W912QR25R0052_Specs_Vol2-0000.pdf
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This document is a detailed solicitation specification for Volume 2 of 3 for the Manned/Unmanned Tactical Vehicle (MUMT) Laboratory project at Detroit Arsenal, Michigan. The specification provides comprehensive technical requirements for construction, covering 16 divisions of building materials and systems, including structural components, architectural elements, mechanical systems, electrical infrastructure, and interior finishes. The project involves designing and constructing a single-story research and development facility approximately 31,800 square feet, featuring a high bay and lower bay configuration with specialized testing spaces, administrative areas, mechanical support rooms, and infrastructure for ground transport equipment research.
The specification (W912QR25R0052) is a design-bid-build contract with a certified final design dated 12 May 2025, requiring maintenance of documentation for 15 years after construction. The document meticulously outlines technical specifications for materials like stainless steel, concrete, aluminum, electrical systems, and interior components such as doors, windows, flooring, and furniture. The project includes specialized requirements for sustainable design, with many materials mandated to have recycled content, low emissions, and meet LEED certification standards. The facility will include advanced features like bridge cranes, hydraulic systems, vibration-isolation foundations, intrusion detection systems, and energy monitoring control systems to support complex vehicle and ground transport equipment research and development.
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Solicitation For Manned/Unmanned Tactical Vehicle Lab (MUMT), Detroit Arsenal, Detroit, MI
P2: 506474
Design-Bid-Build
Specifications - Vol 2 of 3 (Div 08-23) Certified Final Design
12 May 2025
W912QR25R0052
ARIMS: 200A
Disposition: Maintain for 15yrs after construction
W912QR25R0052_Specs_Vol2-0000
P2#: 506474 - Manned/Unmanned Tactical Vehicle Lab (MUMT) Detroit Arsenal, MI
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 80 00.00 06 04/21 SPECIAL PROVISIONS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK
01 32 01.00 06 07/18 PROJECT SCHEDULE
01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES
01 33 29.00 06 11/17 SUSTAINABILITY REPORTING
01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS
01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR
MODE (RMS CM)
01 45 04.10 06 CONTRACTOR QUALITY CONTROL
01 45 35 11/20 SPECIAL INSPECTIONS
01 46 00.00 06 04/20 TOTAL BUILDING COMMISSIONING
01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND
CONTROLS
01 57 19.00 06 04/20 TEMPORARY ENVIRONMENTAL CONTROLS AND
PERMITS
01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL
01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 05/10, CHG 2: 02/19 DEMOLITION
DIVISION 03 - CONCRETE
03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE
03 45 00 05/16, CHG 2: 11/21 PRECAST ARCHITECTURAL CONCRETE
DIVISION 04 - MASONRY
04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY
DIVISION 05 - METALS
05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS
05 05 23.16 08/18 STRUCTURAL WELDING
05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL
05 12 13 07/24 ARCHITECTURALLY EXPOSED STRUCTURAL
STEEL
05 21 00 05/15, CHG 1: 08/18 STEEL JOIST FRAMING
05 30 00 05/15, CHG 2: 08/18 STEEL DECKS
05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING
05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS
05 51 33 02/16, CHG 2: 02/18 METAL LADDERS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY
06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL
CABINETS
06 61 16 08/20 SOLID SURFACING FABRICATIONS
PROJECT TABLE OF CONTENTS Page 1 Certified Final Submittal
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM
FOR AIR TIGHTNESS
07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION
07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION
07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM
07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS
07 27 36 05/17, CHG 2: 08/20 SPRAY FOAM AIR BARRIERS
07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS
07 54 19 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL
07 81 00 02/11 SPRAY-APPLIED FIREPROOFING
07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING
07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 08/20 STEEL DOORS AND FRAMES
08 14 00 08/16, CHG 1: 08/18 WOOD DOORS
08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS
08 33 23 08/20 OVERHEAD COILING DOORS
08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES
08 51 13 05/19 ALUMINUM WINDOWS
08 60 45 08/20 TRANSLUCENT PANELS
08 71 00 02/16, CHG 3: 08/20 DOOR HARDWARE
08 81 00 05/19 GLAZING
08 91 00 08/20 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD
09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 08/20 ACOUSTICAL CEILINGS
09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING
09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING
09 67 23.15 02/21 FUEL RESISTIVE RESINOUS FLOORING,
3-COAT SYSTEM
09 68 00 11/17, CHG 2: 08/20 CARPETING
09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS
09 90 00 02/21 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 11 00 08/20 VISUAL DISPLAY UNITS
10 14 00.20 08/20 INTERIOR SIGNAGE
10 21 13 08/20 TOILET COMPARTMENTS
10 23 10 06/24 GLAZED INTERIOR WALL AND DOOR
ASSEMBLIES
10 26 00 08/20 WALL AND DOOR PROTECTION
10 28 13 08/20 TOILET ACCESSORIES
10 44 16 11/19 FIRE EXTINGUISHERS
10 51 13 05/11 METAL LOCKERS
DIVISION 12 - FURNISHINGS
12 24 13 08/20 ROLLER WINDOW SHADES
PROJECT TABLE OF CONTENTS Page 2
12 50 00.13 10 08/17, CHG 1: 11/18 FURNITURE AND FURNITURE INSTALLATION
12 59 00 08/17, CHG 1: 08/18 SYSTEMS FURNITURE
DIVISION 21 - FIRE SUPPRESSION
21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE
PROTECTION
21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS
DIVISION 22 - PLUMBING
22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 05 93.00 06 08/16 TESTING, ADJUSTING, AND BALANCING
(TAB) OF HVAC
23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL
SYSTEMS
23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL AND
PLUMBING SYSTEMS
23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES
FOR HVAC
23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC
AND OTHER BUILDING CONTROL SYSTEMS
23 11 20 05/20 FACILITY GAS PIPING
23 23 00 08/21 REFRIGERANT PIPING
23 30 00 05/20 HVAC AIR DISTRIBUTION
23 35 16.17 10 05/20 MECHANICAL ENGINE EXHAUST SYSTEMS
23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT
23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS
DIVISION 25 - INTEGRATED AUTOMATION
25 05 11.01 05/21 CYBERSECURITY FOR HVAC DDC SYSTEMS
25 05 11.02 05/21 CYBERSECURITY FOR FIRE & MASS
NOTIFICATION CONTROL SYSTEMS
25 05 11.03 05/21 CYBERSECURITY FOR LIGHTING CONTROL
SYSTEMS
25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM
TESTING
25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM
(UMCS) FRONT END AND INTEGRATION
DIVISION 26 - ELECTRICAL
26 05 73 08/23 POWER SYSTEM STUDIES
26 08 00 11/21 APPARATUS INSPECTION AND TESTING
26 11 16 11/21 SECONDARY UNIT SUBSTATIONS
26 13 00 05/21 SF6/HIGH-FIREPOINT FLUIDS INSULATED
PAD-MOUNTED SWITCHGEAR
26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM
26 24 13 08/21 SWITCHBOARDS
26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS
UNDER 600 VOLTS
26 41 00 11/13 LIGHTNING PROTECTION SYSTEM
26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING
PROJECT TABLE OF CONTENTS Page 3
DIVISION 27 - COMMUNICATIONS
27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING
SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 08/20 INTERIOR FIRE ALARM AND MASS
NOTIFICATION SYSTEM, ADDRESSABLE
DIVISION 31 - EARTHWORK
31 00 00.00 06 07/18 EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT
32 05 33 08/17 LANDSCAPE ESTABLISHMENT
32 11 20 08/17 BASE COURSE FOR RIGID AND SUBBASES FOR
FLEXIBLE PAVING
32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS
32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING
32 13 13.06 06 06/18 PORTLAND CEMENT CONCRETE PAVEMENT FOR
ROADS AND SITE FACILITIES
32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS
32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS
32 92 19 08/17, CHG 1: 08/21 SEEDING
32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS
DIVISION 33 - UTILITIES
33 05 07.13 02/24 UTILITY DIRECTIONAL DRILLING
33 05 23 08/15, CHG 2: 08/16 TRENCHLESS UTILITY INSTALLATION
33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING
33 30 00 05/18 SANITARY SEWERAGE
33 40 00 11/21 STORMWATER UTILITIES
33 46 16 05/18 SUBDRAINAGE PIPING
33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
41 22 13.14 11/19, CHG 1: 02/21 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP
RUNNING
41 24 26 05/20, CHG 1: 11/20 HYDRAULIC POWER SYSTEMS
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 4
SECTION 08 11 13
STEEL DOORS AND FRAMES
08/20
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1/D1.1M (2020) Structural Welding Code - Steel
ASTM INTERNATIONAL (ASTM)
ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM A879/A879M (2012; R 2017) Standard Specification for Steel Sheet, zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface
ASTM A924/A924M (2020) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process
ASTM C578 (2019) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation
ASTM C591 (2021) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation
ASTM C612 (2014; R 2019) Standard Specification for Mineral Fiber Block and Board Thermal Insulation
ASTM D2863 (2019) Standard Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)
ASTM E1300 (2016) Standard Practice for Determining Load Resistance of Glass in Buildings
ASTM F2247 (2018) Standard Test Method for Metal Doors Used in Blast Resistant Applications (Equivalent Static Load Method)
ASTM F2248 (2012) Standard Practice for Specifying an
SECTION 08 11 13 Page 1
Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass
ASTM F2927 (2012) Standard Test Method for Door Systems Subject to Airblast Loadings
BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)
ANSI/BHMA A156.115 (2016) Hardware Preparation in Steel Doors and Steel Frames
CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)
CDPH SECTION 01350 (2017; Version 1.2) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 80 (2019) Standard for Fire Doors and Other Opening Protectives
NFPA 105 (2019) Standard for Smoke Door Assemblies and Other Opening Protectives
NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies
STEEL DOOR INSTITUTE (SDI/DOOR)
SDI/DOOR 111 (2009) Recommended Details for Standard Steel Doors, Frames, and Accessories and Related Components
SDI/DOOR 113 (2013; R2018) Standard Practice for Determining the Steady-State Thermal Transmittance of Steel Door and Frame Assemblies
SDI/DOOR A250.6 (2015) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames
SDI/DOOR A250.8 (2017) Specifications for Standard Steel Doors and Frames
SDI/DOOR A250.11 (2012) Recommended Erection Instructions for Steel Frames
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 4-010-01 (2018;with Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED v4 BDC Ref Guide (2013; R 2020) USGBC LEED Reference Guide
SECTION 08 11 13 Page 2 for Building Design and Construction, v4
LEED v4.1 BDC Ref Guide (2023) LEED v4.1 Building Design and Construction Reference Guide
UNDERWRITERS LABORATORIES (UL)
UL 10C (2016; Reprint May 2021) UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies
1.2 SUSTAINABILITY REPORTING
Work of this section is intended to contribute to the achievement of, or compliance with, the requirements of the Guiding Principles Validation and LEED Prerequisites and attempted Credits. Refer to Section 01 33 29.00 06 SUSTAINABILITY REPORTING for specific documentation requirements and list of Prerequisites, attempted Credits and LEED version.
Comply with product, material content, performance criteria, activity, documentation, and other technical requirements as described in the LEED v4 BDC Ref Guide or LEED v4.1 BDC Ref Guide as applicable.
Collect, organize, and submit product data, drawings, diagrams, photos and cost information necessary to demonstrate compliance with LEED v4 BDC Ref Guide or LEED v4.1 BDC Ref Guide requirements as applicable.
Data collection shall commence with the notice to proceed and will only be deemed complete upon acceptance of the Final Sustainability Notebook and LEED Online submission by the Contracting Officer, the LEED Project Administrator, and the Green Building Certification Institute.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-02 Shop Drawings
Doors; G, AE
Frames; G, AE
Accessories
Schedule of Doors; G, AE
Schedule of Frames; G, AE
SD-03 Product Data
Doors; G, AE
Recycled Content for Steel Door Product; S
SECTION 08 11 13 Page 3
Frames; G, AE
Recycled Content for Steel Frame Product; S
Accessories
Environmental Product Declarations; S
Embodied Carbon Optimization Report/Action Plan; S
Extended Producer Responsibility; S
Local/Regional Materials; S
Material Ingredient Reporting; S
Low-Emitting Materials; S
1.4 SUSTAINABLE DESIGN REQUIREMENTS
1.4.1 Environmental Product Declarations
At a minimum, use materials or products with an Environmental Product Declaration in accordance with the LEED Implementation Plan. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.2 Embodied Carbon Optimization Report/Action Plan
At a minimum, use materials or products with an Embodied Carbon Optimization Report/Action Plan in accordance with the LEED Implementation Plan. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.3 Sourcing of Raw Materials
Provide products that meet one or more of the following categories:
1.4.3.1 Extended Producer Responsibility
At a minimum, use materials or products from manufacturers that participate in an extended producer responsibility program in accordance with the LEED Implementation Plan. Provide manufacturer letter verifying extended producer responsibility program is in place and that product is eligible. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.3.2 Recycled Content Materials
At a minimum, use materials or products with recycled content in accordance with the LEED Implementation Plan. Provide manufacturers product literature identifying the percentage of recycled material incorporated within each product used. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan. If recycled content minimum is specified in this section, the greater of the two percentages governs.
SECTION 08 11 13 Page 4
1.4.4 Material Ingredient Reporting
At a minimum, use materials or products with chemical inventory to at least 0.1% (1000 ppm) in accordance with the LEED Implementation Plan.
Provide Health Product Declaration (HPD), Cradle to Cradle Certificate, Declare label, or other manufacturer's published content inventory in compliance with LEED v4.1 Material Ingredient Reporting credit. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.5 Local/Regional Materials
Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 100 mile radius from the project site, if available from a minimum of three sources. provide a letter from the manufacturer stating the extraction location, manufacturing location, and purchasing location of the products provided, referencing the project name and location specifically and distance to the project site. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.6 Low-Emitting Materials
Use only interior door and frame products that comply with LEED v4.1 BDC Ref Guide requirements for emissions. Submit certification or validation of compliance with CDPH SECTION 01350 emissions requirements. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for low-emitting material requirements.
1.5 DELIVERY, STORAGE, AND HANDLING
Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Provide temporary steel spreaders securely fastened to the bottom of each welded frame. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, with 1/4 inch airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.
PART 2 PRODUCTS
2.1 STANDARD STEEL DOORS
SDI/DOOR A250.8 , except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00 DOOR HARDWARE. Undercut where indicated. Provide exterior doors with top edge closed flush and sealed to prevent water intrusion. Provide doors at 1-3/4 inch thick, unless otherwise indicated. Provide door material that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel door product. Provide exterior glazing in accordance with ASTM F2248 and ASTM E1300. Exterior doors must be tested in accordance with ASTM F2247 or ASTM F2927 to meet requirements of
UFC 4-010-01 .
2.1.1 Classification - Level, Performance, Model
2.1.1.1 Extra Heavy Duty Doors
SDI/DOOR A250.8 , Level 3, physical performance Level A, Model 2 with core
SECTION 08 11 13 Page 5 construction as required by the manufacturer for interior doors and for indicated exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners must be filled with board insulation.
2.2 ACCESSORIES
2.2.1 Astragals
For pairs of exterior steel doors which will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors.
2.2.2 Moldings
Provide moldings around glass of interior and exterior doors and louvers of interior doors. Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors. Other moldings may be stationary or removable. Secure inside moldings to stationary moldings, or provide snap-on moldings.
2.3 INSULATION CORES
Provide insulating cores at all exterior doors and other specific doors noted in the door schedule, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and conforming to:
a. Rigid Cellular Polyisocyanurate Foam: ASTM C591, Type I or II, foamed-in-place or in board form, with oxygen index of not less than 22 percent when tested in accordance with ASTM D2863; or
b. Rigid Polystyrene Foam Board: ASTM C578, Type I or II; or
c. Mineral board: ASTM C612, Type I.
2.4 STANDARD STEEL FRAMES
SDI/DOOR A250.8 , Level 3, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, sidelights, and interior glazed panels, unless otherwise indicated. Provide frame product that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel frame product.
2.4.1 Welded Frames
Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.
Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6, AWS D1.1/D1.1M and in accordance with the practice specified by the producer of the metal being welded.
2.4.2 Stops and Beads
Provide form and loose stops and beads from 20 gage steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space fasteners approximately 12
SECTION 08 11 13 Page 6 to 16 inch on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.
2.4.3 Terminated Stops
Where indicated, terminate interior door frame stops 6 inch above floor.
Do not terminate stops of frames for soundproof, doors.
2.4.4 Cased Openings
Fabricate frames for cased openings of same material, gage, and assembly as specified for metal door frames, except omit door stops and preparation for hardware.
2.4.5 Anchors
Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated not lighter than 18 gage.
2.4.5.1 Wall Anchors
Provide at least three anchors for each jamb. For frames which are more than 7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.
a. Masonry: Provide anchors of corrugated or perforated steel straps or 3/16 inch diameter steel wire, adjustable or T-shaped;
b. Stud partitions: Weld or otherwise securely fasten anchors to backs of frames. Design anchors to be fastened to closed steel studs with sheet metal screws, and to open steel studs by wiring or welding;
c. Completed openings: Secure frames to previously placed concrete or masonry with expansion bolts in accordance with SDI/DOOR 111 ;
and
2.4.5.2 Floor Anchors
Provide floor anchors drilled for 3/8 inch anchor bolts at bottom of each jamb member.
2.5 FIRE AND SMOKE DOORS AND FRAMES
Provide fire and smoke doors and frames in accordance with NFPA 80 and NFPA 105 and this specification. Include insulated core materials in fire doors where indicated in the door schedule.
2.5.1 Labels
Provide fire doors and frames bearing the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research (FM), or Warnock Hersey International (WHI) attesting to the rating required.
Testing must be in accordance with NFPA 252 or UL 10C . Provide labels that are metal with raised letters, bearing the name or file number of the door and frame manufacturer. Labels must be permanently affixed at the factory to frames and to the hinge edge of the door. Do not paint door and labels.
SECTION 08 11 13 Page 7
2.5.2 Oversized Doors
For fire doors and frames which exceed the size for which testing and labeling are available, furnish certificates stating that the doors and frames are identical in design, materials, and construction to a door which has been tested and meets the requirements for the class indicated.
2.5.3 Astragal on Fire and Smoke Doors
On pairs of labeled fire doors, conform to NFPA 80 and UL requirements.
On smoke control doors, conform to NFPA 105 .
2.6 EXTERIOR FRAMES
Provide thermal insulation in all exterior frames. Provide frames of a minimum Level 4, with frames of a minimum thickness of 0.067 inch, 14 gage.
2.7 HARDWARE PREPARATION
Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6 . For additional requirements refer to ANSI/BHMA A156.115 . Drill and tap for surface-applied hardware at the project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Punch door frames, with the exception of frames that will have weatherstripping or soundproof gasketing, to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.
2.8 FINISHES
2.8.1 Hot-Dip Zinc-Coated and Factory-Primed Finish
Fabricate doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924M and ASTM A653/A653M . The coating weight must meet or exceed the minimum requirements for coatings having
0.4 ounces per square foot, total both sides, i.e., A40. Repair damaged zinc-coated surfaces by the application of zinc dust paint. Thoroughly clean and chemically treat to insure maximum paint adhesion. Factory prime as specified in SDI/DOOR A250.8 ..
2.8.2 Electrolytic Zinc-Coated Anchors and Accessories
Provide electrolytically deposited zinc-coated steel in accordance with ASTM A879/A879M , Commercial Quality, Coating Class A. Phosphate treat and factory prime zinc-coated surfaces as specified in SDI/DOOR A250.8 .
2.9 FABRICATION AND WORKMANSHIP
Provide finished doors and frames that are strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Provide molded members that are clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth. Design door frame sections for use with the wall construction indicated. Corner joints must be well formed and in true alignment. Conceal fastenings where practicable. Design other frames in exposed masonry walls or
SECTION 08 11 13 Page 8 partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound.
2.10 PROVISIONS FOR GLAZING
Materials are specified in Section 08 81 00, GLAZING.
PART 3 EXECUTION
3.1 INSTALLATION
3.1.1 Frames
Set frames in accordance with SDI/DOOR A250.11 . Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall anchors to adjoining construction.
3.1.2 Doors
Hang doors in accordance with clearances specified in SDI/DOOR A250.8 .
After erection and glazing, clean and adjust hardware.
3.1.3 Fire and Smoke Doors and Frames
Install fire doors and frames, including hardware, in accordance with NFPA 80 . Install fire rated smoke doors and frames in accordance with NFPA 80 and NFPA 105 .
3.2 PROTECTION
Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is removed. Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.
3.3 CLEANING
Upon completion, clean exposed surfaces of doors and frames thoroughly.
Remove mastic smears and other unsightly marks.
-- End of Section --
SECTION 08 11 13 Page 9
SECTION 08 14 00
WOOD DOORS
08/16, CHG 1: 08/18
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM E90 (2009; R2016) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements
ASTM E2226 (2015; R 2019b) Standard Practice for Application of Hose Stream
CALIFORNIA AIR RESOURCES BOARD (CARB)
CARB 93120 (2007) Airborne Toxic Control Measure (ATCM) to Reduce Formaldehyde Emissions from Composite Wood Products
FOREST STEWARDSHIP COUNCIL (FSC)
FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 80 (2022) Standard for Fire Doors and Other Opening Protectives
NFPA 252 (2022) Standard Methods of Fire Tests of Door Assemblies
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED v4 BDC Ref Guide (2013; R 2020) USGBC LEED Reference Guide for Building Design and Construction, v4
LEED v4.1 BDC Ref Guide (2023) LEED v4.1 Building Design and Construction Reference Guide
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
40 CFR 770 Formaldehyde Standards for Composite Wood Products
UNDERWRITERS LABORATORIES (UL)
UL 10B (2008; Reprint May 2020) Fire Tests of
SECTION 08 14 00 Page 1
Door Assemblies
WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)
ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors
ANSI/WDMA I.S.6A (2013) Interior Architectural Stile and Rail Doors
WOODWORK INSTITUTE (WI)
NAAWS 3.1 (2017; 2018 Errata Edition) North American Architectural Woodwork Standards
1.2 SUSTAINABILITY REPORTING
Work of this section is intended to contribute to the achievement of, or compliance with, the requirements of the Guiding Principles Validation and LEED Prerequisites and attempted Credits. Refer to Section 01 33 29.00 06 SUSTAINABILITY REPORTING for specific documentation requirements and list of Prerequisites, attempted Credits and LEED version.
Comply with product, material content, performance criteria, activity, documentation, and other technical requirements as described in the LEED v4 BDC Ref Guide or LEED v4.1 BDC Ref Guide as applicable.
Collect, organize, and submit product data, drawings, diagrams, photos and cost information necessary to demonstrate compliance with LEED v4 BDC Ref Guide or LEED v4.1 BDC Ref Guide requirements as applicable.
Data collection shall commence with the notice to proceed and will only be deemed complete upon acceptance of the Final Sustainability Notebook and LEED Online submission by the Contracting Officer, the LEED Project Administrator, and the Green Building Certification Institute.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-02 Shop Drawings
Doors; G, AE
Submit drawings or catalog data showing each type of door unit.
Indicate within drawings and data the door types and construction, sizes, thickness, methods of assembly, and glazing.
SD-03 Product Data
Doors; G, AE
Recycled Content for Door Cores; S
SECTION 08 14 00 Page 2
Accessories
Water-resistant Sealer
Sample Warranty
Sound Transmission Class Rating; G, AE
Fire Resistance Rating; G, AE
Environmental Product Declarations; S
Embodied Carbon Optimization Report/Action Plan; S
Extended Producer Responsibility; S
Local/Regional Materials; S
Material Ingredient Reporting; S
SD-04 Samples
Door Finish Colors; G, AE
Submit a minimum of three color selection samples, minimum 3 by 5 inches in size representing wood stain for selection by the Contracting Officer.
SD-06 Test Reports
Cycle-Slam
Hinge Loading Resistance
Submit cycle-slam test report for doors tested in accordance with ANSI/WDMA I.S.1A , and hinge loading resistance test report for doors tested in accordance with ANSI/WDMA I.S.6A .
SD-07 Certificates
Certified Sustainably Harvested Flush Wood Doors; S
Indoor Air Quality for Particleboard and Agrifiber Door Cores: S
SD-11 Closeout Submittals
Warranty
1.4 SUSTAINABLE DESIGN REQUIREMENTS
1.4.1 Environmental Product Declarations
At a minimum, use materials or products with an Environmental Product Declaration in accordance with the LEED Implementation Plan. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
SECTION 08 14 00 Page 3
1.4.2 Embodied Carbon Optimization Report/Action Plan
At a minimum, use materials or products with an Embodied Carbon Optimization Report/Action Plan in accordance with the LEED Implementation Plan. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.3 Sourcing of Raw Materials
Provide products that meet one or more of the following categories:
1.4.3.1 Extended Producer Responsibility
At a minimum, use materials or products from manufacturers that participate in an extended producer responsibility program in accordance with the LEED Implementation Plan. Provide manufacturer letter verifying extended producer responsibility program is in place and that product is eligible. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.3.2 Recycled Content Materials
At a minimum, use materials or products with recycled content in accordance with the LEED Implementation Plan. Provide manufacturers product literature identifying the percentage of recycled material incorporated within each product used. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan. If recycled content minimum is specified in this section, the greater of the two percentages governs.
1.4.4 Material Ingredient Reporting
At a minimum, use materials or products with chemical inventory to at least 0.1% (1000 ppm) in accordance with the LEED Implementation Plan.
Provide Health Product Declaration (HPD), Cradle to Cradle Certificate, Declare label, or other manufacturer's published content inventory in compliance with LEED v4.1 Material Ingredient Reporting credit. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.5 Local/Regional Materials
Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 100 mile radius from the project site, if available from a minimum of three sources. provide a letter from the manufacturer stating the extraction location, manufacturing location, and purchasing location of the products provided, referencing the project name and location specifically and distance to the project site. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.5 CERTIFICATIONS
1.5.1 Certified Sustainably Harvested Wood
Provide wood certified as sustainably harvested by FSC STD 01 001 .
Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third-party program name and indicate compliance with chain-of-custody program
SECTION 08 14 00 Page 4 requirements. Submit sustainable wood certification data; identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.
1.5.2 Indoor Air Quality Certification
1.5.2.1 Composite Wood, Wood Structural Panel and Agrifiber Products
For purposes of this specification, composite wood and agrifiber products include particleboard, medium-density fiberboard (MDF), wheatboard, strawboard, panel substrates, and door cores. Provide products certified to meet requirements of both 40 CFR 770 and CARB 93120 . Provide current product certification documentation from certification body.
1.6 DELIVERY, STORAGE, AND HANDLING
Deliver doors to Project site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4-inches thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and joint compound for gypsum board finishing are dry. Replace defective or damaged doors with new ones.
1.7 WARRANTY
Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.
PART 2 PRODUCTS
2.1 DOORS
Provide doors of the types, sizes, and designs indicated free of urea-formaldehyde resins.
2.1.1 Flush Doors
Conform to ANSI/WDMA I.S.1A for flush doors. Provide solid-core doors with lock blocks and 1 inch minimum thickness hinge stile. Hardwood stile edge bands of doors receives a natural finish, compatible with face veneer. No visible finger joints will be accepted in stile edge bands.
When used, locate finger-joints under hardware. Provide certified sustainably harvested flush wood doors.
2.1.1.1 Interior Flush Doors
Provide particleboard or agrifiber-core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of select premium white maple. Hardwood veneers must be plain sliced. Door cores must have a minimum recycled content of 45 percent. Provide data identifying percentage of recycled content for door cores. Products must contain no added urea-formaldehyde resins. Provide certification of indoor air quality for particleboard and agrifiber door cores.
SECTION 08 14 00 Page 5
2.1.2 Acoustical Doors
ANSI/WDMA I.S.1A , solid core, constructed to provide Sound Transmission Class rating of 45 when tested in accordance with ASTM E90. See Section 08 34 73 ("Sound Control Door Assemblies")
2.1.3 Composite-Type Fire Doors
Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B , ASTM E2226, or NFPA 252 for the class of door scheduled. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.
2.2 ACCESSORIES
2.2.1 Door Light Openings
Provide glazed openings with the manufacturer's standard wood moldings.
Provide moldings for doors to receive natural finish of the same wood species and color as the wood face veneers. Lip type moldings for flush doors.
2.2.2 Additional Hardware Reinforcement
Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 5 inch by full-core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.
2.3 FABRICATION
2.3.1 Marking
Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.
2.3.2 Quality and Construction
Identify the standard on which the construction of the door was based.
2.3.3 Adhesives and Bonds
ANSI/WDMA I.S.1A . Use Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.
2.3.4 Prefitting
Provide factory-prefinished and factory-prefitted doors for the specified hardware, door frame, and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples and frame and hardware schedules to coordinate the work.
SECTION 08 14 00 Page 6
2.3.5 Finishes
2.3.5.1 Factory Finish
Provide doors finished at the factory by the door manufacturer as follows:
WDMA System TR-8 (UV cured acrylated polyester/urethane) or TR-2 (catalyzed lacquer) or TR-4 (conversion varnish) factory finish systems that utilize water-based stains and finishes with ultraviolet UV protection. The coating is NAAWS 3.1 premium, medium rubbed sheen, open-grain effect. Use stain when required to produce the finish specified for color. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application.
2.3.5.2 Color
Provide door finish colors as indicated on drawings.
2.3.6 Water-Resistant Sealer
Provide manufacturer's standard water-resistant sealer compatible with the specified finish.
2.4 SOURCE QUALITY CONTROL
Meet or exceed the following minimum performance criteria of stiles of "B" label fire doors utilizing standard mortise leaf hinges:
a. Cycle-slam: Extra Heavy Duty Doors: 1,000,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of ANSI/WDMA I.S.1A .
b. Hinge loading resistance: Averages of ten test samples not less than Extra Heavy Duty doors: 550 pounds force when tested for direct screw withdrawal in accordance with ANSI/WDMA I.S.6A using a No. 12, 1-1/4-inch long, steel, fully threaded wood screw. Drill 5/32-inch-diameter pilot hole, use 1-1/2-inch-diameter opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.
PART 3 EXECUTION
3.1 INSTALLATION
Do not install building construction materials that show visual evidence of biological growth.
Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16-inch minimum, 1/8-inch maximum clearance at sides and top, and a 3/16-inch minimum, 1/4-inch maximum clearance over thresholds. Provide 3/8-inch minimum, 7/16-inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp must not exceed 1/4 inch when measured in accordance with
ANSI/WDMA I.S.1A .
SECTION 08 14 00 Page 7
3.1.1 Fire Doors
Install fire doors in accordance with NFPA 80 . Do not paint over labels.
-- End of Section --
SECTION 08 14 00 Page 8
SECTION 08 31 00
ACCESS DOORS AND PANELS
05/17, CHG 1: 08/18
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel
ASTM INTERNATIONAL (ASTM)
ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel
ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM A666 (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar
ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable
MASTER PAINTERS INSTITUTE (MPI)
MPI 79 (2016) Primer, Alkyd, Anti-Corrosive for Metal
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED v4 BDC Ref Guide (2013; R 2020) USGBC LEED Reference Guide for Building Design and Construction, v4
LEED v4.1 BDC Ref Guide (2023) LEED v4.1 Building Design and Construction Reference Guide
1.2 SUSTAINABILITY REPORTING
Work of this section is intended to contribute to the achievement of, or compliance with, the requirements of the Guiding Principles Validation and LEED Prerequisites and attempted Credits. Refer to Section 01 33 29.00 06 SUSTAINABILITY REPORTING for specific documentation requirements and list of Prerequisites, attempted Credits and LEED version.
SECTION 08 31 00 Page 1
Comply with product, material content, performance criteria, activity, documentation, and other technical requirements as described in the LEED v4 BDC Ref Guide or LEED v4.1 BDC Ref Guide as applicable.
Collect, organize, and submit product data, drawings, diagrams, photos and cost information necessary to demonstrate compliance with LEED v4 BDC Ref Guide or LEED v4.1 BDC Ref Guide requirements as applicable.
Data collection shall commence with the notice to proceed and will only be deemed complete upon acceptance of the Final Sustainability Notebook and LEED Online submission by the Contracting Officer, the LEED Project Administrator, and the Green Building Certification Institute.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-02 Shop Drawings
Access Doors And Panels; G, AE
SD-03 Product Data
Access Doors And Panels; G, AE
Hardware Including Locks and Keys; G, AE
Accessories; G, AE
Recycled Content; S
Environmental Product Declarations; S
Embodied Carbon Optimization Report/Action Plan; S
Extended Producer Responsibility; S
Local/Regional Materials; S
Material Ingredient Reporting; S
SD-04 Samples
Finishes; G, AE
1.4 SUSTAINABLE DESIGN REQUIREMENTS
1.4.1 Environmental Product Declarations
At a minimum, use materials or products with an Environmental Product Declaration in accordance with the LEED Implementation Plan. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials
SECTION 08 31 00 Page 2 requirements and LEED Implementation Plan.
1.4.2 Embodied Carbon Optimization Report/Action Plan
At a minimum, use materials or products with an Embodied Carbon Optimization Report/Action Plan in accordance with the LEED Implementation Plan. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.3 Sourcing of Raw Materials
Provide products that meet one or more of the following categories:
1.4.3.1 Extended Producer Responsibility
At a minimum, use materials or products from manufacturers that participate in an extended producer responsibility program in accordance with the LEED Implementation Plan. Provide manufacturer letter verifying extended producer responsibility program is in place and that product is eligible. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.3.2 Recycled Content Materials
At a minimum, use materials or products with recycled content in accordance with the LEED Implementation Plan. Provide manufacturers product literature identifying the percentage of recycled material incorporated within each product used. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan. If recycled content minimum is specified in this section, the greater of the two percentages governs.
1.4.4 Material Ingredient Reporting
At a minimum, use materials or products with chemical inventory to at least 0.1% (1000 ppm) in accordance with the LEED Implementation Plan.
Provide Health Product Declaration (HPD), Cradle to Cradle Certificate, Declare label, or other manufacturer's published content inventory in compliance with LEED v4.1 Material Ingredient Reporting credit. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.4.5 Local/Regional Materials
Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 100 mile radius from the project site, if available from a minimum of three sources. provide a letter from the manufacturer stating the extraction location, manufacturing location, and purchasing location of the products provided, referencing the project name and location specifically and distance to the project site. See Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative materials requirements and LEED Implementation Plan.
1.5 MISCELLANEOUS REQUIREMENTS
For access doors and panels provide the following:
SECTION 08 31 00 Page 3
1.5.1 Shop Drawings
For field assembled access doors and panels, provide plans, elevations, sections, and details for each type of access door and panel assembly.
Indicate frame, surface and edge construction, materials, and accessories. Indicate types of finished surfaces and details for panel edge conditions. Provide a door schedule with a unique number for each access door and panel, specific location in the project, location of hinges and hardware for each door.
1.5.2 Product Data
For shop assembled access doors and panels, provide literature indicating sizes, types, frame and edge construction, finishes, hardware, accessories such as gaskets, seals and weatherstripping, and location of each door and panel in the project. Provide details of adjoining work for each condition indicated.
1.5.3 Finish Samples
Submit two color charts from manufacturer's standard color and finish options for each type of frame and panel assembly finish indicated.
1.6 PERFORMANCE REQUIREMENTS
1.6.1 Access Panels for Wet Areas
Provide panel assemblies that will be located in wet areas with corrosion resistant finishes and hardware and water resistant gasketing.
1.7 DELIVERY, STORAGE, AND PROTECTION
Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.
PART 2 PRODUCTS
2.1 RECYCLED CONTENT
Provide products with recycled content. Provide data for each product with recycled content, identifying percentage of recycled content.
2.2 MATERIALS
2.2.1 Steel Plates, Shapes, and Bars
Provide in accordance with ASTM A36/A36M.
2.2.2 Sheet Steel
Provide cold rolled steel sheet substrate in accordance with ASTM A1008/A1008M , Commercial Steel (CS), exposed.
2.2.3 Stainless Steel
Provide in accordance with ASTM A666, type 302 or 304.
SECTION 08 31 00 Page 4
2.2.4 Metallic Coated Steel Sheet
Provide in accordance with ASTM A653/A653M , Commercial Steel (CS), Type B;
with minimum G60 (Z180) or A60 (ZF180) metallic coating.
2.2.5 Hardware
Provide automatic closing devices. Provide latch releases operable from insides of doors.
2.2.6 Hinges
Provide concealed spring hinges, 175 degrees of opening, with non-removable hinge pins. Provide hinges of same steel as door and frame or in accordance with manufacturer's written recommendations. If providing non-continuous hinges, provide in numbers required to maintain alignment of door panel with frame. Provide coatings as necessary to permanently protect dissimilar metals from contact with one another; see Part 3 herein for more information.
2.2.7 Locks
Unless otherwise indicated, provide flush screwdriver operated cam lock.
Provide plastic sleeve or stainless steel bushings to protect holes in surface finishes for screwdriver to access lock.
2.2.8 Accessories
Provide anchors in size, number and location on four sides to secure access door to substrate. Provide anchors in types as recommended by manufacturer's written installation instructions for each substrate indicated. Provide shims, bushings, clips, gaskets, and other devices as necessary for a complete installation.
2.3 FABRICATION
2.3.1 Thickness, Size, Edges
Fabricate frames for access doors of steel not lighter than 16 gage with welded joints and anchorage for securing to adjacent construction.
Provide doors a minimum of 24 by 24 inches and of not lighter than 16 gage steel, with stiffened edges and welded attachments.
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