified hand set nails and adjusted number and spacing of pneumatically-driven nails to provide equivalent connection capacity. 507-4746 August 2023 Rexburg 3 Ramp Wood Framing - 2 - 06 1100 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Protect lumber and sheathing and keep under cover in transit and at job site. 2. Do not deliver material unduly long before it is required. B. Storage And Handling Requirements: 1. Store lumber and sheathing on level racks and keep free of ground to avoid warping. 2. Stack to insure proper ventilation and drainage. PART 2 - PRODUCTS 2.1 MATERIALS A. Dimension Lumber: 1. Design Criteria: a. Meet requirements of PS 20 and National Grading Rules for softwood dimension lumber. b. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber Standards Committee identifying species of lumber by grade mark or by Certificate of Inspection. c. Lumber 2 inches (50 mm) or less in nominal thickness shall not exceed 19 percent in moisture content at time of fabrication and installation and be stamped 'S-DRY', 'K-D', or 'MC15'. d. Preservative Treated Plates / Sills: 1) 2x4 (38 mm by 64 mm): Standard and better Douglas Fir, Southern Pine, or HemFir, or StrandGuard by iLevel by Weyerhaeuser Boise, ID www.ilevel.com. (LSL 1.3 E) 2) 2x6 (38 mm by 140 mm) And Wider: No. 2 or or MSR 1650f - 1.5e Douglas Fir, Southern Pine, HemFir, or StrandGuard by iLevel by Weyerhaeuser, Boise, ID www.ilevel.com. (LSL 1.3 E). B. See drawings for additional requirements. 2.2 ACCESSORIES A. Blocking: 1. Sound lumber without splits, warps, wane, loose knots, or knots larger than 1/2 inch (13 mm). PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Use preservative treated wood for wood members in contact with concrete or masonry, including wall, sill, and ledger plates, door and window subframes and bucks, etc. B. Interface With Other Work: 1. Coordinate with other Sections for location of blocking required for installation of equipment and building specialties. Do not allow installation of gypsum board until required blocking is in place. 2. Where manufactured items are to be installed in framing, provide rough openin gs of dimensions within tolerances required by manufacturers of such items. Confirm dimensions where not shown on Contract Drawings. C. Tolerances: 1. Walls: 507-4746 August 2023 Rexburg 3 Ramp Wood Framing - 3 - 06 1100 a. 1/4 inch (6 mm) in 20 feet (6 meters), non-cumulative in length of wall. b. 1/8 inch (3 mm) in 10 feet (3 meters) with 1/4 inch (6 mm) maximum in height of wall. c. Distances between parallel walls shall be 1/4 inch (6 mm) maximum along length and height of wall. D. Floors: 1. Place with crown side up. 2. Provide accurately fitted header and trimmer joists of same size as regular joists around floor openings, unless detailed otherwise, and support by steel joist hangers. 3. Double joists under partitions that parallel run of joists. E. Walls: 1. Openings: Single, bearing stud supporting header and one adjacent (king) stud continuo us between top and bottom plates, unless shown otherwise. 2. Corners And Partition Intersections: Triple studs. 3. Top Plates In Bearing Partitions: Doubled or tripled and lapped. Stagger joints at least 48 inches (1 200 mm). 4. Ends Of Stud Wall To Masonry. Use one of the following methods: a. Connect with 1/2 inch (13 mm) machine bolts 6 inches (150 mm) from top, 6 inches (150 mm) from bottom, and 48 inches (1 200 mm) maximum on center. Use three bolts minimum in height of 6 foot (1 800 mm) or higher wall. b. Secure wood to masonry using continuous 1/4 inch (6 mm) minimum bead of construction adhesive and powder actuated fasteners installed at 32 inches (800 mm) on center minimum. 5. Sill Plates: a. Shear Walls And Bearing Walls: 1) Provide specified anchor 12 inches (300 mm) maximum and 4 inches (100 mm) minimum from each end of each plate. 2) Shear Walls: Fasten with anchor bolts embedded in concrete or with screw anchors. 3) Bearing Walls: Fasten with anchor bolts embedded in concrete, or with screw anchors or expansion bolts in drilled holes. b. Non-Structural Walls: Fasten with powder actuated fasteners. c. In addition to requirements of paragraphs 'a' and 'b' above, set sill plates of interior walls measuring less than 36 inches (900 mm) in length in solid bed of specified construction adhesive, except where sill sealer is used. d. Install specified seal sealer under sill plates of exterior walls of main building and of acoustically insulated interior walls. 6. Nailing: a. Stud to plate: 2 by 4 inch nominal 38 by 89 mm End nail, two 16d OR toe nail, four 8d 2 by 6 inch nominal 38 by 140 mm End nail, three 16d OR toe nail, four 8d 2 by 8 inch nominal 38 by 184 mm End nail, four 16d OR toe nail, six 8d 2 by 10 inch nominal 38 by 235 mm End nail, five 16d OR toe nail, six 8d b. Top plates: Spiked together, 16d, 16 inches (400 mm) on center. c. Top plates: Laps, lap members 48 inches (1200 mm) minimum and nail with 16d nails 4 inches (100 mm) on center d. Top plates: Intersections, three 16d. e. Backing And Blocking: Three 8d, each end. f. Corner studs and angles: 16d, 16 inches (400 mm) on center. F. Accessory / Equipment Mounting And Gypsum Board Back Blocking (nailers): 1. Furnish and install blocking in wood framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Wood Panel Product Sheathing - 1 - 06 1636 SECTION 06 1636 WOOD PANEL PRODUCT SHEATHING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood panel product sheathing required for walls and floors as described in Contract Documents. B. Related Requirements: 1. Section 01 0000: ‘General Requirements’: a. Section 01 3100: ‘Project Management and Coordination’ for pre-installation conference. b. Section 01 4000: ‘Quality Requirements’ for administrative and procedural requirem ents for quality assurance and quality control. c. Section 01 4301: ‘Quality Assurance – Qualifications’ establishes minimum qualification levels required. d. Section 01 6200: Administrative and procedural requirements for product options. 2. Section 06 1100: ‘Wood Framing’: a. Pre-installation conference held jointly with Section 06 1636. 1.2 REFERENCES A. Association Publications: 1. Council of American Structural Engineers. CASE Form 101: Statement of Special Inspections. Washington, DC: CASE, 2001. (c/o American Council of Engineering Companies, 1015 15th St., NW, Washington, DC 20005; 202-347-7474; www.acec.org). 2. National Institute of Standards and Technology (NIST), U. S. Department of Commerce: a. Voluntary Product Standard DOC PS 1-09. ‘Structural Plywood'. b. Voluntary Product Standard DOC PS 2-04. ‘Performance Standard for Wood-Based Structural-Use Panels'. 3. The Engineered Wood Association (APA), Tacoma, WA www.apawood.org. a. Performance Rated Panels, 'Product Guide' (for products bearing the APA trademark) December 2011. b. Voluntary Product Standard: 1) PS 1-09. ‘Structural Plywood'. 2) PS 2-04. ‘Performance Standard for Wood-Based Structural-Use Panels'. c. PRP-108 'Performance Standards and Policies for Structural-Use Panels'. 4. TECO, Cottage Grove, WI www.tecotested.com. a. TECO PRP-133: ('Fire Rated Assemblies – OSB substitution for plywood in UL fire-rated assemblies that specify plywood). B. Definitions: 1. Field Quality Control: Testing, Inspections, Special Testing and Special Inspections to assure compliance to Contract Documents. 2. Inspection/Special Inspection: Inspection of materials, installation, fabrication, erection or placement of components and connections requiring special expertise to ensure compliance with approved construction documents and referenced standards: a. Inspection: Not required by code provisions but may be required by Contract Documents. b. Special Inspection: Required by code provisions and by Contract Documents. c. Inspection-Continuous: Full-time observation of the Work requiring inspection by approved inspector who is present in area where the Work is being performed. 507-4746 August 2023 Rexburg 3 Ramp Wood Panel Product Sheathing - 2 - 06 1636 d. Inspection-Periodic: Part-time or intermittent observation of the Work requiring inspection by approved inspector who is present in area where the Work has been or is being performed and at completion of the Work. 3. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform particular construction operation, including installation, erection, application, and similar operat ions. 4. Observation: Visual observation of building / site elements or structural system by registered design professional for general conformance to approved construction documents at significant construction stages and at completion. Observation does not include or waive responsibility for performing inspections or special inspections. 5. Owner’s Representative: Owner’s Designated Representative (Project Manager or Facilities Manager) who will have express authority to bind Owner with respect to all matters requiring Owner’s approval or authorization. 6. Product Testing: Tests and inspections that are performed by testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. 7. Quality Assurance: Testing, Inspections, Special Testing and Special Inspections provided for by Owner. 8. Quality Control: Testing, Inspections, Special Testing and Special Inspections provided for by Contractor. 9. Special Inspection: See Inspection. 10. Testing Agency: Entity engaged to perform specific tests, inspections, or both. 11. Verification: Act of reviewing, inspecting, testing, etc. to establish and document that product, service, or system meets regulatory, standard, or specification requirements. C. Reference Standards: 1. International Code Council (IBC) (2012): a. IBC Chapter 17, ‘Special Inspections And Tests’. 1) Section 1704, 'Special Inspections, Contractor Responsibility And Structural Observations'. 2) Section 1705, ‘Required Verification And Inspection’. a) Section 1705.2, 'Steel Construction'. b) Section 1705.5, 'Wood Construction'. 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: 1. Participate in pre-installation conference as specified in Section 06 1100. 2. In addition to agenda items specified in Section 01 3100 and Section 06 1100, review following: 1.4 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Do not deliver material unduly long before it is required. 2. Protect sheathing and keep under cover in transit and at job site. B. Storage And Handling Requirements: 1. Store sheathing on level racks and keep free of ground. 2. Stack to insure proper ventilation and drainage. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Performance: 507-4746 August 2023 Rexburg 3 Ramp Wood Panel Product Sheathing - 3 - 06 1636 1. Design Criteria: a. Meet requirements of PS 1, PS 2, or PRP-133 (TECO). Except where plywood is specifically indicated on Construction Drawings, oriented strand board (OSB) is acceptable . B. Materials: 1. Sheathing: a. Sheathing shall bear grade stamp from American Plywood Association (APA) or equal grading organization. b. Sheathing shall not exceed 18 percent moisture content when fabricated or more than 19 percent when installed in Project. c. Sheathing 23/32 inch (18.3 mm) thick and thicker used for single-layer subflooring shall be tongue and groove. d. Sheathing used for same purpose shall be of same thickness. In all cases, thickness specified is minimum required regardless of span rating. e. Minimum span ratings for given thicknesses shall be as follows: Thickness Span Rating 3/8 inch 9.5 mm 24 / 0 7/16 inch nominal 11 mm nominal 24 / 16 15/32 inch actual 11.9 mm actual 32 / 16 1/2 inch nominal 12.5 mm nominal 32 / 16 19/32 inch actual 15.1 mm actual 40 / 20 5/8 inch nominal 15.9 mm nominal 40 / 20 23/32 inch actual 18.3 mm actual 48 / 24 3/4 inch nominal 19 mm nominal 48 / 24 2.2 ACCESSORIES A. Nails: 1. As indicated on Drawings. PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Top of nail heads shall be flush with sheathing surface. 2. Use of edge clips to provide spacing between sheathing panels is acceptable. B. Wall Sheathing: 1. Spacing: a. Provide 1/8 inch (3 mm) space between sheets at end and edge joints. 2. Edge Bearing And Blocking: a. Panel edges shall bear on framing members and but t along their center lines. b. Back block panel edges, which do not bear on framing members, with 2 inch nominal (45 mm) framing. 3. Nail Spacing: a. As indicated on Drawings. b. Place nails not less than 3/8 inch (9.5 mm) in from edge. 4. Thickness: a. As indicated on Drawings. 5. Do not install any piece of wall sheathing with shortest dimension of less than 12 inches (300 mm). C. Floor Sheathing: 1. Floor Sheathing: 1 Layer Subflooring. 507-4746 August 2023 Rexburg 3 Ramp Wood Panel Product Sheathing - 4 - 06 1636 a. Apply bead of glue to structural supports. Lay face grain / strength axis across supports and with panel continuous over two supports minimum. b. Allow expansion gap of at least 1/2 inch (12.5 mm) at walls. c. Tongue and Groove. d. Nail Spacing. 1) As indicated on Drawings. e. Thickness: 1) As indicated on Drawings. f. Do not install any piece of bottom layer floor sheathing with shortest dimension of less than 24 inches (600 mm). 2. Subflooring: 2 Layers Subflooring. a. Bottom layer: 1) Glue subflooring layers together along lines of structural supports. 2) Leave 1/32 inch (1 mm) gap at side and end joints. 3) Nail as per floor sheathing nailing requirements. 4) Thickness: a) 19/32 inch actual (15 mm) minimum thickness, except where specifically noted otherwise. 5) Do not install any piece of single layer floor sheathing with shortest dimension of less than 24 inches (600 mm). b. Top layer: 1) Stagger joints of second layer subflooring so they do not line up with joints of first layer subflooring, but do align with intermediate structural member (for example, align with field nailing of bottom subflooring layer). 2) Glue subflooring layers together along lines of structural supports. 3) Leave 1/32 inch (1 mm) gap at side and end joints. 4) Nail at 6 inch (150 mm) centers on ends and 12 inch (300 mm) centers on intermediate structural members. 5) Thickness: a) 19/32 inch actual (15 mm) minimum thickness, except where specifically noted otherwise. 6) Do not install any piece of single layer floor sheathing with shortest dimension of less than 24 inches (600 mm). END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Common Finish Carpentry Requirements - 1 - 06 2001 SECTION 06 2001 COMMON FINISH CARPENTRY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install sealants required for items installed under this Section, as described in Contract Documents. 2. Furnish and install following items as described in Contract Documents: B. Products Installed But Not Furnished Under This Section: 1. Architectural Woodwork. 2. Handrails. 3. Hardwood Base. 4. Hardwood Trim. 5. Miscellaneous Wood Trim. 6. Rostrum Casework. 7. Rostrum Ramp Handrail. 8. Wood Veneer Paneling. 9. Miscellaneous as specified elsewhere. C. Related Requirements: 1. Section 06 1100: 'Wood Framing' for furring and blocking. 2. Section 06 1636: 'Wood Panel Product Sheathing'. 3. Section 06 2210: 'Miscellaneous Wood Trim'. a. Wood Trim. 4. Sections under 06 4000 Heading: Furnishing of Architectural Woodwork. a. Section 06 4001: 'Common Architectural Woodwork Requirements': 1) Approved Fabricators. 2) Quality of wood materials to be used in Finish Carpentry. b. Section 06 4115: 'Rostrum Casework'. c. Section 06 4216: 'Flush Wood Paneling'. d. Section 06 4512: 'Architectural Woodwork Wood Trim'. 5. Section 07 9213: 'Elastomeric Joint Sealants' for quality of sealants, submittal and installation requirements. 6. Sections under 09 9000 heading: Back priming of work to be installed against concrete or masonry or subjected to moisture, and finishing of finish carpentry and architectural woodwork. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Economy Grade: The lowest acceptable grade in both material and workmanship requirements, and is for work where price outweighs quality considerations. 507-4746 August 2023 Rexburg 3 Ramp Common Finish Carpentry Requirements - 2 - 06 2001 b. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. c. Premium Grade: The highest Grade available in both material and workmanship where the highest level of quality, materials, workmanship, and installation is required. PART 2 - PRODUCTS 2.1 MATERIALS A. Manufacturers: 1. Manufacturer Contact List: a. Blum Inc, Stanley, NC www.blum.com. b. Bommer Industries, Landrum, SC www.bommer.com. c. CompX National, Mauldin, SC www.nclnet.com. d. Dow Chemical, Midland, MI www.dow.com. e. Flynn & Enslow, San Francisco, CA www.flynnenslow.com. f. Grass America Inc, Kernersville, NC www.grassusa.com. g. Hafele America Co., Archdale, NC hafele.com. h. Hillside Wire Cloth Co., Inc., Bloomfield, NJ www.hillsidewirecloth.com. i. Ives, Indianapolis, IN www.iveshardware.com. j. Knape & Vogt, Grand Rapids, MI www.knapeandvogt.com or Knape & Vogt Canada, Mississaugua, ON (905) 676-8972. k. Olympus Lock Co, Seattle, WA www.olympus-lock.com. l. Owens Corning, Toledo, OH www.owens-corning.com. m. Salice America Inc, Charlotte, NC www.saliceamerica.com. n. SOSS Door Hardware (Division of Universal Industrial Products Company) Pioneer OH www.soss.com. o. Stanley, New Britain, CT www.stanleyhardware.com or Oakville, ON (800) 441-1759. p. TWP Inc., Berkley, CA www.twpinc.com. q. Wire Cloth Manufacturers Inc., Mine Hill, NJ www.wireclothman.com. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Verify walls, ceilings, floors, and openings are plumb, straight, in-line, and square before installing Architectural Woodwork. 2. Report conditions that are not in compliance to Architect before starting installation. 3.2 PREPARATION A. Surface Preparation: 1. Install Architectural Woodwork after wall and ceiling painting is completed in areas where Architectural Woodwork is to be installed. B. Items Installed But Not Furnished Under This Section: Install in accordance with requir ements specified in Section furnishing item. 3.3 INSTALLATION A. Special Techniques: 507-4746 August 2023 Rexburg 3 Ramp Common Finish Carpentry Requirements - 3 - 06 2001 1. AWS Custom Grade is minimum acceptable standard, except where explicitly specified otherwise, for installation of architectural woodwork. B. General Architectural Woodwork Installation: 1. Fabricate work in accordance with measurements taken on Project site. 2. Scribe, miter, and join accurately and neatly to conform to details. 3. Exposed surfaces shall be machine sanded, ready for finishing. 4. Allow for free movement of panels. 5. Countersink nails. Countersink screws and plug those exposed to view. 6. Attach custom casework as specified in Sections under 06 4000 Heading: ‘Furnishing of Architectural Woodwork’ to wall blocking with #10 x 3 inch (76 mm) minimum Cabinet Screws. Attach wall cabinets with screws equally spaced horizontally not to exceed 12 inches (305 mm) O.C. with 3 inch (76 mm) maximum spacing at cabinet edges. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Miscellaneous Wood Trim - 1 - 06 2210 SECTION 06 2210 MISCELLANEOUS WOOD TRIM PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood trim not specified elsewhere as described in Contract Documents. 2. Section 06 4216: 'Flush Wood Paneling'. 3. Section 06 4512: 'Architectural Woodwork Wood Trim'. 4. Section 09 9324: ‘Interior Clear-Finished Hardwood’. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. 2. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual growth rings. It appears as U-shaped or straight markings in the board’s face. 1.3 SUBMITTALS A. Action Submittals: 1. Samples: a. Interior Hardwood for Transparent Finish: 1) Before performing work of this Section, prepare Control Sample, to match sample available from Owner, to be used as finishing standard for interior clear finished hardwood as specified in Section 09 9324. 2) Design Criteria: a) Provide 8 inch by 10 inch (200 mm by 255 mm) sample of Red Oak to match Owner provided stain color selected for Project. b) Control Sample will be used as performance standard for evaluating finish provided. B. Informational Submittals: 1. Source Quality Control Submittals: a. Samples: 1) Interior Hardwood for Transparent Finish: a) Owner will provide Control Sample for finish. 1.4 WARRANTY A. Manufacturer Extended Warranty: 507-4746 August 2023 Rexburg 3 Ramp Miscellaneous Wood Trim - 2 - 06 2210 1. Approved Fabricator’s written guarantee that all Goods and Services will be free from defects in materials and workmanship for a period of five (5) years from date of substantial completion. PART 2 - PRODUCTS 2.1 MATERIALS A. Design Criteria: 1. General: a. Meet requirements of Section 06 4001 for general standards for materials and fabrication of Architectural Woodwork. 2. Clear Finished Hardwood: a. Match materials specified in Section 06 4512. b. Match finish specified in Section 06 4512 and match Owner selected sample as specified in Section 09 9324. 3. Clear Finished Paneling: Match materials specified in Sections 06 4216. 2.2 SOURCE QUALITY CONTROL A. Inspections: 1. Clear Finished Hardwood: a. Color matches Owner provided sample specified in Section 09 9324. PART 3 - EXECUTION: Not Used END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Common Architectural Woodwork Requirements - 1 - 06 4001 SECTION 06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. General standards for materials and fabrication of Architectural Woodwork and for hardware associated with Architectural Woodwork. B. Related Requirements: 1. Section 06 1100: 'Wood Framing' for furring and blocking. 2. Section 06 2001: 'Common Finish Carpentry Requirements' for Installation. 3. Section 06 2210: ‘Miscellaneous Wood Trim’. 4. Section 06 4115: ‘Rostrum Casework’. 5. Section 06 4512: ‘Architectural Woodwork Wood Trim’. 6. Section 09 9324: ‘Interior Clear-Finished Hardwood’ for filling of nail holes and finishing. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. 1.3 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's literature for specialty items and hardware not manufactured by Architectural Woodwork fabricator. 2. Shop Drawings: a. Approved VMR Fabricator: 1) Fabricator First Submittal: a) Provide 1/4 inch (or larger) scale building layout and/or description of required room walls required for field dimension for Field Quality Control Submittal. Provide submittal before rough framing is completed. 2) Fabricator Second Submittal: a) Provide shop drawings for cabinet and casework that are included for project showing details, casework locations and layout and required dimensions based on Field Quality Control Submittals for compliance to Contract Drawings for approval to Project Architect. B. Informational Submittals: 1. Field Quality Control Submittals: 507-4746 August 2023 Rexburg 3 Ramp Common Architectural Woodwork Requirements - 2 - 06 4001 a. Contractor First Submittal: 1) Provide verification field dimensions and updated Contract Drawings of all areas requested from Fabricator First Submittal from Approved VMR Fabricator including but limited to the following: a) Field dimensions (finish wall dimensions) of all walls with casework. 2) Submit First Submittal to VMR Fabricator within three (3) days of completion of gypsum board installation but before gypsum board finishing to allow VMR Fabricator necessary time to complete casework. b. Second Submittal: 1) Provide verification field dimensions and updated Contract Drawings after Rostrum floor framing and gypsum board is installed in Rostrum area as requested from First Submittal from Approved VMR Fabricator including the following: a) Field dimensions (finish wall dimensions) of all walls in rostrum area if included on project. b) Field dimensions of rostrum floor framing. 2. Qualification Statement: a. Fabricator: 1) VMR Approved Fabricators: a) Provide Qualification documentation as part of VMR agreement process. 1.4 QUALITY ASSURANCE A. Qualifications: Requirements of Section 01 4301 applies, but not limited to following: 1. Fabricator: a. VMR Approved Fabricators: 1) Approval subject to VMR agreement process approval. 1.5 DELIVERY, HANDLING, AND STORAGE A. Delivery And Acceptance Requirements: 1. Fabricator Responsibility: a. Assemble architectural woodwork at Architectural Woodwork Fabricator's plant and deliver ready for erection insofar as possible. b. Protect architectural woodwork from moisture and damage while in transit to job site. 2. General Contractor Responsibility: a. Report damaged materials received within two (2) days from delivery at project site. B. Storage And Handling Requirements: 1. General Contractor Responsibility: a. Unload and store in place where it will be protected from moisture and damage and convenient to use. 1.6 WARRANTY A. Manufacturer Extended Warranty: 1. Approved Fabricator’s written guarantee that all Goods and Services will be free from defects in materials and workmanship for a period of five (5) years from date of substantial completion . PART 2 - PRODUCTS 2.1 FABRICATORS A. Approved Fabricators. See Section 01 4301 for Qualification Requirements. 507-4746 August 2023 Rexburg 3 Ramp Common Architectural Woodwork Requirements - 3 - 06 4001 1. Category One VMR Approved Fabricators. See Section 01 6200 for definitions of Categories and Section 01 4301 for Qualification Requirements. a. Anderson Cabinet and Millwork, 198 North 4700 East, Rigby, ID 83442. 1) Contact Information: Matt Miller phone (208) 538-7415 cell (208) 317-7412 e-mail matt@andersoncabinet.net. b. Michael Seiter & Co., Inc., P.O. Box 315 Heber City, UT 84032. 1) Contact Information: Mark Seiter phone (435) 654-0601 fax (435) 654-0613 e-mail mark@msandcoinc.com. c. Thompson and Sons Cabinets, 11834 N. 3400 West, Deweyville, UT 84309. 1) Contact Information: David Thompson cell (435) 230-0876 office (435) 257-7152 e-mail zcabinets@comcast.net. 2. Same Approved Fabricator shall furnish following Specification Sections: a. Section 06 2210: ‘Miscellaneous Wood Trim’. b. Section 06 4115: ‘Rostrum Casework’. c. Section 06 4512: ‘Architectural Woodwork Wood Trim’. 2.2 ASSEMBLIES A. Design Criteria: 1. General: a. AWS Custom Grade is minimum acceptable standard, except where explicitly specified otherwise, for materials, construction, and installation of architectural woodwork. 2. Materials: a. Lumber: 1) Grade: a) No defects in boards smaller than 600 sq in (3 871 sq cm). b) One defect per additional 150 sq inches (968 sq cm) in larger boards. c) Select pieces for uniformity of grain and color on exposed faces and edges. d) No mineral grains accepted. 2) Allowable Defects: a) Tight knots not exceeding 1/8 inch (3 mm) in diameter. No loose knots permitted. b) Patches (dutchmen) not apparent after finishing when viewed beyond 18 inches (450 mm). c) Checks or splits not exceeding 1/32 inch by 3 inches (1 mm by 75 mm) and not visible after finishing when viewed beyond 18 inches (450 mm). d) Stains, pitch pockets, streaks, worm holes, and other defects not mentioned are not permitted. e) Normal grain variations, such as cats eye, bird's eye, burl, curl, and cross gr ain are not considered defects. 3) Use maximum lengths possible, but not required to exceed 10 feet (3 meters) without joints. No joints shall occur closer than 72 inches (1 800 mm) in straight runs exceeding 18 feet (3 600 mm). Runs between 18 feet (3 600 mm) and 10 feet (3 meters) may have no more than one joint. No joints shall occur within 72 inches (1 800 mm) of outside corners nor within 18 inches (450 mm) of inside corners. 4) Moisture content shall be six (6) percent maximum at fabrication. No opening of joints due to shrinkage is acceptable. B. Fabrication: 1. Follow Architectural Woodwork Standards (AWS) for fabrication of Architectural Woodwork. 2. Tolerances: a. No planer marks (KCPI) allowed. Sand wood members and surfaces with 100 grit or finer. b. Maximum Gap: None allowed. c. Flushness Variation: 0.015 inch (0.4 mm) maximum. d. Sanding Cross Scratches: 1/4 inch (6 mm) maximum. e. Plug screw holes. Screw locations not to be visible beyond 18 inches (450 mm). 3. Fabricate work in accordance with measurements taken on job site. 4. 'Ease' sharp corners and edges of exposed members to promote finishing and protect users from slivers. Radius of 'easing' shall be uniform throughout Project and between 1/32 and 1/16 of an inch (0.8 and 1.6 of a millimeter). 507-4746 August 2023 Rexburg 3 Ramp Common Architectural Woodwork Requirements - 4 - 06 4001 5. Fabricate so veneer grain is vertical. 6. Joints: a. Use lumber pieces with similar grain pattern when joining end to end. b. Compatibility of grain and color from lumber to panel products is required. 7. Install hardware in accordance with Manufacturer's directions. Leave operating hardware operating smoothly and quietly. 8. Remove or repair damaged surface of or defects in exposed finished surfaces of architectural woodwork to match adjacent similar undamaged surface. PART 3 - EXECUTION: Not Used END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Rostrum Casework - 1 - 06 4115 SECTION 06 4115 ROSTRUM CASEWORK PART 1 - GENERAL 1.1 SUMMARY A. Products Furnished But Not Installed Under This Section: 1. Rostrum casework as described in Contract Documents consisting of the following: a. Modesty Rail. b. Ramp Sidewall. c. Wood Handrails and Handrail Brackets. B. Related Requirements: 1. Section 06 1100: 'Wood Framing' for wall blocking required for Rostrum Casework. 2. Section 06 2001: ‘Common Finish Carpentry Requirements’: a. Installation of Rostrum Casework. 3. Section 06 4001: 'Common Architectural Woodwork Requirements': a. Approved Fabricators. b. General standards for materials and fabrication of Architectural Woodwork. c. Action Submittals for shop drawings from Fabricator. d. Field Quality Control Submittals for field dimensions provided to Fabricator from Contractor. 4. Section 09 9324: ‘Interior Clear-Finished Hardwood’. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Butcher Block (also known as Edge Grain Construction or Face Glued): Resembling that used for a butcher's chopping block, formed by bonding or gluing together thick laminated strips of wood. 2. Face Veneer: The outermost exposed wood veneer surface of a veneered wood door, panel, or other component exposed to view when the project is completed. 3. Flitch: A hewn or sawn log made ready for veneer production or the actual veneer slices of one half log, kept in order, and used for the production of fine plywood panels. 4. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. 5. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual growth rings. It appears as U-shaped or straight markings in the board’s face. 6. Plain Slicing: Most commonly used for hardwood plywood. The log is cut in half, and one half is placed onto a carriage and moved up and down past a fixed knife to produce the veneers. Veneer is sliced parallel to the pith of the log and approximately tangent to the growth rings to achieve flat-cut veneer. Each piece is generally placed in a stack and kept in order. One half log, sliced this way, is called a “flitch.” 7. Running Match: Each panel face is assembled from as many veneer leaves as necessary. Any portion left over from one panel may be used to start the next. 507-4746 August 2023 Rexburg 3 Ramp Rostrum Casework - 2 - 06 4115 8. Stile-and-Rail Construction: A technique often used in the making of doors, wainscoting, and other decorative features for cabinets and furniture. The basic concept is to capture a panel within a frame, and in its most basic form it consists of five members: the panel and the four members that make up the frame. The vertical members of the frame are called stiles, while the horizontal members are known as rails. C. Reference Standards: 1. International Electrotechnical Commission (IEC): a. IEC 60529 (ed. 2.1 b:2001), ‘Degrees of protection provided by enclosures (IP Code). 2. International Organization for Standards (ISO): a. ISO 3746:2010, ‘Acoustics - Determination of sound power levels and sound energy levels of noise sources using sound pressure - Survey method using an enveloping measurement surface over a reflecting plane’. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate the efforts of the various trades affected by the Work of this Section. 2. Coordinate completion of 2x6 (50mm x 100mm) wall blocking for rostrum casework. 3. Coordinate completion of electrical and audio video wiring with rostrum casework. 4. Coordinate completion of rostrum casework. B. Sequencing: 1. Install rostrum casework after following as been completed: a. Adjacent millwork. b. Adjacent walls and ceilings are finished. 1.4 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. As specified in as specified in Action Submittals in Section 06 4001 ‘Common Architectural Woodwork Requirements’. 2. Samples: a. Interior Hardwood for Transparent Finish: 1) Before performing work of this Section, prepare Control Sample, to match sample available from Owner, to be used as finishing standard for interior clear finished hardwood as specified in Section 09 9324. 2) Design Criteria: a) Provide 8 inch by 10 inch (200 mm by 255 mm) sample of Red Oak to match Owner provided stain color selected for Project. b) Control Sample will be used as performance standard for evaluating finish provided. B. Informational Submittals: 1. Source Quality Control Submittals: a. Samples: 1) Interior Hardwood for Transparent Finish: a) Owner will provide Control Sample from project for finish. 2. Field Quality Control Submittals: a. Field dimensions: 1) Contractor Responsibility: a) Provide field dimensions of Rostrum area to Approved Fabricator as specified in Field Quality Control Submittal in Section 06 4001 ‘Common Architectural Woodwork Requirements’. C. Closeout Submittals: 507-4746 August 2023 Rexburg 3 Ramp Rostrum Casework - 3 - 06 4115 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Warranty Documentation: 1) Final, executed copy of Warranty. 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Assemble Rostrum Casework at Architectural Woodwork Fabricator's plant and deliver ready for erection insofar as possible. 2. Protect Rostrum Casework from moisture and damage while in transit to job site. 3. Report damaged materials received. B. Storage And Handling Requirements: 1. Unload and store in secure place where it will be protected from moisture and damage and convenient to use. 1.6 WARRANTY A. Manufacturer Extended Warranty: 1. Approved Fabricator’s written guarantee that all Goods and Ser vices will be free from defects in materials and workmanship for a period of five (5) years from date of substantial completion. PART 2 - PRODUCTS 2.1 MANUFACTURED UNITS A. Description: 1. Rostrum casework consists: a. Modesty Rail. b. Ramp Sidewall. c. Wood Handrails and Handrail Brackets. B. Design Criteria: 1. AWS Custom Grade is minimum acceptable standard for materials, construction, and installation of architectural woodwork. 2. Interior Hardwood for Transparent Finish. Furnish factory-finish matching Owner selected sample for Rostrum Casework: a. Design Criteria: 1) Factory-finish to match Owner selected sample as specified in Section 09 9324. b. Match existing Project Color Scheme: 1) Control Sample provided by Owner: a) Control Sample will be existing wood item from Project. C. Materials: 1. Rostrum Casework as described in Contract Documents. a. Material: 1) Solid Wood: Plain sawn Red Oak. 2) Paneling: Panel Product with plain sliced Red Oak veneer. b. Rostrum Rail: 1) Running match construction. 2) Fabricator Option: a) Option A: One (1) 3/4 inch (19 mm) 'A' face veneer panel product both sides. b) Option B: Two (2) 1/2 inch (12.7 mm) 'A' face veneer one side panel product laminated together. c. End (Wing) Supports: 507-4746 August 2023 Rexburg 3 Ramp Rostrum Casework - 4 - 06 4115 1) No butcher block (edge grain construction) permitted. 2. Wood handrails and brackets. D. Fabrication: 1. Following Architectural Woodwork Standards (AWS) for fabrication of Rostrum casework. 2.2 SOURCE QUALITY CONTROL A. Inspections: 1. Clear Finished Hardwood: a. Color matches Owner provided sample specified in Section 09 9324. PART 3 - EXECUTION: Not Used END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Flush Wood Paneling: Custom Grade - 1 - 06 4216 SECTION 06 4216 FLUSH WOOD PANELING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality requirements for AWS custom grade hardwood veneer paneling. B. Related Requirements: 1. Section 06 4001: Common Architectural Woodwork Requirements. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Balanced-Match: A common term in book-matching that uses two or more leaves of uniform width on the face of a panel, wherein the two outermost leaves in a panel or face are of the same width. 2. Book-Match: Matching between adjacent veneer leaves on one panel face. Every other piece of veneer is turned over so that the adjacent leaves are “opened” as two pages in a book. The fiber s of the wood, slanting in opposite directions in the adjacent leaves, create a characteristic light and dark effect when the surface is seen from an angle. 3. Face Veneer: The outermost exposed wood veneer surface of a veneered wood door, panel, or other component exposed to view when the project is completed. 4. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. 5. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual growth rings. It appears as U-shaped or straight markings in the board’s face. PART 2 - PRODUCTS 2.1 MATERIALS A. AWS Custom Grade Hardwood Panels: 1. Panel Product 3/8 inch (9.5 mm) thick. 2. For Transparent Finishes: a. Face Veneer: Plain sliced Red Oak meeting requirements of AWS Grade A, 1/50 inch (0.5 mm) thick minimum immediately before finishing. b. Balancing Backer Veneer: Any compatible veneer. c. Matching of veneer leaves: Bookmatch. d. Veneer matching within panel face: Center and balanced matched. e. Veneer matching from panel to panel: Sequence match. 3. For Opaque Finishes: a. Face Veneer: 1/16 inch (1.6 mm) thick Birch or Poplar, or MDO. 507-4746 August 2023 Rexburg 3 Ramp Flush Wood Paneling: Custom Grade - 2 - 06 4216 b. Balancing Backer Veneer: Any compatible veneer. B. Solid trim shall be plain sawn wood to match face veneer. PART 3 - EXECUTION: Not Used END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Wood Stairs - 1 - 06 4313 SECTION 06 4313 WOOD STAIRS PART 1 - GENERAL 1.1 SUMMARY A. Products Furnished But Not Installed Under This Section: a. Rostrum. B. Related Requirements: 1. Section 06 1100: 'Wood Framing' for stair stringers. 2. Section 06 1636: 'Wood Panel Product Sheathing'. 3. Section 06 2001: 'Common Finish Carpentry Requirements' for Installation. 4. Section 06 4001: 'Common Architectural Woodwork Requirements'. PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Materials: 1. Treads: a. 5/4 inch (32 mm) clear Douglas Fir or Southern Pine, or 1-1/8 inch (28 mm) thick high density particle board preformed stair tread. b. Treads to have 1/2 inch (13 mm) radius at top outside edge. 2. Risers: 4/4 inch (25 mm) clear Douglas Fir or Southern Pine, or 3/4 inch (19 mm) plywood meeting requirements specified in Section 06 1636. PART 3 - EXECUTION: Not Used END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Architectural Woodwork Wood Trim - 1 - 06 4512 SECTION 06 4512 ARCHITECTURAL WOODWORK WOOD TRIM PART 1 - GENERAL 1.1 SUMMARY A. Products Furnished But Not Installed Under This Section: 1. Handrails. 2. Hardwood base. 3. Hardwood handrail at Rostrum Ramp. 4. Hardwood trim. B. Related Requirements: 1. Section 06 1100: 'Wood Framing' for wall blocking required for Wood Trim. 2. Section 06 2001: ‘Common Finish Carpentry Requirements’: a. Installation of Wood Trim. 3. Section 06 2210: Remaining Wood Trim. 4. Section 06 4001: 'Common Architectural Woodwork Requirements': a. Approved Fabricators. b. General standards for materials and fabrication of Architectural Woodwork. 5. Section 09 9324: ‘Interior Clear-Finished Hardwood’. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade. a. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. 2. Plain Slicing: Most commonly used for hardwood plywood. The log is cut in half, and one half is placed onto a carriage and moved up and down past a fixed knife to produce the veneers. Veneer is sliced parallel to the pith of the log and approximately tangent to the growth rings to achieve flat-cut veneer. Each piece is generally placed in a stack and kept in order. One half log, sliced this way, is called a “flitch". 3. Plain-Sawn: A hardwood figure developed by sawing a log lengthwise at a tangent to the annual growth rings. It appears as U-shaped or straight markings in the board’s face. 4. Running Trim: Generally combined in the term “standing and running trim” and refers to random, longer length trims delivered to the jobsite (e.g., baseboard, chair rail, crown molding). 1.3 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Include materials used, standing and running trim profiles, joint details, and hardware. 2. Samples: a. Interior Hardwood for Transparent Finish: 507-4746 August 2023 Rexburg 3 Ramp Architectural Woodwork Wood Trim - 2 - 06 4512 1) Before performing work of this Section, prepare Control Sample, to match sample available from Owner, to be used as finishing standard for interior clear finished hardwood as specified in Section 09 9324. 2) Design Criteria: a) Provide 8 inch by 10 inch (200 mm by 255 mm) sample of Red Oak to match Owner provided stain color selected for Project. b) Control Sample will be used as performance standard for evaluating finish provided. 1.4 WARRANTY A. Manufacturer Extended Warranty: 1. Approved Fabricator’s written guarantee that all Goods and Services will be free from defects in materials and workmanship for a period of five (5) years from date of substantial completion. PART 2 - PRODUCTS 2.1 MATERIALS A. Manufacturers: 1. Approved Fabricators. See Section 06 4001 for Approved Fabricators. B. Performance / Design Criteria: Conform to requirements of Section 06 4001 ‘Common Architectural Woodwork Requirements’. 1. Glue: Waterproof and of best quality. 2. Factory-finish to match Owner selected sample as specified in Section 09 9324. C. Architectural Woodwork Wood Trim: 1. Interior Hardwood For Transparent Finish: a. Design Criteria: 1) Solid wood shall be plain sawn Red Oak. 2) Paneling shall be panel product with plain sliced Red Oak veneer. 3) Finish to match Owner selected sample as specified in Section 09 9324. b. Match existing Project Color Scheme: 1) Control Sample provided by Owner: a) Control Sample will be existing wood item from Project. 2.2 SOURCE QUALITY CONTROL A. Inspections: 1. Clear Finished Hardwood: a. Color matches Owner provided sample specified in Section 09 9324. PART 3 - EXECUTION Not Used END OF SECTION Table of Contents - 1 - 07 0000 D I V I S I O N 07: T H E R M A L A N D M O I S T U R E P R O T E C T I O N 07 2000 T H E R M A L P R O T E C T I O N 07 2116 BLANKET INSULATION 07 2419 WATER-DRAINAGE EIFS 07 7219 PLASTIC SHEET AIR BARRIERS 07 9000 J O I N T P R O T E C T I O N 07 9213 ELASTOMERIC JOINT SEALANTS END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp Blanket Insulation - 1 - 07 2116 SECTION 07 2116 BLANKET INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install unfaced thermal insulation in ceilings as described in Contract Documents. 1.2 REFERENCES A. Reference Standards: 1. ASTM International: a. ASTM C665-17, ‘Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing'. 1.3 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Insulation shall be manufactured and installed in compliance with International Building Code (IBC) or other applicable building codes. PART 2 - PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Insulation: a. Type One Acceptable Manufacturers: 1) Certainteed Corp, Valley Forge, PA www.certainteed.com. 2) FiberTEK, Salt Lake City, UT www.fibertekinsulation.com. 3) Guardian Fiberglass, Greer, SC www.guardianbp.com. 4) Johns Manville, Denver, CO www.jm.com. 5) Knauf Fiber Glass, Shelbyville, IN www.knaufusa.com. 6) Owens-Corning Fiberglass Corporation, Toledo, OH www.owens-corning.com. 7) Thermafiber, Wabash, IL www.thermafiber.com. b. Equal as approved by Architect before bidding. See Section 01 6200. B. Materials: 1. Thermal And Acoustic Insulation: a. Order insulation by 'R' value rather than 'U' value, rating, or thickness, either 16 or 24 inches (400 or 600 mm) wide according to framing spacing. b. Faced Insulation: 1) Kraft faced meeting requirements of ASTM C665, Type II, Class C. c. Unfaced Insulation: Meet requirements of ASTM C665, Type I. 1) Support at trussed rafters: a) Provide support at trussed rafters where insulation is not enclosed by structure or drywall. b) Provide stings/wires which run perpendicular to framing and attach at each trussed rafter and to framing at 32 inches (800 mm) O.C. minimum and where batt ends adjoin each other. 507-4746 August 2023 Rexburg 3 Ramp Blanket Insulation - 2 - 07 2116 or c) Class Two Quality Standard: Simpson Strong Tie IS Insulation Supports with 14 gauge (1.89 mm) carbon steel, spring wire and mitered tips for 16 inch (400 mm) O.C. and 24 inch (610 mm) O.C. spacing. d. 'R' Value Required: 1) Acoustically Insulated Ceilings: a) Enclosed Spaces: Fill framed cavity with batt of appropriate thickness. b) Unenclosed Spaces: R-19. c) Unenclosed Spaces above Offices and Restrooms: R-30. 2) Thermally Insulated Ceilings / Roof: a) R-38C Cathedral / High Density: At 2x12 (50x300 mm) Overbuild Framing. b) R-38 Standard: All Other. (R-49 in Climate Zones 6, 7, and 8). 3) Wood Wall Stud Framing: R-11 3-1/2 inches deep 89 mm deep R-19 5-1/2 inches deep 140 mm deep R-25 7-1/4 inches deep 184 mm deep R-30 9-1/4 inches deep 235 mm deep R-38 11-1/4 inches deep 286 mm deep 2.2 ACCESSORIES SYSTEMS A. Attic Baffles: 1. Design Criteria: a. Baffle can be used with spray foam, loose-fill, fiberglass, or other insulation materials. 2. Type One Acceptable Manufacturers: a. SB24 SmartBaffle by DCI Products, Inc., Clifton Heights, PA www.dciproducts.com. b. Equal as approved by Architect before bidding. See Section 01 6200. PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Leave no gaps in insulation envelope. 2. If two layers of insulation are used to attain required 'R' value, only layer towards interior of building shall have facing. 3. Provide minimum clearance around recessed lighting fixtures as approved by local code. B. In Framing: 1. Install insulation behind plumbing and wiring, around duct and vent line penet rations, and in similar places. 2. Fit ends of batts snug against top and bottom plates. 3. Fit batts snug against stud framing at each side. C. Attic Baffles: 1. Install in accordance with manufacturer's instructions. 2. Install baffles between trusses and rafters at ventilation spaces to prevent insulation from blocking airflow from soffit. 3. Install baffles to prevent insulation from blocking ventilation airflow from soffit. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 1 - 07 2419 SECTION 07 2419 WATER-DRAINAGE EIFS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install drainage-type PB EIFS system as described in Contract Documents, including sealants. B. Related Requirements: 1. Section 06 1636: ‘Wood Panel Product Sheathing’. 1.2 REFERENCES A. Definitions: 1. Base Coat: Any or all layers of plaster in place prior to application of finish coat. 2. Drainage Medium: Means that allows incidental moisture to drain to exterior of EIFS wall cladding. 3. EIFS (Exterior Insulation And Finish System: Nonstructural, nonload-bearing, exterior wall cladding systems that consist of an insulation board attached either adhesively or mechanically, or both, to the substrate; an integrally reinforced base coat; and a textured protective finish coat. 4. Finish: Final layer of plaster applied over basecoat. 5. Gypsum Sheathing: Gypsum board used as backing for exterior surface materials. 6. Impact Resistant: Flying debris will not puncture. 7. Insulation Board: Expanded polystyrene (EPS) insulation board, which is affixed to the substrate. 8. Reinforcing Mesh: Glass fiber mesh used to reinforce the base coat and to provide impact resistance. 9. Water Resistive Barrier: Interior material behind EIFS that is intended to resist liquid water that has penetrated behind the EIFS. B. Reference Standards: 1. American National Standards Institute / Factory Mutual Resource Corporation: a. ANSI FM 4880:2017, ‘Evaluating the Fire Performance of Insulated Building Panel Assemblies and Interior Finish Materials'. 2. ASTM International: a. ASTM C150/C150M-18, ‘Standard Specification for Portland Cement’. b. ASTM C578-18, ‘Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation.' c. ASTM C1382-16, ‘Test Method for Determining Tensile Adhesion Properties of Sealants When Used in Exterior Insulation and Finish Systems (EIFS) Joints’. d. ASTM E330/E330M-14, ‘Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference’. e. ASTM E2273-18, ‘Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies’. f. ASTM E2486/E2486M-13(2018), ‘Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS)’. g. ASTM E2568-17a, ‘Standard Specification for PB Exterior Insulation and Finish Systems’. h. ASTM E2570/E2570M-07(2014), ‘Standard Test Methods for Evaluating Water-Resistive Barrier (WRB) Coatings Used under Exterior Insulation and Finish Systems (EIFS) or EIFS with Drainage’. 3. International Code Council (ICC): a. AC212, ‘Acceptance Criteria For Water-Resistive Coatings Used As Water-Resistive Barriers’. b. AC219, ‘Acceptance Criteria For Exterior Insulation And Finish Systems’. 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 2 - 07 2419 c. AC235, ‘Acceptance Criteria for EIFS Clad Drainage Wall Assemblies’. 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in MANDATORY pre-installation conference. 2. Schedule meeting for after installation of foam and reinforcing mesh, but before flashing of openings. 3. In addition to agenda items specified in Section 01 3100, review following: a. During Conference, apply flashing at one window and associated back-wrapping at same location. Examine foam and reinforcing installation as well. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Provide Manufacturer’s product data sheets describing products to be used. b. Provide Manufacturer’s storage and handling, preparation, and installation requirements. c. Color selection. 2. Shop Drawings: a. Provide Manufacturer's details and recommended sealant application and details for flashing of drainage EIFS assembly. b. Show wall layout, connections, details, expansion joints and installation sequence. 3. Samples: a. Field created sample of each color and texture to be used. Make sample with same tools and techniques to be used on Project. 1) Acceptable sample panel to be stand alone panel and not part of Work. 2) Sample to be comprised of all wall assembly components including substrate, insulation board, Base Coat, Reinforcing Mesh, primer (if specifie d), Finish Coat, and typical sealant/flashing conditions. B. Informational Submittals: 1. Certificate: a. Sealant Manufacturer’s certificate of compliance with ASTM C1382. 2. Test And Evaluation Reports: a. Provide Manufacture’s applicable code compliance report. 3. Qualification Statements: a. Letter from EIFS Manufacturer certifying level of training and experience of Installer. b. System Manufacturer’s approval of Installer. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Operations and Maintenance Data: 1) Maintenance, cleaning, and repair instructions. b. Warranty Documentation: 1) Final, executed copy of Warranty. c. Record Documentation: 1) Manufacturers documentation: a) Manufacturer's literature. b) Color selection. c) Shop Drawings. 1.5 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. System shall be recognized for intended use by applicable building codes. 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 3 - 07 2419 B. Qualifications: 1. Installers: a. Installer shall be experienced and competent in installation EIFS systems and have performed at least ten (10) installations of similar size, scope, and complexity in each of the past five (5) years and be approved and listed applicator by EIFS Manufacturer. C. Single Source Responsibility: All EIFS materials shall be from a single manufacturing source, or listed as an approved source. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Materials shall be delivered in original, unopened packages with labels intact. Protect during transportation to avoid physical damage. 2. Upon arrival, materials shall be inspected for physical damage, freezing, or overheating. Questionable materials shall not be used. B. Storage And Handling Requirements: 1. Store in cool, dry location, out of direct sunlight and weather, and at temperatures above 40 deg F (4.4 deg C) or greater than 110 deg F (43 deg C) and remain so for twenty four (24) hours thereafter. 2. Stack insulation board flat, fully supported off the ground and protected from direct exposure to the sun. 1.7 FIELD CONDITIONS A. Ambient Conditions: 1. Ambient air temperature shall be 40 deg F (4.4 deg C) minimum and rising at time of installation and remain at 40 deg F (4.4 deg C) or above for twenty four (24) hours minimum after application. 2. Ambient air temperature shall not exceed 120 deg F (49 deg C) within twenty four (24) hours of application. 3. Do not install system during inclement weather conditions, excessive wind or rain. 1.8 WARRANTY A. Manufacturer Warranty: 1. Manufacturer's ten (10) year guarantee that system shall be free from defects that will affect its weather resistance. 2. Installer Warranty: Installer shall warranty project against workmanship and installation for five (5) years. PART 2 - PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Class One Quality Standard. See Section 01 6200. a. BASF Senergy Senerflex Channeled Adhesive Design. b. Dryvit Outsulation Plus MD. c. Parex Standard Water Master Drainage. d. Master Wall Rollershield Drainage System. 2. Approved Manufacturers: a. BASF Wall Systems, Jacksonville, FL www.senergy.basf.com. b. Dryvit, West Warwick, RI www.dryvit.com. 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 4 - 07 2419 c. Master Wall Inc, Midland, GA www.masterwall.com. d. Parex, Anaheim, CA www.parex.com. e. STO Finish Systems Div, Atlanta, GA www.stocorp.com. B. Description: 1. Drainage type Exterior Insulation and Finish System (EIFS) consisting of Adhesive to create drainage planes, Expanded Polystyrene Insulation (EPS) Board, Base Coat with embedded Reinforcing Fabric Mesh, and Finish Coat. System is installed over drainage track or back wrapped weep holes and applied over glass mat gypsum sheathing or wall sheathing. 2. Style / pattern / color as selected by Architect or Owner’s Representative. C. Design Criteria: 1. EIFS shall be constructed such that it meets performance characteristics required in ASTM E2568. 2. System to meet the performance and testing requirements of the International Code Council (ICC) Acceptance Criteria AC212 and AC235. 3. Design Wind loads: a. Withstand positive and negative wind loads as specified by Building Code and tested by ASTM E330/E330M. 4. Drainage Medium to comply with requirements of ASTM E2273. 5. Substrate Systems: a. Engineered to withstand applicable design loads as required by IBC Chapter 16 including required safety factor. b. Maximum deflection of substrate system under positive or negative design loads shall not exceed L/240 of span except as otherwise approved in writing by EIFS manufacturer prior to installation. c. Substrate dimensional tolerance: Flat within 1/4 inch (6.4 mm) in any 4 feet (1.2 m) radius. d. Surface irregularities: Sheathing not over 1/8 inch (3 mm); masonry not over 3/16 inch (4.76 mm). 6. Impact Resistance Classification: EIFS shall be classified in accordance with ASTM E2486/E2486M classification and impact ranges as follows: a. Standard Impact Resistance: 1) Impact Range: 25-49 in-lbs (2.8 – 5.6 J). 2) Minimum Tensile Strength: 150 lbs/in (27 g/cm). b. High Impact Resistance: 1) Impact Range: 90-150 in-lbs (10.2–17.0 J). 2) Minimum Tensile Strength: 300 lbs/in (54 g/cm). 7. Insulation Board: Meet requirements of ASTM C578, nominal 1 lb per cu ft (16 kg per cu m) aged expanded polystyrene by EIFS Manufacturer. 8. Portland Cement: Shall be Type I or II, meeting ASTM C150/C150M, white or gray in color, fresh and free of lumps. 9. Weather Resistance: a. EIFS with drainage shall have an average minimum drainage efficiency of ninety (90) percent when tested in accordance of requirements of ASTM E 2273. b. Water-resistive barrier shall comply with IBC Section 1404.2 or ASTM E2570/E2570M. D. Materials: 1. General: a. Acceptable substrate: 1) Gypsum Sheathing: See Section 06 1643: ‘Gypsum Sheathing’. 2) Oriented Strand Board (OSB): See Section 06 1636: ‘Wood Panel Product Sheathing’. 3) Plywood: See Section 06 1636: ‘Wood Panel Product Sheathing’. b. The configuration of the water resistive barrier, drainage plane and flashing and EIFS materials, must allow for the egress of incidental moisture. c. Inclined surfaces shall follow the guidelines listed below: 1) Minimum slope: 6 inch (152 mm) of vertical rise in 12 inches (305 mm) of horizontal run. 2) For sloped surfaces, run of slope shall be a maximum of 12 inches (305 mm). 3) Usage not meeting above criteria shall be approved by EIFS Manufacturer prior to installation. 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 5 - 07 2419 d. Building interior shall be separated from insulation board by 1/2 inch (12.7 mm) of gypsum board or equivalent fifteen (15) minute thermal barrier. 2. Base Coat: a. Manufacturer's standard. 3. Drainage Track: a. Standard of EIFS Manufacturer. 4. Finish Coat: a. One hundred (100) percent acrylic, factory-mixed, elastomeric, flexible coating with integral color and texture. 5. Liquid Applied Water Resistive Barrier: a. Apply liquid applied water resistive barrier over all seams of sheathing and embed sheathing tape. b. Then spray or roll apply additional liquid applied water resistive barrier over all sheathings and substrates in number of coats and constancy as per Manufacturer’s requirements and recommendations to achieve coverages as required. 6. Insulation Board: a. At system termination, completely encapsulate insulation board edges by mesh reinforced base coat, substrate or drainage track (limited to terminations at foundation). b. Maximum thickness of insulation board shall be in accordance with applicable building codes and EIFS manufacturer requirements. 7. Insulation Board Adhesive: Standard of EIFS Manufacturer. 8. Water: a. Clean, drinkable, and free of foreign matter. 2.2 ACCESSORIES A. Flashing: 1. Flashing shall be continuous and watertight. 2. Flashing shall be designed and installed to prevent water infiltration behind the EIFS. B. Expansion Joints: Continuous expansion joints shall be installed at the following locations in accordance with Manufacturer’s recommendations: 1. At building expansion joints. 2. At substrate expansion joints. 3. At floor lines in wood frame construction. 4. Where EIFS panels abut one another. 5. Where EIFS abuts other materials. 6. Where significant structural movement occurs, such as the following: a. Changes in roof line. b. Changes in building shape and/or structural system. c. Where substrate changes. 7. Substrate movement and expansion and contraction of EIFS and adjacent materials shall be taken into account in design of expansion joints, with proper consideration given to sealant properties, installation conditions, temperature range, coefficients of expansion of materials, joint width to depth ratios, and other material factors. Minimum width of expansion joints shall be as follows: a. 1/2 inch (12.7 mm) where EIFS abuts other materials. b. 3/4 inch (19 mm) EIFS abuts the EIFS. C. Mechanical Fasteners: 1. Masonry: a. Type M expansion fastener with 1-1/2 inch (38 mm) diameter washer and one inch (25 mm) minimum penetration into masonry. 2. Steel Framing, 20 ga (0.91 mm) And Thinner: a. Type S self-tapping bugle head screws with 1-1/2 inch (38 mm) diameter washer and 5/8 inch (15.9 mm) minimum penetration into framing. 3. Steel Framing, Thicker Than 20 ga (0.91 mm): a. Type S-12 self-tapping bugle head screws with 1-1/2 inch (38 mm) diameter washer and 5/8 inch (15.9 mm) minimum penetration into framing. 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 6 - 07 2419 4. Wood Framing: a. Type W bugle head screws with 1-1/2 inch (38 mm) diameter washer and 5/8 inch (15.9 mm) minimum penetration into framing. D. Reinforcing Mesh: 1. Standard Mesh: Balanced, open weave treated glass fiber mesh by EIFS Manufacturer, 4 oz per sq yd (135 g per sq m) minimum weight. 2. High Strength Mesh: A balanced, open weave treated glass fiber mesh by EIFS Manufacturer made for high impact areas, 20 oz per sq yd (678 g per sq m) minimum. E. Sealants: 1. Quality Standard. See Section 01 6200: a. Silicone by Dow or GE as acceptable to EIFS Manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Before application, inspect substrate and flashing for compliance with Contract Documents and with EIFS Manufacturer's printed requirements. 2. Verify that step flashing and roof diverters have been installed properly for 'roof to wall' conditions. 3. Notify Architect of unsuitable conditions in writing. a. Do not install material over unsuitable conditions. 4. Commencement of Work by installer is considered acceptance of substrate. 3.2 PREPARATION A. Protect adjoining work and property during installation. B. Clean surfaces thoroughly prior to installation. C. Prepare substrate to be free of foreign materials, such as oil, dust, dirt, form-release agents, efflorescence, paint, wax, water repellants, moisture, frost, and any other condition that may inhibit adhesion using methods recommended by the Manufacturer for achieving best results. D. Application of wet materials shall not take place during inclement weather unless appropriate protection is provided. Protect materials from inclement weather until they are completely dry. 3.3 INSTALLATION A. General: 1. Install drainage components required by Manufacturer's system if not incorporated into other elements of system. 2. Roof To Wall: a. Provide 2 inch (50 mm) minimum spacing above roofing. B. Liquid Applied Water Resistive Barrier: 1. Verify substrate is dry, clean, sound, and free of releasing agents, paint, or other coatings prior to installation of fluid applied water resistive barrier. C. Insulation Board: 1. Follow Manufacturer’s written instruction for installation of Insulation Board. 507-4746 August 2023 Rexburg 3 Ramp Water-Drainage EIFS - 7 - 07 2419 2. Apply insulation board horizontally in running bond pattern with joints staggered in relation to substrate joints and staggered and interlocked at corners. 3. Attach board to substrate with mechanical fasteners where required by EIFS Manufacturer. 4. Sand high spots to create smooth surface. D. Base Coat And Reinforcing: 1. Apply base coat to all exposed insulation board. Embed one (1) layer of high strength mesh with edges abutted and material smoothed out until completely embedded in adhesive. Allow to cure for twenty-four (24) hours. 2. Apply base coat over cured, reinforced base coat. Embed one (1) layer of standard reinforcing mesh overlapping edges 2-1/2 inches (63 mm) minimum. Smooth out material until completely embedded and allow twenty-four (24) hours to cure. E. Finish Coat: 1. Correct surface irregularities, such as trowel marks and board lines. 2. Apply finish coat with stainless steel trowel using sufficient manpower and equipment to insure continuous wet edge to prevent cold joint, scaffolding lines, etc. Same type of equipment and techniques shall be used by all applicators. Finish shall closely match samples prepared for Architect. F. Apply sealants as required by EIFS Manufacturer. G. Tolerances: 1. Deflection of the substrate systems shall not exceed L/240 times the span. 2. Substrate shall be flat within 1/4 inch (6.4 mm) in 4 feet (1.2 m) radius. 3.4 FIELD QUALITY CONTROL A. Non-Conforming Work: Non-conforming work as covered in the General Conditions applies, but is not limited to the following: 1. Roof To Wall: a. Non-conforming work includes required 2 inch (50 mm) minimum spacing above roofing. 2. Correct any work found defective or not complying with contract document requirements at no additional cost to the Owner. 3.5 CLEANING A. Remove debris resulting from work of this Section and clean adjacent surfaces. 3.6 PROTECTION A. Protect from inclement weather and other sources of damage until dry and permanent protection in the form of flashings, sealants, etc. are installed. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Plastic Sheet Air Barriers - 1 - 07 2719 SECTION 07 2719 PLASTIC SHEET AIR BARRIERS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install air infiltration barriers on exterior side of exterior wall sheathing as described in Contract Documents. 1.2 REFERENCES A. Reference Standards: 1. ASTM International: a. ASTM E1677-11, 'Standard Specification for an Air Barrier (AB) Material or System for Low- Rise Framed Building Walls'. 1.3 SUBMITTALS A. Informational Submittals: 1. Test And Evaluation Reports: Copy of test results showing performance characteristics. B. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Warranty Documentation: 1) Final, executed copy of Warranty (if available from Manufacturer). 1.4 QUALITY ASSURANCE A. Qualifications: Requirements of Section 01 4301 applies, but is not limited to following: 1. Manufacturer Qualifications: a. Provide single source for all products of system. 1.5 WARRANTY A. Manufacturer Warranty: 1. Manufacturer's limited warranty (if available on product). PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Manufacturers: 1. Category Four Approved Products. See Section 01 6200 for definitions of Categories: a. Styrofoam Weathermate Plus by Dow, Chemical Co, Midland, MI www.dow.com b. Tyvek HomeWrap by Du Pont Company, Wilmington, DE www.dupont.com c. DriShield Housewrap by Protecto Wrap, Denver, CO www.protectowrap.com d. Fortress Pro by Raven Industries, Sioux Falls, SD www.ravenind.com e. Typar Housewrap by Fiberweb, Old Hickory, TN www.typar.com. 507-4746 August 2023 Rexburg 3 Ramp Plastic Sheet Air Barriers - 2 - 07 2719 B. Materials: 1. Air Retarder: a. Non-woven. b. Meet requirements of ASTM E1677, Type I. 2. Sealing Tape: a. Type Two Acceptable Products: 1) DuPont Contractor Tape. 2) Fortress Pro Seaming Tape. 3) Typar Construction Tape. 4) 3M Contractor Sheathing Tape. 5) Protecto Wrap BT25 XL Window Sealing Tape. 6) As recommended in writing by Air Retarder Manufacturer. 3. Fasteners: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Metal Framing: Corrosion resistant, self-tapping screws and plastic washers or Tyvek Wrap Caps. Screws to be 3/4 inch (19 mm) long minimum and washers one inch (25 mm) diameter. 2) Wood Framing: Corrosion resistant roofing nails with 3/4 inch (19 mm) long shank minimum and one inch (25 mm) diameter plastic head or Tyvek Wrap Caps. Staples are only allowed to aid in installation with permanent fasteners installed immediately thereafter. PART 3 - EXECUTION 3.1 INSTALLATION A. Install over exterior wall sheathing. 1. Apply specified fasteners along stud lines at 18 inches (450 mm) maximum on center. Lap horizontal joints 6 inches (150 mm) minimum, with upper layer placed over lower layer. Lap vertical seams 16 or 24 inches (400 or 600 mm) as necessary to match framing spacing. Do not fasten at bottom where necessary to allow for installation of flashing behind air infiltration barrier at base of masonry veneer. 2. Seal joints and penetrations through air infiltration barrier with specified tape before install ation of finish material. Air infiltration barrier shall be air tight and free from holes, tears, and punctures. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 1 - 07 9213 SECTION 07 9213 ELASTOMERIC JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install sealants not specified to be furnished and installed under other Sections. 2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material, and installation requirements. B. Related Requirements: 1. Removing existing sealants specified in Sections where work required. 2. Furnishing and installing of sealants is specified in Sections specifying work to receive new sealants. 1.2 REFERENCES A. Association Publications: 1. American Architectural Manufacturers Association (AAMA): a. 'Voluntary Specifications and Test Methods for Sealants'. 2. ASM International: a. 'Adhesives and Sealants', Volume 3, ASM International Handbook Committee, (May 1999). b. Committee C24 on Building Seals and Sealants for various Specifications, Guides, Test Methods, and Practices related to sealant specifying and application. c. Committee E6 on Building Performance for various Specifications, Guides, Test Methods, and Practices related to sealant use with air barriers, vapor retarders, and exterior enclosure systems and materials. 3. The Adhesive and Sealing Council, Inc. (ASC) / Sea lant, Waterproofing & Restoration Institute (SWR Institute): a. 'Sealants: The Professional’s Guide'. b. 'Joint Sealants, Whole Building Design Guide'. B. Definitions: 1. Adhere: To cause two surfaces to be held together by adhesion. 2. Adhesive: An adhesive, as defined by The American Society for Testing and Materials (ASTM), is 'a substance capable of holding materials together by surface attachment'. 3. Caulk: Caulks have variety of definitions but are generally recognized as materials used in applications where only minor elastomeric properties are needed. 4. Elastomer: Rubbery material which returns to approximately its original dimensions in short time after relatively large amount of deformation. 5. Flow: Movement of adhesive during bonding process before adhesive is set. 6. Joint: Location at which two substrates are held together with layer of adhesive. 7. Primer: Coating applied to surface, prior to application of an adhesive, to improve performance of the bond. 8. Sealant. Sealants are generally used in applications where elastic properties are needed while adhesives are generally used in applications where bonding strength and rigidity are needed. With technology advancements both sealants and adhesives can be used interchangeably depending on applications performance requirements. 9. Sealant Types and Classifications: a. ASTM Specifications: 1) Type: a) Type S: Single-component sealant. 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 2 - 07 9213 b) Type M: Multi-component sealant. 2) Grade: a) Grade P: Pourable or self-leveling sealant used for horizontal traffic joints. b) Grade NS: Non-sag or gunnable sealant used for vertical and non-traffic joints. 3) Classes: Represent movement capability in percent of joint width. a) Class 100/50: Sealant that, when tested for adhesion or cohesion under cyclic movement shall withstand of at least 100 percent increase and decrease of at least 50 percent of joint width as measured at time of application. b) Class 50: Sealant that, when tested for adhesion or cohesion under cyclic movement shall withstand increase and decrease of at least 50 percent of joint width as measured at time of application. c) Class 25: Sealant that, when tested for adhesion or cohesion under cyclic movement shall withstand increase and decrease of at least 25 percent of joint width as measured at time of application. d) Class 12: Sealant that, when tested for adhesion and cohesion under cyclic movement shall withstand increase and decrease of at least 12 percent of joint width as measured at time of application. 4) Use: a) T (Traffic): Sealant designed for use in joints in pedestrian and vehicular tra ffic areas such as walkways, plazas, decks and parking garages. b) NT (Non-Traffic): Sealant designed for use in joints in non-traffic areas. c) I (Immersion): Sealant that meets bond requirements when tested by immersion (Immersion rated sealant applications require primer). d) M (Mortar): Sealant that meets bond requirements when tested on mortar specimens. e) G (Glass): Sealant that meets bond requirements when tested on glass specimens. f) A (Aluminum): Sealant that meets bond requirements when tested on aluminum specimens. g) O (Other): Sealant that meets bond requirements when tested on substrates other than standard substrates, being glass, aluminum, mortar. b. Federal Specifications: 1) Type: a) Type I: Self-leveling, pour grade. (1) Compound which has sufficient flow to give smooth level surface when applied in horizontal joint at 40 deg F (4.4 deg C). b) Type II: Non-sag, gun grade (1) Compound which permits application in joints on vertical surfaces without sagging (slumping) at temperatures 40 deg F (4.4 deg C) and 122 deg. F (50 deg. C). c) Type NS: Non-sag, gun grade. (1) Non-sag shall be a compound which permits application in joints on vertical surfaces without sagging (slumping) at temperatures between -20 deg F and 122 deg. F (- 29 and 50 deg. C). 2) Class: a) Class A: Compounds resistant to 50 percent total joint movement (includes Type I and Type II). (1) Capable of resisting compression-extension cycling of plus and minus 25 percent of nominal half inch width. b) Class B: Compounds resistant to 25 percent total joint movement (includes Type I and Type II). (1) Capable of resisting compression-extension cycling of plus and minus12 1/2 percent of nominal half inch width. 10. Shelf Life: Period of time, usually beginning with date of manufacture, during which stored adhesive will remain effective or useful. 11. Silicone: Any member of family of polymeric products whose molecular backbone is made up of alternating silicon and oxygen atoms and which has pendant hydrocarbon groups attached to silicon atoms. Used primarily as a sealant. Offers excellent resistance t o water and large variations in temperature (minus 100 deg F to + 600 deg F) (minus 73.3 deg C to + 316 deg C). 12. Stability: Ability of material to remain unchanged. 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 3 - 07 9213 13. Storage Life: Period of time during which packaged adhesive can be stored under specified temperature conditions and remain suitable for use. 14. Substrate: Material upon surface of which an adhesive-containing substance is spread for any purpose, such as bonding or coating. 15. Surface Preparation: Physical and /or chemical preparation of substrate to render it suitable for adhesive joining. Same as substrate preparation or pre-bond preparation. 16. Toxicity: Material shall have no adverse effect on health of personnel when used for its intended purpose. C. Reference Standards: 1. American Association of State and Highway Transportation Officials: a. AASHTO T 132-87(2013), ‘Standard Method of Test for Tensile Strength of Hydraulic Cement Mortars’. 2. ASTM International: a. ASTM C639-01(2011), 'Standard Test Method for Rheological (Flow) Properties of Elastomeric Sealants'. b. ASTM C661-15, 'Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer'. c. ASTM C679-03(2009), ‘Standard Test Method for Tack-Free Time of Elastomeric Sealants’. d. ASTM C719-14, ‘Standard Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle)’. e. ASTM C793-05(2010), 'Standard Test Method for Effects of Laboratory Accelerated Weathering on Elastomeric Joint Sealants’. f. ASTM C794-15a, 'Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants'. g. ASTM C920-14a, ‘Standard Specification for Elastomeric Joint Sealants’. h. ASTM C1135-00(2011), 'Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants'. i. ASTM C1184-14, 'Standard Specification for Structural Silicone Sealants'. j. ASTM C1193-13, ‘Standard Guide for Use of Joint Sealants’. k. ASTM C1248-08(2012), 'Standard Test Method for Staining of Porous Substrate by Joint Sealants'. l. ASTM C1330-02(2013), ‘Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid Applied Sealants’. m. ASTM C1481-12 'Standard Guide for Use of Joint Sealants with Exterior Insulation & Finish Systems (EIFS)'. n. ASTM D412-06(2013), ‘Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension’. o. ASTM D2202-00(2014), 'Standard Test Method for Slump of Sealants'. p. ASTM D2240-05(2010), ‘Standard Test Method for Rubber Property-Durometer Hardness’. q. ASTM D5893-10, ‘Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements’. r. ASTM E119-14, ‘Standard Test Methods for Fire Tests of Building Construction and Materials’. 3. Federal Specifications: a. Federal Specification TT-S-001543A (CON-NBS), 'Sealing Compound: Silicone Rubber Base (for Calking, Sealing & Glazing in Buildings and Other Structures)' (9 Jun 1971). b. TT-S-00230C (CON-NBS), ‘Sealing compound: Elastomeric Type, Single Component (For Calking, Sealing, And Glazing In Buildings And Other Structures.’ (2 Feb 1970). 4. Government Services Administration (GSA), Commercial Item Descriptions (CID): a. GSA CID A-A-272A, ‘Sealing Compound: Silicone Rubber Base (For Caulking, Sealing, and Glazing in Buildings and Other Structures)’. b. GSA CID A-A-1556, ‘Sealing Compound Elastomeric Type, Single Component (For Caulking, Sealing, and Glazing in Buildings and Other Structures)’. 1.3 ADMINISTRATIVE REQUIREMENTS A. Scheduling: 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 4 - 07 9213 1. Schedule work so waterproofing, water repellents and preservative finishes are i nstalled after sealants, unless sealant manufacturer approves otherwise in writing. 2. Ensure sealants are cured before covering with other materials. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. b. Manufacturer's literature for each Product. c. Schedule showing joints requiring sealants. Show also backing and primer to be used. B. Informational Submittals: 1. Certificates: a. Manufacturer's Certificate: 1) Certify products are suitable for intended use and products meet or exceed specified requirements. 2) Certificate from Manufacturer indicating date of manufacture. 2. Manufacturers’ Instructions: a. Manufacturer's installation recommendations for each Product. b. Manufacturer's installation for completing sealant intersections when different materials are joined. c. Manufacturer's installation for removing existing sealants and preparing joints for new sealant. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer: Company specializing in manufacturing products specified in this section with minimum ten (10) years documented experience. 2. Applicator Qualifications: a. Company specializing in performing work of this section. b. Provide if requested, reference of projects with minimum three (3) years documented experience, minimum three (3) successfully completed projects of similar scope and complexity, and approved by manufacturer. c. Designate one (1) individual as project foreman who shall be on site at all times during installation. B. Preconstruction Testing: 1. Pre-construction testing is not required when sealant manufacturer can furnish data acceptable to Architect based on previous testing for materials matching those of the Work. C. Mockups: 1. Provide mockups including sealant and joint accessories to illustrate installation quality and color if requested by Architect or Project Manager. a. Incorporate accepted mockup as part of Work. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery and Acceptance Requirements: 1. Deliver and keep in original containers until ready for use. 2. Inspect for damage or deteriorated materials. B. Storage and Handling Requirements: 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 5 - 07 9213 1. Handle, store, and apply materials in compliance with applicable regulations and material safety data sheets (MSDS). 2. Handle to prevent inclusion of foreign matter, damage by water, or breakage. 3. Store in a cool dry location, but never under 40 deg F (4 deg C) or subjected to sustained temperatures exceeding 90 deg F (32 deg C) or as per Manufacturer's written recommendations. 4. Do use sealants that have exceeded shelf life of product. 1.7 FIELD CONDITIONS A. Ambient Conditions: 1. Do not install sealant during inclement weather or when such conditions are expected. Allow wet surfaces to dry. 2. Follow Manufacturer’s temperature recommendations for installing sealants. 1.8 WARRANTY A. Manufacturer Warranty: 1. Signed warranties against adhesive and cohesive failure of sealant and against infiltration of water and air through sealed joint for period of three (3) years from date of Substantial Completion. a. Manufacturer's standard warranty covering sealant materials. b. Applicator’s standard warranty covering workmanship. PART 2 - PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Manufacturer Contact List: a. Dow Corning Corp., Midland, MI www.dowcorning.com. b. Franklin International, Inc. Columbus, OH www.titebond.com. c. GE Sealants & Adhesives (see Momentive Performance Materials Inc.). d. Laticrete International Inc., Bethany, CT www.laticrete.com. e. Momentive Performance Materials Inc. (formally GE Sealants & Adhesives), Huntersville, NC www.ge.com/silicones. f. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com. g. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com or Sika Canada Inc, Pointe Claire, QC www.sika.ca. h. Tremco, Beachwood, OH www.tremcosealants.com or Tremco Ltd, Toronto, ON (800) 363- 3213. B. Materials: 1. Design Criteria: a. Compliance: Meet or exceed requirements of these standards: 1) ASTM C920: Elastomeric joint sealant performance standard. 2) ASTM C639 or ASTM D2202: Flow (sag or slump). 3) ASTM C661 or ASTM D2240: Durometer hardness (shore A). 4) ASTM C679 or ASTM C794: Tack free time (peel strength). 5) ASTM C719: Joint movement capability. 6) ASTM 793: Effects of accelerated weathering. 7) ASTM C1135 or ASTM D412: Tensile adhesion strength. 8) ASTM C1184: Structural silicone sealants. 9) ASTM C1248: Staining. 10) ASTM D412: Modulus. 11) ASTM D5893: Silicone Joint Sealant for Concrete Pavements. 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 6 - 07 9213 12) Federal Specification TT-S-001543A. 13) Federal Specification TT-S-00230C. 14) GSA CID A-A-272A. 15) GSA CID A-A-1556. b. Comply with Manufacturer’s ambient condition requirements. c. Sealants must meet Manufacturer's shelf-life requirements. d. Sealants must adhere to and be compatible with specified substrates. e. Sealants shall be stable when exposed to UV, joint movements, and particular environment prevailing at project location. f. Primers (Concrete, stone, masonry, and other nonporous surfaces typically do not require a primer. Aluminum and other nonporous surfaces except glass require use of a primer. Installer Option to use Adhesion Test to determine if primer is required or use primer called out in related sections): 1) Adhesion Test: a) Apply silicone sealant to small area and perform adhesion test to determine if primer is required to achieve adequate adhesion. If necessary, apply primer at rate and in accordance with Manufacturer’s instructions. See ‘Field Quality Control’ in Part 3 of this specification for Adhesive Test. 2) If Primer required, shall not stain and shall be compatible with substrates. 3) Allow primer to dry before applying sealant. 2. General Interior Sealants: a. General: 1) Inside jambs and heads of exterior door frames. 2) Both sides of interior door frames. 3) Inside perimeters of windows. 4) Miscellaneous gaps between substrates. b. Design Criteria: 1) Meet ASTM C920, Type S, Grade NS, NT, and Class 25 test requirements. 2) 100 percent silicone sealant. c. Non-Paintable Sealant (Installer Option A): 1) Category Four Approved Product. See Section 01 6200 for definitions of Categories: a) Dow Corning: Tub, Tile, And Ceramic Silicone Sealant. b) Laticrete: Latasil Silicone Sealant. c) Momentive Performance Materials (formerly, GE Sealants & Adhesives): GE SCS2800 SilGlaze II Silicone Sealant. d) Sherwin Williams: White Lightning Silicone Ultra Low Odor Window and Door Sealant. e) Tremco: Tremsil 200 Silicone Sealant. f) Franklin International: Titebond 2601 (White) 2611 (Clear) 100% Silicone Sealant. d. Paintable Sealant (Installer Option B): 1) Category Four Approved Product. See Section 01 6200 for definitions of Categories: a) Momentive Performance Materials (formerly, GE Sealants & Adhesives): GE SCS7000 Paintable Silicone Sealant. 3. Sealants For Interior Joints: a. General: 1) Countertops and backsplash to wall. 2) Sinks and lavatories to countertops. 3) Joints between plumbing fixtures and other substrates b. Interior Ceramic Tile Joints are furnished in Section 07 9213 and installed in Section 09 3013 'Ceramic Tiling' including the following: 1) Ceramic tile inside corners. 2) Ceramic tile and paver tile joints. c. Description: 1) One-part acetoxy cure silicone sealant with fungicides to resist mol d and mildew. d. Design Criteria: 1) Meet ASTM C920, Type S, Grade NS, NT, and Class 25 test requirements. 2) 100 percent silicone sealant. e. Color: As selected by Architect from Manufacturer's standard colors. f. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Dow Corning: Tub, Tile, And Ceramic Silicone Sealant. 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 7 - 07 9213 2) Laticrete: Latasil Tile and Stone Silicone Sealant. 3) Momentive Performance Materials (formerly, GE Sealants & Adhesives): GE SCS1700 Sanitary Silicone Sealant. 4) Tremco: Tremsil 200 Silicone Sealant. 2.2 ACCESSORIES A. Bond Breaker Tape: 1. Pressure sensitive tape as by Sealant Manufacturer to suit application. 2. Provide tape to prevent adhesion to joint fillers or joint surfaces at back of joint and allow sealant movement. B. Joint Backing: 1. Comply with ASTM C1330. 2. Flexible closed cell, non-gassing polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant Manufacturer for joints being sealed. 3. Oversized 25 to 50 percent larger than joint width. C. Joint Cleaner: 1. Non-corrosive and non-staining type as recommended by Sealant Manufacturer, compatible with joint forming materials. D. Masking Tape: 1. Non-staining, non-absorbent tape product compatible with joint sealants and adjacent joint surfaces. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Examine substrate surfaces and joint openings are ready to receive Work. a. Verify each sealant is compatible for use with joint substrates. b. Verify joint surfaces are clean and dry. c. Ensure concrete surfaces are fully cured. 2. Sealants provided shall meet Manufacturer's shelf-life requirements. 3. Notify Architect of unsuitable conditions in writing. a. Do not proceed until unsatisfactory conditions are corrected. 4. Commencement of Work by installer is considered acceptance of substrate. 3.2 PREPARATION A. Surface Preparation: 1. Remove existing joint sealant materials where specified. a. Clean joint surfaces of residual sealant and other contaminates capable of affecting sealant bond to joint surface using manufacturer’s recommended joint preparation methods. b. Repair deteriorated or damaged substrates as recommended by Sealant Manufacturer to provide suitable substrate. Allow patching materials to cure. 2. Surfaces shall be clean, dry, free of dust, oil, grease, dew, frost or incompatible sealers, paints or coatings that may interfere with adhesion. Prepare substrates in accordance with Manufacturer’s instructions: a. Porous surfaces: Clean by mechanical methods to expose sound surface free of contamination and laitance followed by blasting with oil -free compressed air. b. Nonporous surfaces: Use two-cloth solvent wipe in accordance with ASTM C1193. Allow solvent to evaporate prior to sealant application. 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 8 - 07 9213 c. Primers: 1) Primers enhance adhesion ability. 2) Use of primers is not a substitution for poor joint preparation. 3) Primers should be used always in horizontal application where there is ponding water. 3. Field test joints in inconspicuous location. a. Verify joint preparation and primer required to obtain optimum adhesion of sealants to joint substrate. b. When test indicates sealant adhesion failure, modify joint preparation primer, or both and retest until joint passes sealant adhesion test. 4. Masking: Apply masking tape as required to protect adjacent surfaces and to ensure straight bead line and facilitate cleaning. B. Joints: 1. Prepare joints in accordance with ASTM C1193. a. Clean joint surfaces of contaminates capable of affecting sealant bond to joint surface using Manufacturer’s recommended instructions for joint preparation methods. b. Remove dirt, dust, oils, wax, paints, and contamination capable of affecting primer and sealant bond. c. Clean concrete joint surfaces to remove curing agents and form release agents. C. Protection: 1. Protect elements surrounding the Work of this section from damage or disfiguration. 3.3 APPLICATION A. General: 1. Apply silicone sealant in accordance with Manufacturer’s instructions. 2. Do not use damaged or deteriorated materials. 3. Install primer and sealants in accordance with ASTM C1193 and Manufacturer’s instructions. 4. Apply primer where required for sealant adhesion. 5. Install sealants immediately after joint preparation. 6. Do not use silicone sealant as per the following: a. Apply caulking/sealant at temperatures below 40 deg F (4 deg C). b. Below-grade applications. c. Brass and copper surfaces. d. Materials bleeding oils, plasticizers, and solvents. e. Structural glazing and adhesive. f. Surfaces to be immersed in water for prolonged time. B. Joint Backing: 1. Install joint backing to maintain sealant joint ratios recommended by Manufacturer. 2. Install without gaps, twisting, stretching, or puncturing backing material. Use gage to ensure uniform depth to achieve correct profile, coverage, and performance. 3. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch (9.5 mm) deep. C. Bond Breaker: 1. Install bond breaker where joint backing is not used or where backing is not feasible. a. Apply bond-breaker tape in shallow joints as recommended by Sealant Ma nufacturer. D. Sealant: 1. Apply sealant with hand-caulking gun with nozzle of proper size to fit joints. Use sufficient pressure to insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical joints from bottom to top. 2. Fill joint opening to full and proper configuration. 3. Apply in continuous operation. 507-4746 August 2023 Rexburg 3 Ramp Elastomeric Joint Sealants - 9 - 07 9213 4. Tool joints immediately after application of sealant if required to achieve full bedding to substrate or to achieve smooth sealant surface. Tool joints in opposite direction from application direction, i.e., in vertical joints, from the top down. Do not 'wet tool' sealants. 5. Depth of sealant bite shall be 1/4 inch (6 mm) minimum and 1/2 inch (12.7 mm) maximum, but never more than one half or less than one fourth joint width. E. Caulk gaps between painted or coated substrates and unfinished or pre-finished substrates. Caulk gaps larger than 3/16 inch (5 mm) between painted or coated substrates. 3.4 TOLERANCES A. Provide joint tolerances in accordance with Manufacturer’s printed instructions . 3.5 FIELD QUALITY CONTROL A. Adhesion Test (Installer Option to use adhesion test to determine if primer is required). 1. Perform adhesion tests in accordance with Manufacturer’s instructions and ASTM C1193, Method A, Field-Applied Sealant joint Hand-Pull Tab: a. Perform five (5) tests for first 1,000 linear feet (300 meters) of applied silicone sealant and one (1) test for each 1,000 linear feet (300 meters) seal thereafter or perform one (1) test per floor per building elevation minimum. b. For sealants applied between dissimilar materials, test both sides of joints. 2. Sealants failing adhesion test shall be removed, substrates cleaned, sealants re-installed, and re- testing performed. 3. Maintain test log and submit report to Architect indicating tests, locations, dates, res ults, and remedial actions. 3.6 CLEANING A. Remove masking tape and excess sealant. B. Clean adjacent materials, which have been soiled, immediately (before setting) as recommended by Manufacturer. C. Waste Management: Dispose of products in accordance with manufacturer’s recommendation. END OF SECTION Table of Contents - 1 - 08 0000 D I V I S I O N 0 8: O P E N I N G S 08 4000 E N T R A N C E S, S T O R E F R O N T S, A N D CURTAIN WALLS 08 4113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08 8000 G L A Z I N G 08 8100 GLASS GLAZING END OF TABLE OF CONTENTS 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 1 - 08 4113 SECTION 08 4113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install aluminum storefront window systems, including glazing and caulking, as described in Contract Documents. B. Related Requirements: 1. Section 06 1100: 'Wood Framing': a. Pre-installation conference held jointly with Section 08 4113. 2. Section 07 9213: ‘Elastomeric Joint Sealant’ for quality of sealants. 3. Section 08 8100: 'Glass Glazing' for quality of glass glazing. 1.2 REFERENCES A. Association Publications: 1. American Architectural Manufacturers Association (AAMA): a. AAMA 501-15, ‘Methods of Test for Exterior Walls’. b. AAMA 609 & 610-15, ‘Cleaning and Maintenance Guide for Architecturally Finished Aluminum’ (combined documents). c. AAMA SFM 1-14, ‘Aluminum Store Front and Entrance Manual’. d. AAMA 611-14, ‘Voluntary Standards for Anodized Architectural Aluminum’. e. AAMA 2605-17a, ‘Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels’. B. Definitions: 1. Glass Surface: a. Insulated glass unit: 1) Surface 1: Exterior surface of outer lite. 2) Surface 2: Interspace-facing surface of outer lite. 3) Surface 3: Interspace-facing surface of inner lite. 4) Surface 4: Interior surface of inner lite. C. Reference Standards: 1. American National Standards Institute / Builders Hardware Manufacturers Association: a. ANSI/BHMA A156.19-2013, ‘Power Assist & Low Energy Operated Doors'. 2. ASTM International: a. ASTM B221-14, ‘Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes'. b. ASTM B456-17, 'Standard Specification for Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium’. c. ASTM B633-15, ‘Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel’. d. ASTM C920-18, ‘Standard Specification for Elastomeric Joint Sealants’. e. ASTM C1184-18, 'Standard Specification for Structural Silicone Sealants'. f. ASTM E283-04(2012), ‘Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen’. g. ASTM E330/E330M-14, ‘Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference’. 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 2 - 08 4113 h. ASTM E331-00(2016), ‘Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference’. 3. International Building Code (IBC) (2018 or most recent edition adopted by AHJ): a. Chapter 10, 'Means of Egress'. b. Chapter 16, 'Structural Design'. 1) Section 1609 'Wind Loads'. 4. International Code Council / American National Standards Institute: a. ICC / ANSI A117.1-2009, ‘Accessible and Usable Buildings and Facilities'. 5. National Fenestration Rating Council (NFNC): a. NFRC 100-2017, 'Procedure for Determining Fenestration Product U-factors’. 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: 1. Participate in MANDATORY pre-installation conference as specified in Section 06 1100. a. Schedule pre-installation conference one (1) week before scheduled installation of storefront system. b. In addition to requirements of Section 01 3100, review following: 1) Review rough opening requirements: a) Make certain rough openings are within tolerances required for installation of factory-fabricated frames. b) These dimensions have been agreed upon between Owner and Manufacturer and are shown on Standard Plan Drawings. 2) Review rough opening requirements: a) Existing Building: (1) Field verify rough openings before fabrication of storefront windows. 3) Review installation scheduling, coordination, placement of windows. 4) Review delivery, storage, and handling requir ements. 5) Review 'Protection' responsibilities. 6) Review 'Cleaning' responsibilities. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's literature. 1) Storefront window system. b. Color and finish. 2. Shop Drawings: a. Clearly mark components to identify their location in Project. b. Show locations, sizes, etc, of hardware reinforcing. B. Informational Submittals: 1. Qualification Statement: a. Installer: 1) Provide Qualification documentation if requested by Architect or Owner. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Operations and Maintenance Data: 1) Maintenance, adjustment, and repair instructions. b. Warranty Documentation: 1) Final, executed copy of Warranty. a) Storefront warranty. c. Record Documentation: 1) Manufacturers documentation: a) Manufacturer's literature or cut sheets for storefront system. 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 3 - 08 4113 b) Color and finish selections. c) Parts lists. 1.5 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Storefront System Performance Requirements: a. Provide test reports from AAMA accredited laboratories certifying performances if requested: 1) Air Leakage: Meet requirements of ASTM E283. 2) Limit air leakage through assembly to 0.06 CFM/min/sq ft (.00003 m3/sm2) of wall area at 6.24 PSF (300 Pa) as measured in accordance with ASTM E283. 3) Water Resistance: No water leakage when measured in accordance with ASTM E331 with static test pressure of 8PSF (384 Pa) as defined by AAMA 501. 4) Dynamic Water Resistance: No water leakage, when measured in accordance with AAMA 501 with dynamic test pressure of 8 PSF (384 Pa). 5) Limit mullion wind load deflection of L/175 with full recovery of glazing materials, when measured in accordance with ASTM E330/E330M. 6) System shall not deflect more than 1/8 inch (3 mm) at center point, or 1/16 inch (1.58 mm) at enter point of horizontal member, once dead load points have been established. 7) System shall accommodate expansion and contraction movement due to surface temperature differential of 180 deg F (82 deg C). 8) Seismic testing shall conform to AAMA recommended static test method for evalua ting performance of curtain walls and storefront wall systems due to horizontal displacements associated with seismic movements and building sway. 2. Provide wind load and impact testing by testing laboratory when required by local codes and jurisdictions: B. Qualifications: Requirements of Section 01 4301 applies, but not limited to following: 1. Manufacturer Qualifications: a. Provide aluminum storefront systems produced by firm experienced in manufacturing systems that are similar to those indicated for this project and have record of successful in- service performance. 2. Fabricator Qualifications: a. Provide aluminum storefront systems fabricated by a firm experienced in producing systems that are similar to those indicated for this Project, and have record of successful in-service performance. b. Fabricator shall have sufficient production capacity to produce components required without causing delay in progress of the Work. 3. Installer Qualifications: a. Minimum three (3) years experience in storefront installations. b. Minimum five (5) satisfactorily completed projects of comparable quality, similar size, and complexity in past three (3) years before bidding. c. Upon request, submit documentation. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Deliver all parts of door, together with hardware, in original, unopened packages with labels intact to Project at same time. B. Storage And Handling Requirements: 1. Store in clean, dry location, indoors in Manufacturer’s unopened packaging until ready for installation and in accordance with Manufacturer’s instructions. 2. Stack framing components in a manner that will prevent bending and avoid significant or permanent damage. 3. Protect materials and finish from damage during storage, handling and installation. 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 4 - 08 4113 1.7 WARRANTY A. Manufacturer Warranty: 1. Storefront Entrances: a. Manufacturer’s Warranty to be free of defects in material and workmanship. b. Manufacturer’s Warranty against deterioration or fading. PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Manufacturers: 1. Category Three Approved Manufacturers. See Section 01 6200 for definitions of Categories: a. Arcadia Inc., Vernon CA www.arcadiainc.com. 1) Contact Information: Ken Martinek, (602) 734-5327 kmartinek@arcadiainc.com. b. Kawneer North America, Norcross, GA, www.kawneer.com/kawneer/north_america. 1) Contact Information: Bart Daniels cell (385) 214-4650 bart.daniels@alcoa.com. B. General: 1. In addition to requirements shown or specified, comply with: a. Applicable provisions of AAMA SFM 1, ‘Aluminum Store Front and Entrance Manual’ for design, materials, fabrication and installation of component parts. C. Design Criteria: 1. Storefront System suitable for outside or inside glazing. D. Materials: 1. Framing Components and Accessories: a. Aluminum Extrusions: 1) 6063-T6 aluminum alloy or meet requirements of ASTM B221, alloy GS 10a T6. 2) Anchors, Clips, and Accessories: a) Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated (properly isolated steel from aluminum). 3) Fasteners: a) Aluminum, nonmagnetic stainless steel or other materials to be non-corrosive and compatible with aluminum window members, trim hardware, anchors, and other components. 4) Glazing Gasket: a) Compression-type design with replaceable extruded EPDM rubber. 5) Reinforcing Members: a) Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B456 for Type SC 3 severe service conditions, or zinc -coated steel or iron complying with ASTM B633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated. 6) Sealant: a) Structural Sealant meeting requirements of ASTM C1184 for fabrication within storefront system: (1) Permanently elastic, non-shrinking, and non-migrating type for joint size and movement. (2) Single-component neutral-curing silicone formulation compatible with system components specifically formulated and tested for use as structural sealant and approved by structural-sealant manufacturer for use in aluminum-framed systems indicated. (3) Color: Black. 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 5 - 08 4113 b) Joint Sealants used at perimeter of storefront framing system: Elastomeric Sealant as specified in Section 07 9213. c) Provide sealants for use inside of the weatherproofing system that have a VOC content of 250 g/L or less when required by local codes or AHJ. 7) Tolerances: a) Tolerances for wall thickness and other cross-sectional dimensions of storefront members in compliance with AA Aluminum Standards and Data. b. Storefront Framing System: 1) Brackets and Reinforcements: a) Manufacturer's standard high-strength aluminum with non-staining, nonferrous shims for aligning system components. 2) Fasteners and Accessories: a) Manufacturer's standard corrosion-resistant, non-staining, non-bleeding fasteners and accessories compatible with adjacent materials. 3) Perimeter Anchors: a) When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action. c. Finish: 1) Match existing storefront. d. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Non-Thermal, 2 inch (50 mm) Sightline: a) Double Stack header at exterior doors only if shown on Contract Drawings. b) Single Glazed: (1) AR450 by Arcadia. (2) Trifab VG 450 by Kawneer. c) Double Glazed: (1) AG451 by Arcadia. (2) Trifab VG 451 by Kawneer. e. Factory Finishing: 1) Clear Anodized Aluminum Finish (match existing): a) Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; clear coating 0.40 mils (0.01016 mm) to 0.70 mils (0.01778 mm) thick) complying with AAMA 611. f. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Non-Thermal: a) MS362 Medium Stile by Arcadia. b) 350 Medium Stile by Kawneer. 2. Glazing: a. Glazing as specified in Section 08 8100: ‘Glass Glazing’. b. Glazing Gaskets: 1) Compression-type design with replaceable extruded EPDM rubber. c. Spacers and Setting Blocks: Elastomeric. d. Bond-Breaker (Sealer) Tape: Standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion. e. Glazing Sealant: 1) Structural Sealant meeting requirements of ASTM C1184: a) Permanently elastic, non-shrinking, and non-migrating type for joint size and movement. b) Single-component neutral-curing silicone formulation compatible with system components specifically formulated and tested for use as structural sealant and approved by structural-sealant manufacturer for use in aluminum-framed systems indicated. c) Color: Black. 2) Weather Sealant: a) ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and O; single- component neutral-curing formulation that is compatible with structural sealant an d other system components with which it comes in contact; recommended by structural-sealant, weather seal sealant, and aluminum -framed-system manufacturers for this use. 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 6 - 08 4113 b) Color: Match structural sealant. 3) Provide sealants for use inside of the weatherproofing system that have a VOC content of 250 g/L or less when required by local codes or AHJ. E. Fabrication: 1. Construction shall meet Manufacturer’s recommendations. 2. Fabricate components that, when assembled, have following characteristics: a. Profiles sharp, straight, and free of defects or deformations. b. Accurately fit joints; make joints flush, hairline and weatherproof. c. Means to drain water passing joints, condensation within framing members, and moisture migrating within system to exterior. d. Physical and thermal isolation of glazing from framing members. e. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. f. Provisions for field replacement of glazing. g. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. h. Framing members shall be internally reinforced and secured at head and sill as necessary for structural performance requirements and for hardware attachment. 3. Fabricate in factory to dimensions required to fit framed openings detailed on Contract Documents. Joints shall be tightly closed. 4. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. 5. Structural-Sealant-Glazed Framing Members: Include accommodations for using temporary support device to retain glazing in place while structural sealant cures. 6. Storefront Framing: Fabricate components for assembly using manufactures standard installation instructions. 7. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. PART 3 - EXECUTION 3.1 INSTALLERS A. Performance Standard Installers: See Section 01 6200 for definitions of Categories. See Section 01 4301 and ‘Quality Assurance’ in Part 1 ‘General’ for Installer Qualifications of this specification: 1. General Contractor responsible for Installer(s), verification of qualifications, and performance. Contact Approved Manufacturer’s Representative specified in Part 2 ‘Products’ of this specification for potential installers if desired. 3.2 EXAMINATION A. Verification Of Conditions: 1. Verify that framed openings comply with Contract Document requirements. 2. Verify sill conditions are level and/or sloped away from openings as specified. 3. Verify wall framing is dry, clean, sound, and free of voids and offsets, construction debris, sharp edges or anything that will prevent a successful installation of storefront system. 4. Notify Architect and Owner in writing if framed openings are not as agreed upon. a. Do not install storefront window frames until deficiencies in framed openings have been corrected to allow installation of standard entries and windows. b. Commencement of Work by installer is considered acceptance of substrate. 3.3 INSTALLATION A. General: 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 7 - 08 4113 1. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. 2. All installation shall be in accordance with manufacturer’s published recommendati ons and in accordance with approved shop drawings. 3. Do not install damaged components. Fit frame joints tight, free of burrs and distortion. Rigidly secure non-movement joints. 4. Isolate metal surfaces in contact with incompatible metal or corrosive substrates, including wood, by applying sealer tape to prevent electrolytic action. B. Set plumb, square, level, and in correct alignment and securely anchor to following tolerances: 1. Variation from plane: Limit to 1/8 inch (3 mm) in 12 feet (3.6 meters); 1/4 inch (6 mm) over total length. 2. Offset from Alignment: For surfaces abutting in line, limit offset to 1/16 inch (1.6 mm). 3. Offset at Corners: For surfaces meeting at corner, limit offset to 1/32 inch (0.8 mm). 4. Diagonal measurements: Limit difference between diagonal measurements to 1/8 inch (3 mm). C. Install exterior window units with through wall sill flashing. D. Sealants: 1. Apply in accordance with Section 07 9213 ‘Elastomeric Joint Sealant’ requirements. 2. Caulk joints between frames and walls, both interior and exterior to provide weather tight installation. E. Glazing Characteristics: 1. Exterior Storefront: a. Obscure interior pane with pattern on surface 3 and Clear exterior pane with Low E treatment on surface 2. 3.4 FIELD QUALITY CONTROL A. Non-Conforming Work: Non-conforming work as covered in the General Conditions applies, but is not limited to the following: 1. Correct any work found defective or not complying with contract document requirements including removal and replacement of glass that has been broken, chipped, cracked, abraded, or damaged during construction period at no additional cost to the Owner. 3.5 PROTECTION A. During Installation: 1. Installer’s Responsibility: a. During installation, all adjacent work shall be protected from damage. B. After Installation: 1. General Contractor’s Responsibility: a. Institute protective measures required throughout remainder of construction period to ensure that aluminum entrances and storefronts will be without damage or deterioration, other than normal weathering, at time of acceptance. 3.6 CLEANING A. General: 1. Installer’s Responsibility: a. Follow Manufacturer’s written recommendations for cleaning and maintenance or guidelines of AAMA 609 & 610 ‘Cleaning and Maintenance Guide for Architecturally Finished Aluminum’ (combined documents). Avoid damaging protective coatings and finishes. 507-4746 August 2023 Rexburg 3 Ramp Aluminum-Framed Entrances And Storefronts - 8 - 08 4113 b. Clean glass and aluminum surfaces, inside and out, promptly after installation. Remove excess glazing and sealant compounds, dirt, and other substances. Exercise care to avoid damage to coatings. c. Remove nonpermanent labels, protective films, and clean surfaces following recommended procedures. 1) Do NOT remove permanent AAMA/CSA or NFRC labels. B. Waste Management: 1. Upon completion and verification of performance of installation, remove surplus materials, excess materials, rubbish, tools and equipment. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Glass Glazing - 1 - 08 8100 SECTION 08 8100 GLASS GLAZING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of glazing used in entries, doors, and windows. B. Related Requirements: 1. Section 08 4113: 'Aluminum-Framed Entrances And Storefronts' for furnishing and installing of glazing in aluminum-framed storefront. 1.2 REFERENCES A. Definitions: 1. Glass Surface: a. Insulated glass unit: 1) Surface 1: Exterior surface of outer lite. 2) Surface 2: Interspace-facing surface of outer lite. 3) Surface 3: Interspace-facing surface of inner lite. 4) Surface 4: Interior surface of inner lite. 2. Insulated Glass: Two pieces of glass spaced apart and hermetically sealed to form single-glazed unit with air space between. Heat transmission through this type of glass may be as low as half that without air space. Also called double glazing, double pane, insulated unit, and thermal pane. 3. Laminated Glass: Two or more sheets with inner layer of transparent plastic to which glass adheres if broken. Used for overhead, safety glazing, and sound reduction. 4. Low-Emissivity Glass (Low-E): Reduces wintertime heat loss from interior with thin, almost colorless metallic coating that reflects heat back inside structure. Allows moderate solar heat gain while reducing harmful ultraviolet light in any season. Minimizes summertime air conditioning loss by reflecting radiated heat to outside. May be tempered for where safety glass is required. Available in single strength clear, gray and bronze (brown) color. 5. Obscure Glass: Adds privacy where window coverings are impractical or undesirable. Various colors and texture patterns provide translucent or semi-opaque effect. May be tempered for use where safety glass is required. 6. Shading Coefficient: Ratio of solar heat gain passing through a glazing system to solar heat gain that occurs under the same conditions if the window was made of clear, unshaded double strength glass. Lower SC number, the better solar control efficiency of glazing system. 7. Solar Heat Gain Coefficient (SHGC): Ratio of total solar heat passing thr ough a given window relative to the solar heat incident on the projected window surface at normal solar incidence. (Percentage of solar energy directly transmitted or absorbed and re-radiated into a building). Lower SHGC, the better it is able to reduce heat. 8. Solar Reflectance (R): Percent of incident solar radiation that is reflected by window film/glass system. Lower the number, the less solar radiation reflected. a. Ceramic Frit Opacification: Ceramic frit opacification consists of coating of durable, colored ceramic material that is compatible with base glass and is fire-fused into one surface of the glass during heat-treating process. 9. Tempered Glass: Glass strengthened through process of heating, creating tensile strength that causes glass to resist breakage, yet disintegrate into small pieces if break occurs. Tempered glass is type of safety glass. 507-4746 August 2023 Rexburg 3 Ramp Glass Glazing - 2 - 08 8100 10. U-Value: Measurement of heat transfer through film due to outdoor/indoor temperature differences. Lower U-value, less heat transfers. When using performance data, the lower U- value, better insulating qualities of window film/glass system. 11. Visible Light Transmitted (VLT): Percent of total visible light (380-780 nanometers) that passes through glass. Lower the number, the less visible light transmitted. B. Reference Standards: 1. American National Standards Institute: a. ANSI Z97.1-2009, 'Safety Glazing Materials Used in Buildings - Safety Performance Specifications and Methods of Test’. 2. ASTM International: a. ASTM C1036-16, ‘Standard Specification for Flat Glass’. b. ASTM C1048-18, 'Standard Specification for Heat-Treated Flat Glass - Kind H, Kind FT Coated and Uncoated Glass’. c. ASTM C1172-14, ‘Standard Specification for Laminated Architectural Flat Glass’. d. ASTM C1281-16, ‘Standard Specification for Preformed Tape Sealants for Glazing Applications’. e. ASTM E2190-10, ‘Standard Specification for Insulating Glass Unit Performance and Evaluation’. 3. Consumer Products Safety Commission (CPSC): a. 16 CFR, Part 1201 CAT 1 and 11, 'Safety Standard for Architectural Glazing Materials'. 1.3 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer’s data sheets for each glass product and glazing material. B. Informational Submittals: 1. Qualification Statement: a. Installer: 1) Provide Qualification documentation if requested by Architect or Owner. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Warranty Documentation: 1) Final, executed copy of Warranty. 1.4 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Glazing shall meet applicable requirements of Federal Consumer Product Safety Standard 16 CFR 1201. 2. Comply with published recommendations of glass product Manufacturers and organizations, except where more stringent requirements are indicated. B. Qualifications: 1. Installer: Requirements of Section 01 4301 applies, but not limited to following: a. Satisfactorily completed at least three (3) installations of similar size, scope, and complexity in each of past two (2) years and be approved by glass product Manufacturer before bidding. b. Upon request, submit documentation. C. Certifications: 1. Labels showing strength, grade, thickness, type, and quality are required on each piece of glass. 2. Manufacturers/Fabricators certifying products furnished comply with project requirements. 3. Insulating-Glass Certification Program: Indicate compliance with requirements of Insulating Glass Certification Council on applicable glazing products. 507-4746 August 2023 Rexburg 3 Ramp Glass Glazing - 3 - 08 8100 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Follow Manufacturer’s instruction for receiving, handling, and protecting glass & glazing materials to prevent breakage scratching, damage to seals, or other visible damage. 2. Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact. B. Storage And Handling Requirements: 1. Follow Manufacturer’s instruction for storing and protecting glass & glazing materials. 2. Store materials protected from exposure to harmful environmental conditions and at temperatures and humidity conditions recommended by Manufacturer. 3. Protect edge damage to glass, and damage/deterioration to coating on glass. 1.6 FIELD CONDITIONS A. Ambient Conditions: 1. Do not proceed with glazing when ambient and substrate temperature conditions are outside the limits permitted by glazing material manufacturer or when joint substrates are wet due to rain, frost, condensation or other causes. 1.7 WARRANTY A. Manufacturer Warranty: 1. Insulating Glass Warranty: a. Manufacturer’s standard form, signed by insulating-glass product Manufacturer/Fabricator, agreeing to replace insulating-glass units that exhibit failure of hermetic seal under normal use evidenced by obstruction of vision by dust, moisture, or film on interior surfaces of glass, for ten [10] years of date of installation. 2. Installer’s Warranty: a. Form acceptable to Owner, signed by glass product Installer, agreeing to replace glass products that deteriorate, or that exhibit damage or deterioration of glass or glazing products due to faulty installation, for two (2) years from date of installation. PART 2 - PRODUCTS 2.1 MATERIALS A. Manufacturers: 1. Manufacturer Contact List for Low E Glazing: a. AGC Flat glass North America, Kingsport, TN www.us.agc.com. b. Carlex (subsidiary of Central Glass Co., Ltd., Nashville, TN www.carlex.com. c. Guardian Industries Corp., Auburn Hills, MI www.guardian.com. d. Oldcastle BuildingEnvelope, Santa Monica, CA www.oldcastlebe.com. e. Pilkington North America Inc., Toledo, OH www.pilkington.com. f. Vitro Architectural Glass (formerly PPG glass), Cheswick, PA www.ppgglass.com or PPG Canada Ltd, Glass Division, Toronto, ON (416) 789-3331. B. Exterior Window Glazing: 1. Thickness: 1/8 inch (3 mm) minimum, Double Strength (Insulated Glass). 2. Glazing shall have following characteristics: a. Low-Emissivity (or Low E): 1) Design Criteria: a) Clear: b) Meet requirements of ASTM C1036, Type I, Class I, Quality Q3. 507-4746 August 2023 Rexburg 3 Ramp Glass Glazing - 4 - 08 8100 c) Location: Surface 2. 2) Type Two Low-Emissivity (or Low E) Acceptable Product: a) Performance Standard: (1) 70 percent Visible Light Transmission (VLT). (2) 0.29 U-value winter. (3) 0.27 U-value summer. (4) 0.38 Solar Heat Gain Coefficent (SHGC). (5) 0.44 Shading Coefficient. (6) 11 percent Visible Light Reflectance. b) Quality Standard: (1) Cardinal LoE³-366. (2) Solarban 70 XL. (3) Other low E glazing system standard with window manufacturer that meets or exceeds performance characteristics of specified glazing is acceptable as approved by Architect before bidding. See Section 01 6200. 3) Acceptable Manufacturers: a) AGC. b) Guardian. c) Vitro Architectural Glass. d) Equal as approved by Architect before bidding. See Section 01 6200. b. Obscure: 1) Design Criteria: a) Meet requirements of ASTM C1036, Type II, Class I, Form 3, Quality Q8, Pattern - #62. c. Glazing in Windows within 24 inches (600 mm) of Exterior Doors: 1) Design Criteria: a) Tempered. b) Meet requirements of ASTM C1048, Kind FT, Condition A, Type I, Class I, Quality Q3. C. Storefront Glazing: 1. Thickness: 1/4 inch (6 mm). 2. Glazing shall have following characteristics: a. Low-Emissivity (or Low E): 1) Design Criteria: a) Clear. b) Insulated Glass: 1 inch (25 mm) units with 1/2 inch (13 mm) airspace and two (2) 1/4 inch (6 mm) lites. c) Meet requirements of ASTM C1036, Type I, Class I, Quality Q3. d) Location: Surface 2. 2) Type Two Low-Emissivity (or Low E) Acceptable Product: a) Performance Standard: (1) 64 percent Visible Light Transmission (VLT). (2) 0.28 U-value winter. (3) 0.26 U-value summer. (4) 0.27 Solar Heat Gain Coefficent (SHGC). (5) 0.32 Shading Coefficient. (6) 12 percent Visible Light Reflectance. b) Quality Standard: (1) Cardinal LoE³-366. (2) Solarban 70 XL. (3) Equal product by Acceptable Manufacturer as approved by Architect before bidding. See Section 01 6200. 3) Acceptable Manufacturers: a) AGC. b) Guardian. c) Vitro Architectural Glass. d) Equal as approved by Architect before bidding. See Section 01 6200. b. Obscure: 1) Design Criteria: 507-4746 August 2023 Rexburg 3 Ramp Glass Glazing - 5 - 08 8100 a) Meet requirements of ASTM C1036, Type II, Class I, Form 3, Quality Q8, Pattern - #62. c. Glazing Below Door Height: 1) Design Criteria: a) Tempered. b) Meet requirements of ASTM C1048, Kind FT, Condition A, Type I, Class I, Quality Q3. d. Insulated obscure units shall consist of one pane of specified obscure glass and one pane of standard glass. e. Type Seal: 1) Metal-to-glass bond and separated by 1/2 inch (12.7 mm) dehydrated air space. 2) Use non-hardening sealants. f. Category Four Approved Fabricators. See Section 01 6200 for definitions of Categories. 1) Members of Sealed Insulating Glass Manufacturer's Association. 2.2 ACCESSORIES A. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer . B. Glazing Tape: Butyl-based elastomeric tape with integral resilient tube spacer, 10 to 15 Shore A durometer hardness, black color, coiled on release paper; widths required for specifi ed installation, complying with ASTM C1281 and AAMA 800 for application. PART 3 - EXECUTION: Not Used END OF SECTION Table of Contents - 1 - Document 09 0000 D I V I S I O N 09: F I N I S H E S 09 0500 C O M M O N W O R K R E S U L T S F O R F I N I S H E S 09 0193 REFINISH INTERIOR HARDWOOD 09 2000 P L A S T E R A N D G Y P S U M B O A R D 09 2900 GYPSUM BOARD 09 6000 F L O O R I N G 09 6816 SHEET CARPET: BACK CUSHION, DIRECT GLUE 09 9000 P A I N T S A N D C O A T I N G S 09 9001 COMMON PAINTING AND COATING REQUIREMENTS 09 9114 EXTERIOR PAINTED CMU, CONCRETE, STUCCO 09 9123 INTERIOR PAINTED GYPSUM BOARD, PLASTER 09 9324 INTERIOR CLEAR-FINISHED HARDWOOD 09 9413 INTERIOR TEXTURED FINISHING END OF TABLE OF CONTENTS Property # 507-4746 August 2023 Rexburg 3 Ramp Refinishing Interior Hardwood - 1 - 09 0193 SECTION 09 0193 REFINISHING INTERIOR CLEAR FINISHED HARDWOOD PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing and refinishing following existing interior clear finished hardwood as described in Contract Documents: a. Existing Rostrum Casework. B. Related Requirements: 1. Section 09 9001: ‘Common Painting Requirements’. 2. Section 01 2100: ‘Allowances’. PART 2 - PRODUCTS 2.1 SYSTEMS A. Description: 1. Use MPI(r) RIN 6.3E Polyurethane Varnish Finish system. Substitution of lac quer for specified products and systems is not allowed under any circumstances. B. Performance: 1. Design Criteria: a. Gloss / Sheen Level Required: Gloss Level 6 or 7. C. Materials: 1. Products listed in edition of MPI Approved Product List current at time of bidding are approved, providing they meet VOC requirements in force where Project is located. 2. Stain: MPI Product 90. 3. Finish Coats: MPI Product 56. PART 3 - EXECUTION 3.1 APPLICATORS A. Acceptable Applicators: 1. Teresa Barnes, Menan, ID. a. Contact information: (208) 339-4233, e-mail tbarnesart@gmail.com. 3.2 EXAMINATION A. Site Verification of Conditions: 1. Using existing wood element that is not to be re-used, apply finish as specified for existing work. a. Notify Architect immediately with preliminary results of testing. b. Within four calendar days of test, meet with Architect and finish applicator to evaluate test results and performance of specified finish system. If specified system is not satisfactory, revised finish system will be determined and specified. Property # 507-4746 August 2023 Rexburg 3 Ramp Refinishing Interior Hardwood - 2 - 09 0193 3.3 APPLICATION A. General: 1. See appropriate paragraphs of Section 09 9001. B. Touch-up And Recoat: 1. Sand with fine sandpaper to remove gloss, scratches, and blemishes. 2. Clean surfaces with mild soap and water. Etch with tri-sodium phosphate (TSP). 3. Patch scratches and gouges and stain as necessary to match adjacent wood. 4. Apply two coats of Urethane using professional spray equipment. END OF SECTION Property # 507-4746 November 2023 Rexburg 3 Ramp Gypsum Board - 1 - 09 2900 SECTION 09 2900 GYPSUM BOARD PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install gypsum board as described in Contract Documents, except behind ceramic tile. 2. Furnish and install acoustical sealants as described in Contract Documents. B. Related Requirements: 1. Section 09 9413: 'Interior Textured Finishing'. 1.2 REFERENCES A. Definitions: 1. Accessories: Metal or plastic beads, trim, or moulding used to protect or conceal corners, edges, or abutments of the gypsum board construction. 2. Drywall Primer: Paint material specifically formulated to fill the pores and equalize the suction difference between gypsum board surface paper and the compound used on finished joints, angles, fastener heads, and accessories and over skim coatings. 3. Skim Coat: Either a thin coat of joint compound trowel applied, or a material manufactured especially for this purpose and applied in accordance with manufacturer’s recommendations, over the entire surface. 4. Texturing: Regular or irregular patterns typically produced by applying a mixture of joint compound and water, or proprietary texture materials including latex base texture paint, to a gypsum board surface previously coated with drywall primer. B. Reference Standards: 1. ASTM International: a. ASTM C11-18, ‘Standard Terminology Relating to Gypsum and Related Building Materials and Systems'. b. ASTM C475/C475M-17, ‘Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board'. c. ASTM C840-18a, 'Standard Specification for Application and Finishing of Gypsum Board'. d. ASTM C1002-18, 'Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs'. e. ASTM C1047-14a, ‘Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base'. f. ASTM C1178/C1178M-18, ‘Standard Specification for Coated Glass Mat Water-Resistant Gypsum Backing Panel'. g. ASTM C1396/C1396M-17, ‘Standard Specification for Gypsum Board'. h. ASTM E84-18b, ‘Standard Test Method for Surface Burning Characteristics of Building Materials'. i. ASTM E119-18b, ‘Standard Test Method for Fire Tests of Building Construction and Materials'. 2. Gypsum Association: a. GA-214-15, ‘Recommended Levels of Gypsum Board Finish'. b. GA-216-16: ‘Application and Finishing of Gypsum Panel Products'. c. GA-600-15, ‘Fire Reference Design Manual'. Property # 507-4746 November 2023 Rexburg 3 Ramp Gypsum Board - 2 - 09 2900 d. GA-801-2017, ‘Handling and Storage of Gypsum Panel Products: A Guide for Distributors, Retailers, and Contractors'. 3. International Building Code (IBC) (2018 or latest approved version): a. Chapter 25, ‘Gypsum Board And Plaster’. 4. Underwriters Laboratories, Inc. a. UL 263: ‘Test Method for Fire Tests of Building Construction and Materials' (14th Edition). b. UL 723: ‘Test for Surface Burning Characteristics of Building Materials; (11th Edition). 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: 1. Schedule MANDATORY pre-installation conference immediately before installation of gypsum wallboard. 2. In addition to agenda items specified in Section 01 3100, review following: a. Finish requirements necessary for installation of finish materials over gypsum wallboard, and location and installation of ceramic tile backerboard. 1.4 SUBMITTALS A. Informational Submittals: 1. Test And Evaluation Reports: a. Fire test results or assembly diagrams and numbers confirming products used will provide required fire ratings with installation configurations used. 1.5 DELIVERY, STORAGE, AND HANDLING A. General: 1. Following recommendations of GA-801 Guide for Handling and Storage of Gypsum Panel Products unless local, state or federal laws or agency rules differing from the recommendations shall take precedence. B. Delivery And Acceptance Requirements: 1. Deliver materials in original packages, containers, or bundles bearing brand name, applicable standard designation, and Manufacturer's name. C. Storage And Handling Requirements: 1. Store material under roof and keep dry and protected against damage from weather, condensation, direct sunlight, construction traffic, and other causes. Stack gypsum board flat to prevent sagging. 1.6 FIELD CONDITIONS A. Ambient Conditions: 1. Comply with ASTM C840 or GA-216 requirements, whichever are more stringent: a. Do not install interior products until installation areas are enclosed and conditioned. 1) Temperature shall be 50 deg F (10 deg C) and 95 deg F (35 deg C) maximum day and night during entire joint operation and until execution of Certificate of Substantial Completion. 2) Provide ventilation to eliminate excessive moisture. 3) Avoid hot air drafts that will cause too rapid drying. b. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. Property # 507-4746 November 2023 Rexburg 3 Ramp Gypsum Board - 3 - 09 2900 PART 2 - PRODUCTS 2.1 MATERIALS A. Manufacturers: 1. Manufacturer Contact List: a. American Gypsum, Dallas, TX www.americangypsum.com. b. CertainTeed Gypsum, Inc; Tampa, FL www.certainteed.com. c. Georgia Pacific, Atlanta, GA www.gp.com. d. National Gypsum, Charlotte, NC www.nationalgypsum.com. e. Pabco Gypsum, Newark, CA www.pabcogypsum.com. f. United States Gypsum Co, Chicago, IL www.usg.com. B. Materials: 1. Interior Gypsum Board: a. General: 1) Size: a) Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2) Class Two Quality Standard: a) Core: Fire-resistant rated gypsum core. b) Complies with Type X requirements of ASTM C1396/C1396M (Section 5). c) Surface paper: Face paper suitable for painting. d) Long edges: Tapered edge. e) Overall thickness: 5/8 inch (15.9 mm). 2.2 ACCESSORIES A. Manufacturers: 1. Manufacturer Contact List: a. Kinetics Noise Control, Dublin, OH www.kineticsnoise.com. b. Magnum Products, Lenaxa, KS www.levelcoat.com. c. National Gypsum, Charlotte, NC www.nationalgypsum.com. d. Soundproofing Co, San Marcos, CA www.soundproofing.org. e. United States Gypsum Co, Chicago, IL www.usg.com. f. Westpac Materials Inc, Orange, CA www.westpacmaterials.com. g. Wm. Zinsser & Co, Somerset, NJ www.zinsser.com. h. Corner And Edge Trim: 1) Metal, paper-faced metal, paper-faced plastic, or solid vinyl meeting requirements of ASTM C1047. Surfaces to receive bedding cement treated for maximum bonding. i. Control Joint: 1) Bent zinc sheet with V-shaped slot, perforated flanges, covered with plastic tape meeting requirements of ASTM C1047. 2. Joint Compound: a. Best grade or type recommended by Board Manufacturer and meeting requirements of ASTM C475/C475M. 1) Use Taping Compound for first coat to embed tape and accessories. 2) Use Taping Compound or All-Purpose Compound for subsequent coats except final coat. 3) Use Finishing Compound for final coat and for skim coat. 3. Joint Reinforcing: a. Paper reinforcing tape acceptable to Gypsum Board Manufacturer. 4. Fasteners: a. Bugle head screws meeting requirements of ASTM C1002: 1) Gypsum Board: Property # 507-4746 November 2023 Rexburg 3 Ramp Gypsum Board - 4 - 09 2900 a) Type W: For fastening gypsum board to wood members, of length to penetrate wood framing 5/8 inch (15.9 mm) minimum. B. Primer / Surfacer On Surfaces To Receive Texturing: 1. Type Two Acceptable Products: a. Sheetrock First Coat by USG. b. Prep Coat by Westpac Materials. c. Level Coat by Magnum Products. d. Equal as approved by Architect before bidding. See Section 01 6200. C. Primer On Surfaces To Receive Wallcovering: 1. White, self-sizing, water based, all purpose wallcovering primer. 2. Type Two Acceptable Products: a. Shieldz Universal Pre-Wallcovering Primer by Wm. Zinsser and Company. b. Equal as approved by Architect before application. See Section 01 6200. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Examine substrate and verify framing is suitable for installation of gypsum board. 2. Examine gypsum board before installation. Reject panels that are wet, moisture damaged, and mold damaged. 3. Notify Architect of unsuitable conditions in writing. a. Do not install board over unsuitable conditions. 4. Commencement of Work by installer is considered acceptance of substrate. 3.2 INSTALLATION A. Interface With Other Work: 1. Coordinate with Division 06 for location of backblocking for edges and ends of gypsum board and for blocking required for installation of equipment and building specialties. 2. Do not install gypsum board until required blocking is in place. B. General: Install and finish as recommended in ASTM C840 or GA-216 unless specified otherwise in this Section. C. Interior Gypsum Board: 1. General: a. Install so trim and reinforcing tape are fully backed by gypsum board. No hollow spaces between pieces of gypsum board over 1/8 inch (3 mm) wide before taping are acceptable. b. Rout out backside of gypsum board to accommodate items that extend beyond face of framing, but do not penetrate face of gypsum board, such as metal door frame mounting brackets, etc. c. On walls over 108 inches (2 700 mm) high, apply board perpendicular to support d. Butt edges in moderate contact. Do not force in place. Shim to level. e. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling surfaces level. f. Scribe work closely: 1) Keep joints as far from openings as possible. 2) If joints occur near an opening, apply board so vertical joints are centered over openings. 3) No vertical joints shall occur within 8 inches (200 mm) of external corners or openings. g. Install board tight against support with joints even and true. Tighten loose screws. Property # 507-4746 November 2023 Rexburg 3 Ramp Gypsum Board - 5 - 09 2900 h. Chapel and Cultural Hall: 1) Single Layer Application: a) Stagger end joints: (1) End and edge joints of board applied on ceilings shall occur over framing members or be back blocked with 2x4 (38 mm by 89 mm) blocking. (2) Edge joints of board vertically applied on walls shall occur over framing members. (3) 2x4 (38 mm by 89 mm) blocking is required at wall to ceiling transitions and at top of ceiling vault transitions. 2. Fastening: a. Apply from center of board towards ends and edges. b. Apply screws 3/8 inch (9.5 mm) minimum from ends and edges, one inch (25 mm) maximum from edges, and 1/2 inch (13 mm) maximum from ends. c. Spacing: 1) Ends: Screws not over 7 inches (175 mm) on center at edges where blocking or framing occurs. 2) Wood Framed Walls And Ceilings: Screws 7 inches (175 mm) on center in panel field. 3) Metal Framed Walls: Screws 12 inches (300 mm) on center in panel field. d. Set screw heads 1/32 inch (0.8 mm) below plane of board, but do not break face paper. If face is accidentally broken, apply additional screw 2 inches (50 mm) away. e. Screws on adjacent ends or edges shall be opposite each other. f. Drive screws with shank perpendicular to face of board 3. Trim: a. Corner Beads: 1) Attach corner beads to outside corners. a) Attach metal corner bead with staples spaced 4 inches (100 mm) on center maximum and flat taped over edges of corner bead. Also, apply screw through edge of corner bead where wood trim will overlay corner bead. b) Set paper-faced trim in solid bed of taping compound. b. Edge Trim: Apply where gypsum board abuts dissimilar material. Hold channel an d 'L' trim back from exterior window and door frames 1/8 inch (3 mm) to allow for caulking. 4. Finishing: a. General: 1) Tape and finish joints and corners throughout building as specified below to correspond with final finish material to be applied to gypsum board. When sanding, do not raise nap of gypsum board face paper or paper-faced trim. 2) First Coat: a) Apply tape over center of joint in complete, uniform bed of specified taping compound and wipe with a joint knife leaving a thin coating of joint compound. If metal corner bead is used, apply reinforcing tape over flange of metal corner bead and trim so half of tape width is on flange and half is on gypsum board. b) Completely fill gouges, dents, and fastener dimples. c) Allow to dry and sand lightly if necessary, to eliminate high spots or excessive compound. 3) Second Coat: a) Apply coat of specified joint compound over embedded tape extending 3-1/2 inches (88 mm) on both sides of joint center. Use finishing compound only if applied coat is intended as final coat. b) Re-coat gouges, dents, and fastener dimples. c) Allow to dry and sand lightly to eliminate high spots or excessive compound. 4) Third Coat: Apply same as second coat except extend application 6 inches (150 mm) on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. 5) Fourth Coat: Apply same as second coat except extend application 9 inches (425 mm) on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. a. Finishing Levels: Finish panels to levels indicated below and according to ASTM C840, GA- 214 and GA-216: Property # 507-4746 November 2023 Rexburg 3 Ramp Gypsum Board - 6 - 09 2900 1) Gypsum Board Surfaces not painted or finished: a) GA-214 Level 1: ‘All joints and interior angles shall have tape set in joint compound. Surface shall be free of excess joint compound. Tool marks and ridges are acceptable'. 2) Gypsum Board Surfaces to Receive: Acoustic Wall Fabric Type B - Section 09 7216, 'Vinyl-Coated Fabric Wall Covering': a) GA-214 Level 4: 'All and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer'. 3) Gypsum Board Surfaces to Receive: Painted Texturing - Section 09 9413: 'Interior Textured Finishing': a) GA-214 Level 4: 'All and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer'. 3.3 FIELD QUALITY CONTROL A. Non-Conforming Work: 1. Remove and replace panels that are wet, moisture damaged, and mold damaged. a. Indications that panels are wet, or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. b. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. 3.4 CLEANING A. Remove from site debris resulting from work of this Section including taping compound spills. END OF SECTION Property # 507-4746 August 2023 Rexburg 3 Ramp Sheet Carpeting: Back Cushion, Direct Glue - 1 - 09 6816 SECTION 09 6816 SHEET CARPETING: Back Cushion, Direct Glue PART 1 - GENERAL 1.1 SUMMARY A. Section Includes But Is Not Limited To: 1. Coordination, sequencing, and scheduling for installation of Owner-Furnished carpet, carpet base, carpet accessories, leveling compounds as desc ribed in Contract Documents and including following: a. Pre-Installation Conference. b. Maintain Building Ambient Conditions including normal levels of humidity, lighting, heating, and air conditioning for acceptability for beginning floor preparation and carpet installation. c. Protection of carpet after installation of carpeting as required. B. Related Requirements: 1. Section 01 0000: ‘General Requirements’: a. Section 01 1200: Owner will furnish and install carpet and carpet base. This Section establishes quality of materials and installation for information of Contractor, Architect, and Owner's Representatives. b. Section 01 3100: 'Project Management and Control'. c. Section 01 4000: 'Quality Requirements' for administrative and procedural requirements for quality assurance and quality control. d. Section 01 4301: 'Quality Assurance – Qualifications' for minimum qualification levels required. e. Section 01 4523: 'Testing and Inspecting Services' for testing and inspection, and testing laboratory services for materials, products, and construction methods . f. Section 01 7800: ‘Closeout Submittals’. 1.2 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate completion of carpet installation with other trades. B. Pre-Installation Conference: 1. Participate in pre-installation conference. 2. Schedule pre-installation conference before installation of flooring system. 3. Conference may be held at project site or other convenient site. Participants may also attend by video or audio conference if approved by Project Manager. 4. Schedule conference after substrate preparation and ONE (1) week before installation of flooring system. 5. In addition to agenda items specified Section 01 3100 and Section 09 0503, review following: a. Review Owner’s Representative schedule for furnishing and installation carpet. b. Review Flooring Manufacturer's installation conditions verification procedure and requirements. c. Review Building Ambient Conditions including normal levels of humidity, lighting, heating, and air conditioning for acceptability for beginning floor preparation and carpet installation. d. Review cleaning and disposal requirements. e. Review protection requirements of carpet after installation of carpeting. C. Scheduling: 1. Notify Flooring Installer when Building Ambient Conditions requirements are met before installation of flooring system. Property # 507-4746 August 2023 Rexburg 3 Ramp Sheet Carpeting: Back Cushion, Direct Glue - 2 - 09 6816 2. Notify Owner’s Representative to coordinate installation of carpet. 1.3 DELIVERY, STORAGE, AND HANDLING A. General: 1. Comply with instructions and recommendations of Manufacturer for special delivery, storage, and handling requirements. B. Delivery And Acceptance Requirements: 1. Deliver materials and accessories necessary for completion of carpet installation to site before beginning installation of carpet. 2. Do not deliver materials before date scheduled for installation. 3. Transport carpet in manner that prevents damage and distortion. Bending or folding individual carpet rolls or cuts from rolls is not recommended. When bending or folding is unavoidable for delivery purposes, carpet is required to be unrolled and allowed to lie flat immediately upo n arrival at installation site. C. Storage And Handling Requirements: 1. Store carpet and related materials in a climate-controlled, dry space. 2. Protect carpet from soil, dust, moisture and other contaminants and store on a flat surface. 3. Stacking heavy objects on top of carpet rolls or stacking more than three rolls is prohibited. 1.4 FIELD CONDITIONS A. Ambient Conditions: 1. Building Conditions: a. Conditions inside building shall be brought to levels to be normal at occupancy of building. Conditions include normal levels of humidity, lighting, heating, and air conditioning . (HVAC must be in operation thru out carpet installation): 1) Carpet installation is not to begin until HVAC system is operational and following conditions are maintained for at least forty eight (48) hours before, during and seventy two (72) hours after completion: a) Carpet is to be installed when indoor temperature is between 65º - 95º F (18º - 35º C) with maximum relative humidity of 65%. b) Substrate surface temperature should not be less than 65º F (18º C) at time of installation. c) Do not allow temperature of indoor carpeted areas to fall below 50º F (10º C), regardless of age of installation. 2) Maintain fresh air ventilation after installation for seventy two (72) hours minimum or until lingering odors are gone. PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS A. Category One VMR Manufacturers. See Section 01 6200 for definitions of Categories: 1. Materials supplied for carpet installation shall be complete package to match existing carpet and carpet base. B. Materials: 1. Carpet: a. Match existing. 2. Carpet Base: a. 4-1/2 inch (115 mm) wide base made of same carpet from Manufacturer as used in each room, but without cushion backing. Top edge of base serged with 1-1/4 inch (32 mm) Property # 507-4746 August 2023 Rexburg 3 Ramp Sheet Carpeting: Back Cushion, Direct Glue - 3 - 09 6816 polyester binding fabric to coordinate with Owner's color scheme. Roll edges of binding fabric under and sew along top edge of carpet cove base. 2.2 ACCESSORIES A. Carpet Accessories: Snap-in vinyl reducer strips and vinyl track. B. Floor Leveling Compound, Floor Patching Compound, And Latex Underlayment: As recommended and approved by Carpet Manufacturer. C. Floor Stoning: 1. Provide at bottom of Rostrum Ramp. 2. Provide at base plate for Rostrum Riser when located at Rostrum platform framing. PART 3 - EXECUTION 3.1 EXAMINATION A. Evaluation And Assessment: 1. Carpet Areas: a. Variation In Grade: 1) Plus or minus 1/8 inch (3 mm) in any 10 foot (3 meter) of floor slab and distance between high point and low point of slab of 1/2 inch (13 mm). b. Testing Procedure: 1) Place ends of straightedge on 3/8 inch (10 mm) high shims. 2) Floor is satisfactory if 1/4 inch (6 mm) diameter steel rod rolled under straightedge will not touch anywhere along 10 foot (3 meter) length and 1/2 inch (13 mm) diameter steel rod will not fit under straightedge anywhere along 10 foot (3 meter) length. c. Notify Owner’s Representative in writing if floor surface is not acceptable to install carpet: 1) Do not lay carpet over unsuitable surface. Commencing installation constitutes acceptance of floor and approval of existing conditions. 3.2 PREPARATION A. Carpet Areas: 1. Flooring Preparation: a. Owner-Furnished Product Supplier’s Responsibility: 1) Prepare floor substrate in accordance with ‘CRI Carpet Installation Standard’ best practices to receive carpet installation and to provide installation that meets warranty requirements. 2) Verify concrete surface cured, clean, dry, and free of foreign substances that will compromise carpet and/or installation. b. Concrete floor slab patching: 1) Cracks, chips and joints must be properly patched or repaired. c. Concrete surface cured, clean, dry, and free of foreign substances that will compromise carpet and/or other flooring installations: 1) Removal of curing compounds. 2) Remove paint, sealer, grease, oil, silicone sealants, and other materials incompatible with flooring adhesives. 3) Removal of overspray from painted walls (essential so glue will stick). d. Moisture vapor emission tests and alkalinity test of concrete slab has been preformed. e. Vacuum and damp mop floor areas to receive flooring before flooring installation. 2. Relaxing / Conditioning Carpet: a. Highly recommended that carpet be unrolled and allowed to relax in installation area for time period that conforms to requirements of manufacturer of product being installed: Property # 507-4746 August 2023 Rexburg 3 Ramp Sheet Carpeting: Back Cushion, Direct Glue - 4 - 09 6816 b. Protect carpet adequately from soil, dust, moisture and other contaminants. c. Sundry items, such as adhesives, should also be condit ioned. 3. Carpet Accessories: a. Owner-Furnished Product’s Responsibility: 1) Sundry items, such as adhesives, shall be conditioned to building ambient conditions before use. 3.3 INSTALLATION A. Carpet: 1. General: a. Install carpet and carpet base in accordance with ‘CRI Carpet Installation Standard’ and Manufacturer’s written instructions supplied with product. b. Adhesion of carpet cushion (or secondary backing) to floor substrate and adhesion of carpet primary and secondary backings shall be continuous on floor surface so there are no bubble, ridges, or any separation of carpet from backings or backing from floor substrate caused by failure of carpet, backings or cushion, and adhesives as a system. c. Install carpet under edge of metal thresholds where possible. Use specified carpet accessories at exposed edges. d. Generally, install carpet on Rostrum first, Chapel second. 2. Seaming Requirements: a. Seal seams in accordance with Carpet Manufacturer's instructions and according to CRI Carpet Installation Standard (2009) as applicable. Seam carpet base only at inside corners. b. No seam separation in carpet and no more observable seams from any standing position than that which is unavoidable using best seaming materials and practices available at time of installation. c. Lay rooms parallel to respective Corridors. Seam to permit best use of available carpet. d. Quarter turning allowed only at cross-Corridors longer than 24 feet (7.315 m). e. Use single or double seams at doorways (single seams preferred). Run nap of pieced carpet in same direction. f. Lay carpet lengthwise in Chapel. g. Lay carpet lengthwise on Rostrum, parallel to Rostrum seating. h. Carpet over Stairs must be laid in Manufactured roll sequence to coordinate with surrounding carpet on floors. Double fill and end seams should be avoided whenever possible. B. Carpet Base: 1. Precut base so seams occur only at inside corners. 2. Scribe base to floor. 3. Spread adhesive over back side of base up to bottom of serging on edge or apply three 3/16 inch (4.76 mm).minimum diameter beads of adhesive placed one inch apart on back of base with top bead placed 2 inch (50 mm) down from serged edge of base and spread adhesive over back surface of base up to bottom edge of serging. a. Bird’s mouth finish should only be required when door frame is flush with wall. b. If bird’s mouth is required, terminate at door frames or vertical trim with 45 degree angle, bird mouth cut so serged edge turns down to contact frame or trim. 4. Do not allow adhesive beyond edge of base. Remove excess adhesive. 5. Do not use staples, nails, screws or other mechanical fasteners. 6. Set carpet base on brick walls at height either above or below horizontal mortar joint line. 3.4 ACCESSORIES A. Floor Stoning: 1. Rostrum: a. Apply as recommended to bottom of Rostrum Ramp and/or Rostrum Riser base plate if shown on Rostrum platform framing when included on project. Property # 507-4746 August 2023 Rexburg 3 Ramp Sheet Carpeting: Back Cushion, Direct Glue - 5 - 09 6816 3.5 FIELD QUALITY CONTROL A. Field Inspections: 1. Carpeting: a. Unacceptable carpet after installation shall include but not be limited to: 1) Delaminating carpet from backings. 2) Fiber loss less than specified. 3) Edge raveling. 4) Fuzzing of carpet fibers. 5) Pilling of carpet fibers. 6) Appearance retention less than control samples attached to Agreement. 7) Dye bleeding. 8) Zippering fibers in carpet. 9) Color streaking. 10) Irregular tufts of fiber. b. Unacceptable workmanship shall include but not be limited to: 1) Improper floor preparation before installation. 2) Failure of adhesive to completely adhere carpet to floor resulting in bubbles, ridges, or ripples where carpet has separated from floor. 3) Seams that do not comply with specified requirements: a) Raveled or untrimmed seams. b) Seams not sealed, level, straight, or even. c) Open seams. d) Seams visibly open when viewed by Project Manager from standing position. 4) Sequence rolls, commercial match issues created by rolls being installed out of sequence will require correction or replacement. 5) Failure to properly install carpet next to walls and door frames to eliminate gaps or puckering of carpet. 6) Use of unspecified carpet. 7) Carpet base ends not finished to terminate at door frames or vertical trim shall have 45 degree angle 'birdsmouth' finish. 8) Adhesive exposed on carpet, on carpet base, beyond edges of carpet base, and on other surfaces of building. 9) Carpet base that is not scribed to fit against floor with no gaps. 10) Carpet base attached by means other than acceptable carpet base adhesive. B. Non-Conforming Work: 1. Carpeting: a. Basis of Acceptable Carpeting: Source Quality Control Testing: 1) Carpet products not meeting Design Criteria and Source Quality Control Testing of this specification will be considered unacceptable carpeting. b. Unacceptable Carpeting: 1) Unacceptable carpeting will be rejected and shall be repaired or replaced at no additional cost to Owner. Owner’s Representative will determine reasonable location of acceptable transition points for removal of unacceptable carpet. Minimum replacement size shall be: a) Between nearest existing seams. b) Between natural transition points or 12 feet (3.6 meters) of running length. 3.6 CLEANING A. General: 1. Carpeting: a. Carpet Installer’s Responsibility: 1) Remove any soiling and/or staining from carpet. 2) Remove excessive adhesive with manufacturer recommended adhesive removers. b. Stair Treads: 1) Carpet Installer’s Responsibility: Property # 507-4746 August 2023 Rexburg 3 Ramp Sheet Carpeting: Back Cushion, Direct Glue - 6 - 09 6816 a) Clean all exposed surfaces of stair treads of adhesive spatter before it sets in accordance with Manufacturer’s cleaning instructions. B. Damage to building: 1. Carpeting: a. Carpet Installer’s Responsibility: 1) Carpet Installer responsible for cleaning and repair of all damaged surfaces to their original condition from carpet installation. C. Waste Management: 1. Contractor’s Responsibility: a. Provide adequate waste receptacles (dumpsters) and dispose of Owner Furnished materials from building and property as specified in Section 01 7400. 2. Carpet Installer’s Responsibility: a. All work areas are to be kept clean, clear and free of debris at all times. b. Disposal of rubbish, wrapping paper, scraps, and trimmings in provided dumpster(s). 3.7 PROTECTION A. Protection of Carpeting: 1. Contractor’s Responsibility: a. No traffic of any kind on newly installed carpet for minimum of twenty four (24) hours after installation is completed. b. No wheeled traffic of any kind placement of furniture or equipment on carpet for minimum of forty eight (48) hours after completion of carpet installation. c. Protect carpet adequately from soil, dust, moisture and other contaminants after carpet installation. d. Protect carpet from abuse, vandalism, or damage occurring after installation is complete. END OF SECTION Property # 507-4746 August 2023 Rexburg 3 Ramp Common Painting And Coating Requirements - 1 - 09 9001 SECTION 09 9001 COMMON PAINTING AND COATING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Common procedures and requirements for field-applied painting and coating. B. Related Requirements: 1. Section 07 9213: 'Elastomeric Joint Sealants' for quality of Elastomeric Joint Sealants. 2. Sections under 09 9000 heading ‘Paints and Coatings’. a. Pre-Installation conferences held jointly with Section 09 9001. 1.2 REFERENCES A. Definitions: 1. Damage Caused By Others: Damage caused by individuals other than those under direct control of Painting Applicator (MPI(a), PDCA P1.92). 2. Gloss Levels: a. Specified paint gloss level shall be defined as sheen rating of applied paint, in accordance with following terms and values, unless specified otherwise for a specific paint system. Gloss Level ‘1’ Traditional matte finish - flat 0 to 5 units at 60 degrees to 10 units maxi- mum at 85 degrees. Gloss Level ‘2’ High side sheen flat - 'velvet-like' finish 10 units maximum at 60 degrees and 10 to 35 units at 85 degrees. Gloss Level ‘3’ Traditional 'eggshell-like finish 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees. Gloss Level ‘4’ 'Satin-like' finish 20 to 35 units at 60 degrees and 35 units minimum at 85 degrees. Gloss Level ‘5’ Traditional semi-gloss 35 to 70 units at 60 degrees. Gloss Level ‘6’ Traditional gloss 70 to 85 units at 60 degrees. Gloss Level “7’ High gloss More than 85 units at 60 degrees. 3. Properly Painted Surface: a. Surface that is uniform in appearance, color, and sheen and free of foreign material, lumps, skins, runs, sags, holidays, misses, strike-through, and insufficient coverage. Surface free of drips, spatters, spills, and overspray caused by Paint Applicator. Compliance will be determined when viewed without magnification at a distance of 5 feet (1.50 m) minimum under normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92). 4. Latent Damage: Damage or conditions beyond control of Painting Applicator caused by conditions not apparent at time of initial painting or coating work. B. Reference Standards: 1. The latest edition of the following reference standard shall govern all painting work: a. MPI(a), 'Architectural Painting Specification Manual' by Master Painters Institute (MPI), as issued by local MPI Accredited Quality Assurance Association having jurisdiction. b. MPI(r), 'Maintenance Repainting Manual' by Master Painters Institute (MPI), as issued by local MPI Accredited Quality Assurance Association having jurisdiction. Property # 507-4746 August 2023 Rexburg 3 Ramp Common Painting And Coating Requirements - 2 - 09 9001 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Schedule painting pre-installation conference after delivery of paint or coatings and before or at same time as application of field samples. a. Coordinate pre-installation conferences of all related painting and coating Sections under 09 9000 heading ‘Paints and Coatings’. b. Schedule conference before preparation of control samples as specified in Sections under 09 9000 heading ‘Paints and Coatings’. c. Conference to be held at same time as Section 09 2900 to review gypsum board finish preparation. 2. In addition to agenda items specified in Section 01 3100, review following: a. Review Quality Assurance for Approval requirements. b. Review Quality Assurance Field Sample requirements. c. Review Submittal requirements for compliance for MPI Approved Products. d. Review Design Criteria requirements. e. Review Cleaning requirements. f. Review painting schedule. g. Review safety issues. 3. Review additional agenda items from Sections under 09 9000 heading ‘Paints and Coatings’. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Include following information for each painting product, arranged in same order as in Project Manual. 1) Manufacturer's cut sheet for each product indicating ingredients and percentages by weight and by volume, environmental restrictions for application, and film thicknesses and spread rates. 2) Provide one (1) copy of ‘MPI Approved Products List’ showing compliance for each MPI product specified. a) MPI Information is available from MPI Approved Products List using the following link: http://www.paintinfo.com/mpi/approved/index.shtml. 3) Confirmation of colors selected and that each area to be painted or coated has color selected for it. 2. Samples: Provide two 4 inch by 6 inch (100 mm by 150 mm) minimum draw-down cards for each paint or coating color selected for this Project. B. Informational Submittals: 1. Manufacturer Instructions: a. Manufacturer's substrate preparation instructions and application instruction for each painting system used on Project. 2. Qualification Statement: a. Applicator: 1) Provide Qualification documentation if requested by Architect or Owner. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Record Documentation: 1) Manufacturer’s documentation: a) Manufacturer's cut sheet for each component of each system. b) Schedule showing rooms and surfaces where each system was used. 1.5 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approval: Property # 507-4746 August 2023 Rexburg 3 Ramp Common Painting And Coating Requirements - 3 - 09 9001 1. Conform to work place safety regulations and requirements of those authorities having jurisdiction for storage, mixing, application and disposal of all paint and related hazardous materials. 2. Paint and painting materials shall be free of lead and mercury, and have VOC levels acceptable to local jurisdiction. 3. Master Painters Institute (MPI) Standards: a. Products: Comply with MPI standards indicated and listed in ‘MPI Approved Products List’. b. Preparation and Workmanship: Comply with requirements in ‘MPI Architectural Painting Specification Manual’ for products and coatings indicated. B. Qualifications: 1. Applicator: Requirements of Section 01 4301 applies, but not limited to following: a. Minimum five (5) years experience in painting installations. b. Minimum five (5) satisfactorily completed projects of comparable quality, similar size, and complexity in past three (3) years before bidding. c. Maintain qualified crew of painters throughout duration of the Work. d. Upon request, submit documentation. C. Field Samples: 1. Before application of any paint system, meet on Project site with Architect, Owner's representative, and Manufacturer's representative. Architect may select one (1) surface for application of each paint system specified. This process will include establishing acceptable substrate conditions required for Project before application of paints and coatings. 2. Apply paint systems to surfaces indicated by Architect following procedures outlined in Contract Documents and Product Data submission specified above. 3. After approval of samples, proceed with application of paint system throughout Project. Approved samples will serve as standard of acceptability. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Deliver specified products in sealed, original containers with Manufacturer's original labels intact on each container. 2. Deliver amount of materials necessary to meet Project requirements in single shipmen t. 3. Notify Architect two working days before delivery of coatings. B. Storage And Handling Requirements: 1. Store materials in single place. 2. Keep storage area clean and rectify any damage to area at completion of work of this Section. 3. Maintain storage area at 55 deg F (13 deg C) minimum. 1.7 FIELD CONDITIONS A. Ambient Conditions: 1. Perform painting operations at temperature and humidity conditions recommended by Manufacturer for each operation and for each product for both interior and exterior work. 2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on surfaces to be painted. a. Inspection of painting work shall take place under same lighting conditions as application. b. If painting and coating work is applied under temporary lighting, deficiencies discovered upon installation of permanent lighting will be considered latent damage as defined in MPI Manual, PDCA P1-92. Property # 507-4746 August 2023 Rexburg 3 Ramp Common Painting And Coating Requirements - 4 - 09 9001 PART 2 - PRODUCTS 2.1 SYSTEMS A. Performance: 1. Design Criteria: a. Provide materials for use within each coating 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. b. All materials, preparation and workmanship shall conform to requirements of ‘Architectural Painting Specification Manual’ by Master Painters Institute (MPI). c. All paint manufacturers and products used shall be as listed under Approved Product List section of MPI Painting Manual. d. Provide Premium Grade systems (2 top coats) as defined in MPI Architectural Painting Specification Manual, except as otherwise indicated. e. Where specified paint system does not have Premium Grade, provide Budget Grade. f. Provide products of same manufacturer for each coat in coating system. g. Where required to meet LEED (Leadership in Energy and Environmental Design) program requirements, use only MPI listed materials having an “L” rating designation. h. Color Levels: 1) Color Level II: a) Number and placement of interior and exterior paint colors and gloss levels shall be as defined by Color Level II from MPI Manual, PDCA P3-93 as modified in following paragraph. b) No more than one paint color or gloss level will be selected for same substrate within designated interior rooms or exterior areas. 2) Color Level III: a) Number and placement of interior and exterior paint colors and gloss levels shall be Color Level III from MPI Manual, PDCA P3-93 as modified in following paragraph. b) Several paint colors or gloss levels will be selected for same substrate within designated interior rooms or exterior areas. B. Materials: 1. Materials used for any painting system shall be from single manufacturer unless approved otherwise in writing by painting system manufacturers and by Architect. Include manufacturer approvals in Product Data submittal. 2. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with other coating materials, bear identifying labels on containers, and be of highest quality of an approved manufacturer listed in MPI manuals. Tinting color shall be best grade of type recommended by Manufacturer of paint or stain used on Project. PART 3 - EXECUTION 3.1 APPLICATORS A. Approved Applicators: 1. Meet Quality Assurance Applicator Qualifications as specified in Part 1 of this specification. 3.2 EXAMINATION A. Verification Of Conditions: 1. Directing applicator to begin painting and coating work will indicate that substrates to receive painting and coating materials have been previously inspected as part of work of other Sections Property # 507-4746 August 2023 Rexburg 3 Ramp Common Painting And Coating Requirements - 5 - 09 9001 and are complete and ready for application of painting and coating systems as specified in those Sections. B. Pre-Installation Testing: 1. Before beginning work of this Section, examine, and test surfaces to be painted or coated for adhesion of painting and coating systems. 2. Report in writing to Architect of conditions that will adversely affect adhesion of painting and coating work. 3. Do not apply painting and coating systems until party responsible for adverse condition has corrected adverse condition. C. Evaluation And Assessment: 1. Report defects in substrates that become apparent after application of primer or first finish coat to Architect in writing and do not proceed with further work on defective substrate until such defects are corrected by party responsible for defect. 3.3 PREPARATION A. Protection Of In-Place Conditions: 1. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint surfaces not intended to be painted. These items will not be spelled out in detail but pay special attention to the following: a. Do not paint finish copper, bronze, chromium plate, nickel, stainless steel, anodized aluminum, or monel metal except as explicitly specified. b. Keep cones of ceiling speakers completely free of paint. In all cases where painting of metal speaker grilles is required, paint without grilles mounted to speakers and without grilles on ceiling. c. On existing work where ceiling is to be painted, speakers and grilles are already installed, and ceiling color is not being changed, mask off metal grilles installed on ceiling speakers. If ceiling color is being changed, remove metal grilles and paint, and mask off ceiling speakers. B. Surface Preparation: 1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for each painting system specified, unless instructed differently in Contract Documents. Bring conflicts to attention of Architect in writing. 2. Fill minor holes and cracks in wood surfaces to receive paint or stain. 3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces before painting or finishing. 4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor during rainy or frosty weather. Interior surfaces shall be dry before painting. Moisture content of materials to be painted shall be within tolerances acceptable to Paint Manufacturer. 5. Sand woodwork smooth in direction of grain leaving no sanding marks. Clean surfac es before proceeding with stain or first coat application. 3.4 APPLICATION A. Interface With Other Work: 1. Coordinate with other trades for materials and systems that require painting before installation. 2. Schedule painting and coating work to begin when work upon which painting and coating work is dependent has been completed. Schedule installation of pre-finished and non-painted items, which are to be installed on painted surfaces, after application of final finishes. B. Paint or finish complete all surfaces to be painted or coated as described in Contract Documents, including but not limited to following items. Property # 507-4746 August 2023 Rexburg 3 Ramp Common Painting And Coating Requirements - 6 - 09 9001 1. Finish casework and wood trims that are specified to be installed under Section 06 2001 and that are not called out to be factory-or shop-finished. Back prime wood elements to be installed against concrete or masonry or that may be subjected to moisture. 2. Metal reveals at ceiling access doors. C. Apply sealant in gaps 3/16 inch (5 mm) and smaller between two substrates that are both to be painted or coated. Sealants in other gaps furnished and installed under Section 07 9213. D. On wood to receive a transparent finish, putty nail holes in wood after application of stain using natural colored type to match wood stain color. Bring putty flush with adjoining surfaces. E. In multiple coat paint work, tint each succeeding coat with slightly lighter color, but approximating shade of final coat, so it is possible to check application of specified number of coats. Tint final coat to required color. F. Spread materials smoothly and evenly. Apply coats to not less than wet and dry film thicknesses and at spreading rates for specified products as recommended by Manufacturer. G. Touch up suction spots after application of first finish coat. H. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats. I. Use fine sandpaper between coats as necessary to produce even, smooth surfaces. J. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping. K. Finished work shall be a 'Properly Painted Surface' as defined in this Section. 3.5 FIELD QUALITY CONTROL A. Non-Conforming Work: 1. Correct deficiencies in workmanship as required to leave surfaces in conformance with 'Properly Painted Surface,' as defined in this Section. 2. Correction of 'Latent Damage' and 'Damage Caused By Others,' as defined in this Section, is not included in work of this Section. 3.6 CLEANING A. General: 1. As work proceeds and upon completion of work of any painting Section, remove paint spots from floors, walls, glass, or other surfaces and leave work clean, orderly, and in acceptable condition. B. Waste Management: 1. Remove rags and waste used in painting operations from building each night. Take every precaution to avoid danger of fire. 2. Paint, stain and wood preservative finishes and related materials (thinners, solvents, caulking, empty paint cans, cleaning rags, etc.) shall be disposed of subject to regulations of applicable authorities having jurisdiction. 3. Remove debris caused by work of paint Sections from premises and properly dispose. 4. Retain cleaning water and filter out and properly dispose of sediments. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Exterior Painted CMU, Concrete, Stucco - 1 - 09 9114 SECTION 09 9114 EXTERIOR PAINTED CMU, CONCRETE, STUCCO PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing and painting new exterior masonry, concrete, and stucco surfaces as described in Contract Documents. 2. Preparing and painting following existing exterior CMU, concrete, and stucco surfaces as described in Contract Documents. a. Below window EIFS. B. Related Requirements: 1. Section 09 9001: 'Common Painting And Coating Requirements': a. Pre-installation conference for Sections under 09 9000 heading ‘Paints and Coatings’. b. 'Attachment: Paint Color Schedule' for O&M / R&I Projects. 1.2 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 9001. PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Category Four Approved Products and Manufacturers. See Section 01 6200 for definitions of Categories: a. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. B. Description: 1. Stucco: a. New Surfaces: Use MPI(a) EXT 3.1A Latex Finish system. b. Previously Finished Surfaces: Use MPI(r) REX 3.1A Latex Finish system. C. Performance: 1. Finish Requirements: a. New Surfaces: MPI Premium Grade finish requirements. b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. c. Sound Existing Surfaces: MPI Custom Grade finish requirements. d. Gloss / Sheen Level Required: Gloss Level 1. D. Materials: 1. Block Filler, New CMU Only: MPI Product 4: ‘Block Filler, Latex, Interior/Exterior’. 2. Finish Coats: MPI Product 10: ‘Latex, Exterior Flat (MPI Gloss Level 1-2)’. 507-4746 August 2023 Rexburg 3 Ramp Exterior Painted CMU, Concrete, Stucco - 2 - 09 9114 PART 3 - EXECUTION 3.1 PREPARATION A. Except for steam cured products, cure cement type surfaces from 60 to 90 days in accordance with Paint Manufacturer's recommendations before painting. 3.2 APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. New Surfaces: 1. On highly porous surfaces when weather is exceptionally hot and dry, it may be desirable to dampen surface before applying first coat of an emulsion paint. 2. Completely cover voids in masonry block. 3. Roll after spraying if necessary to eliminate pinholing. END OF SECTION 507-4746 August 2023 Rexburg 3 Ramp Interior Painted Gypsum Board, Plaster - 1 - 09 9123 SECTION 09 9123 INTERIOR PAINTED GYPSUM BOARD, PLASTER PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing, priming, and finish painting new interior gypsum board and plaster surfaces as described in Contract Documents. 2. Preparing and painting following existing interior gypsum board and plaster surfaces as described in Contract Documents: a. Areas identified with water damage b. Areas with clerestory windows to be infilled B. Related Requirements: 1. Section 09 2900: ‘Gypsum Board’ for: a. Priming new interior gypsum board surfaces to receive sheet wall covering system or texturing. b. Pre-installation conference. 2. Section 09 9001: 'Common Painting And Coating Requirements': a. Pre-installation conference for Sections under 09 9000 heading ‘Paints and Coatings’. b. 'Attachment: Paint Color Schedule' for O&M / R&I Projects. 1.2 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 2900. a. In addition to agenda items specified in Section 01 3100 and Section 09 2900, review following: 1) Review finish level requirements of gypsum wallboard as specified in Section 09 2900. 2. Participate in pre-installation conference as specified in Section 09 9001. PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Category Four Approved Manufacturers and Products. See Section 01 6200 for definitions of Categories. a. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. B. Description: 1. All Other: a. New Surfaces: Use MPI(a) INT 9.2B Latex Finish system. b. Previously Finished Work: Use MPI(r) RIN 9.2B Latex Finish system. C. Performance: 1. Design Criteria: a. New Surfaces: MPI Premium Grade finish requirements. 507-4746 August 2023 Rexburg 3 Ramp Interior Painted Gypsum Board, Plaster - 2 - 09 9123 b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. c. Sound Existing Surfaces: MPI Custom Grade requirements. d. Gloss / Sheen Required: 1) Remaining Painted Surfaces: Gloss Level 5. D. Materials: 1. Primers: a. MPI Product 50, 'Primer Sealer, Latex, Interior'. 2. Finish Coats: a. Remaining Painted Surfaces: 1) MPI Product 141, 'Latex, Interior, High Performance Architectural, Semi-Gloss (MPI Gloss Level 5)’. PART 3 - EXECUTION 3.1 APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. New Surfaces: 1. Primer: Apply primer to be covered with other paint coats with roller only, or with spray gun and back-rolled. C. Existing Painted Surfaces: 1. Remove deteriorated existing paint down to sound substrate by scraping or sanding. Feather edges of existing paint by sanding to be smooth with adjacent surfaces. 2. Clean surface with mild soap and water, or with tri-sodium phosphate (TSP). Wash surfaces that have been defaced with marking pens, crayons, lipstick, etc, with solvent recommended by Paint Manufacturer. Spot prime such surfaces. 3. Spackle and tape cracks. Sand to smooth finish and spot prime. 4. Sand or chemically etch existing painted surface as required to prepare surface to accept new paint. 5. Re-clean surface. 6. Apply primer coat. 7. Apply finish coats. END OF SECTION Property # 507-4746 August 2023 Rexburg 3 Ramp Interior Clear-Finished Hardwood - 1 - 09 9324 SECTION 09 9324 INTERIOR CLEAR-FINISHED HARDWOOD PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing and finishing of new interior clear finished hardwood as described in Contract Documents. B. Related Requirements: 1. Section 06 2210: ‘Miscellaneous Wood Trim’. 2. Section 06 4115: ‘Rostrum Casework’. 3. Section 06 4512: ‘Architectural Woodwork Wood Trim’. 4. Section 09 9001: 'Common Painting And Coating Requirements': a. Pre-installation conference for Sections under 09 9000 heading ‘Paints and Coatings’. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 1st Edition, 2009. B. Reference Standards: 1. Kitchen Cabinet Manufacturers Association / American National Standards Institute: a. ANSI/KCMA A161.1-2000 (R2005) 23-Jan-2001 ‘Recommended Performance and Construction Standards for Kitchen and Vanity Cabinets.’ 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 9001. 2. In addition to agenda items specified in Section 01 3100 and Section 09 9001, review following: a. Review control sample. 1.4 SUBMITTALS A. Action Submittals: 1. Samples: a. Interior Hardwood for Transparent Finish: 1) Requirements for samples are specified in Related Requirement Sections listed above. b. Design Criteria: 1) Sample will be used as performance standard for evaluating finish provided. B. Informational Submittals: 1. Test And Evaluation Reports: a. Before beginning finish work, submit Finish Manufacturer's literature or certification that finish material meets requirements of ANSI / KCMA A161.1. Property # 507-4746 August 2023 Rexburg 3 Ramp Interior Clear-Finished Hardwood - 2 - 09 9324 PART 2 - PRODUCTS 2.1 SYSTEM A. Materials: 1. Stain: MPI 90, 'Stain, Semi-Transparent, for Interior Wood'. 2. Clear Finish Coats: a. Field Finished: 1) Chemcraft International Inc: a) First, Second, And Third Coats: 20 Sheen Opticlear Pre-Catalyzed Lacquer. 2) ICI Dulux / Trinity: a) First Coat: ICE Vinyl Sanding Sealer. b) Second And Third Coats: ICI Pre-Catalyzed Lacquer. 3) Lilly / Valspar: a) First, Second, And Third Coats: 20 Sheen Pre-Catalyzed Lacquer 587E208. 4) Sherwin-Williams: a) First Coat: T67F3 Vinyl Sealer. b) Second And Third Coats: T77F38 Sherwood Pre-Catalyzed Lacquer DRE. b. Mill Finished: Architectural Woodwork finished in a mill may use one (1) coat of Vinyl Sealer and two (2) coats of Conversion Varnish or three (3) coats of Conversion Varnish from one (1) of the approved Finish Manufacturers, as recommended by Finish Manufacturer. c. Products meeting testing requirements for finishes of ANSI / KCMA A161.1 may be used upon approval of submission by Architect before use. See Section 01 6200. 3. Color: a. Design Criteria: 1) Finish to match Owner selected sample. b. Approved Finish: 1) Performance standard: Owner provided sample of existing wood item from existing project to be used as Control Sample. B. Performance: 1. Design Criteria: General: See appropriate paragraphs of Section 09 9001. PART 3 - EXECUTION 3.1 APPLICATION A. General: 1. See appropriate paragraphs of Section 09 9001. 2. Sand entire exposed surface of item to be finished lightly with 120 to 150 non -stearated sandpaper and clean before applying dye or stain. 3. Apply stain in accordance with Manufacturer's recommendations and as necessary to attain correct color. 4. Scuff sand with 220 non-stearated sandpaper between application of application stain and first finish coat. 5. If wood is finished before installation, finish cut ends and other unfinished, exposed surfaces same as previously finished surfaces after installation of wood. B. Where back-priming is required, apply one coat of finish material. END OF SECTION Property # 507-4746 August 2023 Rexburg 3 Ramp Interior Textured Finishing - 1 - 09 9413 SECTION 09 9413 INTERIOR TEXTURED FINISHING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and apply texturing on walls and ceilings as described in Contract Documents. B. Related Requirements: 1. Section 09 2900: 'Gypsum Board' for priming. 2. Section 09 9001: 'Common Painting And Coating Requirements' for: a. Pre-installation conference for Sections under 09 9000 heading ‘Paints and Coatings’. 3. Section 09 9123: 'Interior Painted Gypsum Board, Plaster' for finish painting. 1.2 REFERENCES A. Definitions: 1. Drywall Texture: Compound rolled, sprayed, or troweled onto sheetrock after taping and floating of joints is complete. Uses same material as joint compound, but thinned down with water and applied to wall surface: a. Match existing texture. 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 9001. 2. In addition to agenda items specified in Section 01 3100 and Section 09 9001, review following: a. Review control samples. 1.4 SUBMITTALS A. Action Submittals: 1. Samples: Provide minimum of three (3) 24 inch (600 mm) square control samples on primed gypsum wallboard of texture to show possible variations. 1.5 QUALITY ASSURANCE A. Field Samples: 1. Before performing work of this Section, prepare control samples. 2. Architect will inspect control sample at pre-installation conference following preparation of control sample. When sample is approved, work of this Section may proceed. Approved samples will be kept at site at all times work of this section is being performed. Property # 507-4746 August 2023 Rexburg 3 Ramp Interior Textured Finishing - 2 - 09 9413 PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Manufacturer Contact List: a. National Gypsum, Charlotte, NC www.nationalgypsum.com. b. U S Gypsum Co, Chicago, IL www.usg.com. B. Materials: 1. Class Two Quality Standards: See Section 01 6200. a. ProForm Perfect Spray EM/HF by National Gypsum. b. Sheetrock Wall & Ceiling Texture by U S Gypsum. PART 3 - EXECUTION 3.1 APPLICATION A. Finishing: 1. After gypsum board is taped and sanded, apply texture. Closely match samples accepted by Architect. 1) After wall has been textured, apply priming and finish paint as specified in Section 09 9123. END OF SECTION