W912QR25RA009_Specs_Vol2-0000.pdf
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- Design-Bid-Build Construction of an Army Reserve Center (ARC) at Dobbins Air Reserve Base (ARB), Georgia
- Solicitation number
- W912QR25RA009
About this file
This file contains multiple technical specifications related to mechanical systems for a Design-Bid-Build construction project of an Army Reserve Center at Dobbins Air Reserve Base in Georgia. The specifications cover HVAC equipment and systems including direct digital controls, instrumentation, hydronic pumps, refrigerant piping, chemical water treatment, air distribution, boilers, and water chillers.
Key requirements include: vapor compression water chillers with minimum efficiency per ASHRAE 90.1-2019; low pressure hot water boilers over 800,000 BTU/hr with 10-year warranty on pressure vessel/heat exchanger; direct digital control system using BACnet protocol; air handling units with variable frequency drives; hydronic pumps; and associated piping, ductwork, and accessories. The specifications detail strict requirements for equipment performance, installation, testing, and commissioning. The work will be overseen by the Army Corps of Engineers Louisville District. The solicitation and complete attachments will be available for download from SAM.gov on March 5, 2025.
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Solicitation For Army Reserve Center / Vehicle Maintenance Shop, Dobbins Air Reserve Base, GA
P2: 502297
Design-Bid-Build
Specifications - Vol 2 of 3 (Div 07-23) Certified Final Design
05 March 2025
W912QR25RA009
ARIMS: 200A
Disposition: Maintain for 15yrs after construction
W912QR25RA009_Specs_Vol2-0000
502297 Army Reserve Center / VMS Dobbins Air Reserve Base, GA
THIS PAGE INTENTIONALLY LEFT BLANK
CERTIFIED FINAL
Army Reserve Center / VMS (P2# 502297) Certified Final Design Dobbins Air Reserve Base, Georgia 11 February 2025
SEALS PAGE
CIVIL STRUCTURAL ARCHITECTURAL
INTERIOR DESIGN FIRE PROTECTION PLUMBING
MECHANICAL ELECTRICAL TELECOMMUNICATIONS
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PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 80 00.00 06 04/21, CHG 1: 06/23 SPECIAL PROVISIONS
DIVISION 01 - GENERAL REQUIREMENTS
01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS
01 32 01.00 06 10/23 PROJECT SCHEDULE
01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES
01 33 29.00 06 02/21 SUSTAINABILITY REPORTING
01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS
01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.15 10 11/23 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 2: 08/22 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 05/23 OPERATION AND MAINTENANCE DATA
01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING
DIVISION 02 - EXISTING CONDITIONS
02 41 00 08/22 DEMOLITION
DIVISION 03 - CONCRETE
03 11 16 04/24 ARCHITECTURAL CONCRETE FORMLINERS
03 30 00 02/19, CHG 6: 11/23 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY
DIVISION 05 - METALS
05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY
ANCHORS
05 12 00 08/18, CHG 2: 05/21 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 00 08/23 METAL STAIRS
05 51 33 02/16, CHG 2: 02/18 METAL LADDERS
05 52 00 08/23 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY
06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY
06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL
PROJECT TABLE OF CONTENTS Page 1
CABINETS
06 61 16 08/20 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 13 08/23 BOARD AND BLOCK INSULATION
07 21 16 08/23 MINERAL FIBER BLANKET INSULATION
07 22 00 08/23 ROOF AND DECK INSULATION
07 27 10 08/23 BUILDING AIR BARRIER SYSTEM
07 27 19.01 08/23 SELF-ADHERING AIR BARRIERS
07 27 26 08/23 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 27 36 08/23 SPRAY FOAM AIR BARRIERS
07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS
07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES
07 54 19 08/23 POLYVINYL-CHLORIDE ROOFING
07 60 00 08/23 FLASHING AND SHEET METAL
07 61 14.00 20 08/16, CHG 1: 08/18 STEEL STANDING SEAM ROOFING
07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING
07 92 00 08/23 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 02/10 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, CHG 1: 02/22 OVERHEAD COILING DOORS
08 34 59 08/08, CHG 1: 11/12 VAULT DOORS AND DAY GATES
08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES
08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND
STOREFRONTS
08 51 13 05/19 ALUMINUM WINDOWS
08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE
08 81 00 05/19 GLAZING
08 91 00 08/20 METAL WALL AND DOOR 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 23.13 11/19 STANDARD RESINOUS FLOORING
09 67 23.15 02/21 FUEL RESISTIVE RESINOUS FLOORING,
3-COAT SYSTEM
09 67 23.16 02/21 FUEL RESISTIVE RESINOUS FLOORING,
5-COAT SYSTEM
09 68 00 11/17, CHG 2: 08/20 CARPETING
09 90 00 02/21 PAINTS AND COATINGS
09 96 00 11/14 HIGH-PERFORMANCE COATINGS
DIVISION 10 - SPECIALTIES
10 11 00 08/20 VISUAL DISPLAY UNITS
10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE
10 14 00.20 08/20 INTERIOR SIGNAGE
10 21 13 08/20 TOILET COMPARTMENTS
10 22 13 08/16, CHG 1: 08/18 WIRE MESH PARTITIONS
PROJECT TABLE OF CONTENTS Page 2
10 22 39 08/20 FOLDING PANEL PARTITIONS
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 11 - EQUIPMENT
11 05 40 08/17, CHG 1: 02/18 COMMON WORK RESULTS FOR FOODSERVICE
EQUIPMENT
11 06 40.13 08/17 FOODSERVICE EQUIPMENT SCHEDULE
11 31 13 08/17, CHG 1: 08/18 ELECTRIC KITCHEN EQUIPMENT
11 42 00 08/17 FOOD PREPARATION EQUIPMENT
11 44 00 08/17, CHG 1: 08/18 FOOD COOKING EQUIPMENT
11 46 00 01/08 FOOD DISPENSING EQUIPMENT
11 47 00 08/17, CHG 1: 08/18 ICE MACHINES
11 48 00 08/17, CHG 1: 08/18 CLEANING AND DISPOSAL EQUIPMENT
DIVISION 12 - FURNISHINGS
12 24 13 08/20 ROLLER WINDOW SHADES
12 48 13 08/23 ENTRANCE FLOOR MATS AND FRAMES
DIVISION 14 - CONVEYING EQUIPMENT
14 24 23 05/16 HYDRAULIC PASSENGER ELEVATORS
DIVISION 21 - FIRE SUPPRESSION
21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE
PROTECTION
21 23 00 05/24 WET CHEMICAL FIRE EXTINGUISHING SYSTEMS
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 15 05/22 COMMON PIPING FOR 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 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 21 13.00 20 04/06, CHG 2: 11/19 LOW TEMPERATURE WATER (LTW) HEATING
SYSTEM
23 21 23 08/17 HYDRONIC PUMPS
23 23 00 08/21 REFRIGERANT PIPING
23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR
MECHANICAL SYSTEMS
23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION
23 52 46.00 20 05/15, CHG 3: 08/18 LOW PRESSURE WATER HEATING BOILERS
(OVER 800,000 BTU/HR OUTPUT)
23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE
PROJECT TABLE OF CONTENTS Page 3
23 64 26 08/09, CHG 6: 11/22 CHILLED, CHILLED-HOT, AND CONDENSER
WATER PIPING SYSTEMS
23 80 20.00 10 05/20 GAS-FIRED HEATING EQUIPMENT
23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT
23 82 00.00 20 02/16, CHG 1: 08/18 TERMINAL HEATING UNITS
DIVISION 25 - INTEGRATED AUTOMATION
25 05 11 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED
CONTROL SYSTEMS
25 05 11.01 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED
CONTROL SYSTEMS (MECHANICAL BACS)
25 05 11.02 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED
CONTROL SYSTEMS (FIRE ALARM)
25 05 11.03 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED
CONTROL SYSTEMS (LIGHTING)
25 05 11.04 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED
CONTROL SYSTEMS (METERING)
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 19.00 10 11/22 INSULATED WIRE AND CABLE
26 05 48 11/23 SEISMIC PROTECTION FOR ELECTRICAL
EQUIPMENT
26 05 73 08/23 POWER SYSTEM STUDIES
26 08 00 11/22 APPARATUS INSPECTION AND TESTING
26 20 00 08/23 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 08/23 LIGHTNING PROTECTION SYSTEM
26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING
26 56 00 08/21 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM
27 05 28.36 48 04/20 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 10 00.00 48 10/20 BUILDING TELECOMMUNICATIONS CABLING
SYSTEM
27 41 00 11/21 AUDIO-VISUAL SYSTEMS
27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS
27 51 23 11/21 INTERCOMMUNICATION SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 08 10 08/23 ELECTRONIC SECURITY SYSTEM ACCEPTANCE
TESTING
28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)
28 31 76 08/20 INTERIOR FIRE ALARM AND MASS
NOTIFICATION SYSTEM, ADDRESSABLE
DIVISION 31 - EARTHWORK
31 00 00.00 06 07/18 EARTHWORK
PROJECT TABLE OF CONTENTS Page 4
31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK
31 11 00 11/18 CLEARING AND GRUBBING
31 21 13 11/18 RADON MITIGATION
31 31 16.13 08/22, CHG 1: 11/23 CHEMICAL TERMITE CONTROL
31 62 50 11/20, CHG 2: 02/24 DENSIFIED AGGREGATE PIERS
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 23 05/22 GRADED CRUSHED AGGREGATE BASE COURSE
FOR FLEXIBLE AND RIGID 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 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK AND
ORNAMENTAL) AND GATES
32 92 19 08/17, CHG 1: 08/21 SEEDING
32 92 23 04/06, CHG 1: 08/21 SODDING
32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS
DIVISION 33 - UTILITIES
33 05 23.13 11/19 UTILITY HORIZONTAL DIRECTIONAL DRILLING
33 11 00 02/18, CHG 2: 11/23 WATER UTILITY DISTRIBUTION PIPING
33 11 23 11/09, CHG 1: 08/17 NATURAL GAS AND LIQUID PETROLEUM PIPING
33 30 00 05/18 SANITARY SEWERAGE
33 40 00 11/21 STORMWATER UTILITIES
33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00.00 48 04/20 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DIVISION 46 - WATER AND WASTEWATER EQUIPMENT
46 25 14 02/11, CHG 1: 11/13 COALESCING OIL-WATER SEPARATORS
ATTACHMENTS
ATTACHMENT A FAP APPROVAL MEMORANDUM
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 5
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PROJECT TABLE OF CONTENTS Page 6
SECTION 07 42 63
FABRICATED WALL PANEL ASSEMBLIES
05/11, CHG 4: 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 ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)
AAMA 501.1 (2017) Standard Test Method for Water Penetration of Windows, Curtain Walls and Doors Using Dynamic Pressure
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 341 (2016) Seismic Provisions for Structural Steel Buildings
AMERICAN IRON AND STEEL INSTITUTE (AISI)
AISI S100 (2012) North American Specification for the Design of Cold-Formed Steel Structural Members
AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures
ASTM INTERNATIONAL (ASTM)
ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel
ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A606/A606M (2023) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance
ASTM A653/A653M (2023) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
SECTION 07 42 63 Page 1
ASTM A755/A755M (2018) Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products
ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings
ASTM A924/A924M (2022a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process
ASTM A1008/A1008M (202 3) 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
ASTM B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus
ASTM C273/C273M (2020) Standard Test Method for Shear Properties of Sandwich Core Materials
ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants
ASTM D522/D522M (2017) Mandrel Bend Test of Attached Organic Coatings
ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss
ASTM D714 (2002; R 2017) Standard Test Method for Evaluating Degree of Blistering of Paints
ASTM D822 (2013; R 2018) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings
ASTM D968 (2022) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive
ASTM D1056 (2020) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber
ASTM D1308 (2002; R 2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes
ASTM D1621 (2016) Standard Test Method for Compressive Properties of Rigid Cellular Plastics
ASTM D1622/D1622M (2014) Apparent Density of Rigid Cellular
SECTION 07 42 63 Page 2
Plastics
ASTM D1667 (2022) Standard Specification for Flexible Cellular Materials - Poly (Vinyl Chloride) Foam (Closed-Cell)
ASTM D2244 (2021) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates
ASTM D2247 (2015; R 2020) Standard Practice for Testing Water Resistance of Coatings in 100?Percent Relative Humidity
ASTM D2794 (1993; R 2019) Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)
ASTM D3363 (2005; E 2011; R 2011; E 2012) Film Hardness by Pencil Test
ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films
ASTM D6226 (2021) Standard Test Method for Open Cell Content of Rigid Cellular Plastics
ASTM E84 (2023) Standard Test Method for Surface Burning Characteristics of Building Materials
ASTM E119 (2022) Standard Test Methods for Fire Tests of Building Construction and Materials
ASTM E136 (2022) Standard Test Method for Assessing Combustibility of Materials Using a Vertical Tube Furnace at 750 Degrees C
ASTM E283 (2019) Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen
ASTM E331 (2000; R 2023) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference
ASTM E1592 (2017) Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference
ASTM G152 (2013; R 2021) Standard Practice for Operating Open Flame Carbon Arc Light
SECTION 07 42 63 Page 3
Apparatus for Exposure of Nonmetallic Materials
ASTM G153 (2013; R 2021) Standard Practice for Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)
MBMA MBSM (2018) Metal Building Systems Manual
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)
NAAMM AMP 500 (2006) Metal Finishes Manual
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS SCS Global Services (SCS) Indoor Advantage
SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
(SMACNA)
SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition
UL ENVIRONMENT (ULE)
ULE Greenguard UL Greenguard Certification Program
UNDERWRITERS LABORATORIES (UL)
UL 580 (2006; Reprint Mar 2019) UL Standard for Safety Tests for Uplift Resistance of Roof Assemblies
UL Bld Mat Dir (updated continuously online) Building Materials Directory
1.2 DEFINITIONS
Fabricated Wall Panel Assembly: Metal wall and liner panels, attachment system components, miscellaneous metal framing, thermal insulation, and accessories shop fabricated or field assembled for a complete weather-tight wall system.
1.3 DESCRIPTION OF FABRICATED WALL PANEL ASSEMBLY SYSTEM
Factory color finished, metal wall panel system with concealed fastening attachment. Panel profile must be smooth face. Interior finish of panel assembly to be smooth face .
1.3.1 Metal Wall Panel General Performance
Comply with performance requirements, conforming to AISI S100 , without failure due to defective manufacture, fabrication, installation, or other defects in construction. Wall panels and accessory components must conform to the following standards:
SECTION 07 42 63 Page 4
ASTM A1008/A1008M
ASTM A123/A123M
ASTM A36/A36M
ASTM A606/A606M
ASTM A755/A755M for metallic coated steel sheet for exterior coil pre-painted applications.
ASTM A780/A780M for repair of damage or uncoated areas of hot-dipped galvanized coating.
ASTM A924/A924M for metallic coated steel sheet
ASTM C273/C273M
ASTM D522/D522M for applied coatings UL Bld Mat Dir
1.3.2 Structural Performance
Maximum calculated fiber stress must not exceed the allowable value in the AISI or AA manuals; a one third overstress for wind is allowed.
Midspan deflection under maximum design loads is limited to L/180.
Contract drawings show the design wind loads and the extent and general assembly details of the metal siding. Contractor must provide design for members and connections not shown on the drawings. Siding panels and accessories must be the products of the same manufacturer.
Provide metal wall panel assemblies complying with the load and stress requirements in accordance with ASTM E1592. Wind Load force due to wind action governs the design for panels.
Wall systems and attachments are to resist the wind loads as determined by UL 580 and ASCE 7-16 in the geographic area where the construction will take place, in pounds per square foot. Submit five copies of wind load tests and seismic tests to the Contracting Officer.
Provide metal wall panel assembly for seismic conditions complying with the applicable requirements of AISC 341 .
1.3.3 Air Infiltration
Air leakage must conform to the limits through the wall assembly area when tested according to ASTM E283.
1.3.4 Water Penetration Under Static Pressure
No water penetration when tested according to ASTM E331.
1.3.5 Water Penetration Under Dynamic Pressure
No evidence of water leakage when tested according to AAMA 501.1 .
1.4 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals with an “S” are for inclusion in the Sustainability eNotebook, in conformance with 01 33 29.00 06 SUSTAINABILITY REPORTING. Submittals not having a “G” or “S” classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
SECTION 07 42 63 Page 5
Qualification of Manufacturer ; G
Qualification of Installer ; G
SD-02 Shop Drawings
Fabrication and Installation drawings for the following items are to indicate completely dimensioned structural frame and erection layouts, openings in the wall, special framing details, and construction details at corners, building intersections and flashing, location and type of mastic and metal filler strips.
Wall Panel Assemblies ; G
Flashing and Accessories ; G
Anchorage Systems ; G
SD-03 Product Data
Certification
Submit Manufacturer's data indicating percentage of recycle material in wall panels to verify sustainable acquisition compliance ; G, S
Submit Manufacturer's catalog data for the following items:
Factory Color Finish ; G
Sub-girts and Formed Shapes ; G
Closure Materials ; G
Insulation ; G
Pressure Sensitive Tape ; G
Sealants and Caulking ; G
Rated Wall Assembly ; G
Galvanizing Repair Paint ; G
Accessories ; G
SD-04 Samples
Submit as required each of the following samples:
Wall Panel Assemblies , 12 inches long by actual panel width
Fasteners ; G
Metal Closure Strips , 10 inches long of each type ; G
Insulation , approximately 8 by 11 inches ; G
SECTION 07 42 63 Page 6
Submit manufacturer's color charts and chips , approximately 4 by 4 inches , showing full range of colors, textures and patterns available for wall panels with factory applied finishes ; G
SD-05 Design Data
Wind Design Analysis ; G
SD-06 Test Reports
Submit test reports for the following in accordance with the referenced articles in this section.
Leakage Tests ; G
Wind Load Tests ; G
Seismic Tests ; G
Coatings and base metals of metal wall type of test as specified in paragraphs STEEL SHEET MATERIALS and in various referenced standards in this section.
Factory Color Finish Performance Requirements ; G
SD-07 Certificates
Submit certificates for the following items showing conformance with referenced standards contained in this section:
Fasteners ; G
Galvanizing Repair Paint
Provide evidence that products used within this specification are manufactured in the United States.
Submit the wall system assembly wind load and fire rating classification listings .
SD-08 Manufacturer's Instructions
Installation of Wall Panels ; G
Include detailed application instructions and standard manufacturer drawings altered as required by these specifications.
Explicitly identify in writing, differences between manufacturer's instructions and the specified requirements.
SD-11 Closeout Submittals
Instructions To:
Government and/or Contractor Personnel
Safety Data Sheets ; G
Submit 20 year "No-Dollar-Limit" Warranty for labor and materials ;
G
SECTION 07 42 63 Page 7
1.5 QUALITY ASSURANCE
1.5.1 Pre-Installation Conference
After submittals are received and approved but before wall panel and insulation work, including associated work, is performed, the Contracting Officer will hold a pre-siding conference to review the following:
a. The drawings, including Fabrication and Installation drawings ,showing complete Wall Panel Assemblies , and specifications.
Include details for the following for review:
flashing and accessories anchorage systems manufacturer's catalog data Factory Color Finish
Submit manufacturer's color charts and chips , approximately 4 by 4 inches , showing full range of colors, textures and patterns available for wall panels with factory applied finishes.
Sub-girts and Formed Shapes Closure Materials , including metal closure strips .
Insulation Pressure Sensitive Tape Rated Wall Assembly test data Accessories Fasteners
b. Finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.
c. Methods and procedures related to metal wall panel installation, including manufacturer's written instructions for Installation of Wall panels , and verification of wall system assembly wind load and fire rating classification listings .
d. Support conditions for compliance with requirements, including alignment between and attachment to structural members. Provide details of wind design analysis including wind speed, exposure category, co-efficient, importance factor, designates type of facility, negative pressures for each zone, methods and requirements of attachment. Wind design analysis to include wall plan delineating dimensions and attachment patterns for each zone. Wind design analysis to be prepared and sealed by Licensed Project Engineer in the geographic area where the construction will take place.
e. Flashing, special siding details, wall penetrations, openings, and condition of other construction that will affect metal wall panels.
f. Governing regulations and requirements for insurance, certificates, tests and inspections if applicable. Include certification for sustainable acquisition and wall system assembly wind load and fire rating classification. Safety plan review must include applicable Safety Data Sheets for maintenance/repair materials.
g. Temporary protection requirements for metal wall panel assembly during
SECTION 07 42 63 Page 8 and after installation.
h. Wall panel observation and repair procedures after metal wall panel installation. Include review of sample Galvanizing Repair Paint .
i. Sample 20 year "No-Dollar-Limit" warranty .
1.5.2 Manufacturer's Technical Representative
The representative must have authorization from manufacturer to approve field changes and be thoroughly familiar with the products and installations in the geographical area where construction will take place.
1.5.3 Qualification of Manufacturer
Metal wall panel system manufacturer must have:
a. A minimum of five (5) years experience in manufacturing metal wall system and accessory products.
b. Provide engineering services by an authorized engineer; currently licensed in the geographical area where construction will take place, having a minimum of four (4) years experience as an engineer knowledgeable in wind load design analysis, protocols and procedures for the MBMA MBSM; ASCE 7-16 , and ASTM E1592.
c. Provide certified engineering calculations using the products submitted for:
Wind load requirements in accordance with FM Wind Design Guide and
ASCE 7-16 .
1.5.4 Qualification of Installer
The installation contractor must be approved and certified by the wall panel manufacturer prior to beginning the installation of the metal wall system.
1.5.5 Single Source
Obtain each type of metal wall and liner panels, clips, closures and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.
1.5.6 Surface-Burning Characteristics
Provide metal wall panels having insulation core material with the following surface-burning characteristics as determined by testing identical products according to ASTM E84 by a qualified testing agency.
Identify products with appropriate markings of applicable testing agency.
a. Flame-Spread Index: 25 or less.
b. Smoke-Developed Index: 450 or less.
1.5.7 Fire-Resistance Ratings
Where indicated, provide metal wall panels identical to those of assemblies tested for fire resistance per ASTM E119 by a qualified testing agency. Identify products with appropriate markings of applicable testing
SECTION 07 42 63 Page 9 agency.
Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency.
Combustion Characteristics: ASTM E136.
1.5.8 Fabrication
Fabricate and finish metal wall panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements.
Comply with indicated profiles and with dimensional and structural requirements.
Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel.
Fabricate metal wall panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weather-tight and minimize noise from movements within panel assembly.
1.5.8.1 Sheet Metal Accessories
Fabricate flashing and trim to comply with recommendations in SMACNA 1793 that apply to the design, dimensions, metal, and other characteristics of item indicated:
a. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems.
b. End Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength.
c. Sealed Joints: Form non-expansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA standards.
d. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view.
e. Fabricate cleats and attachment devices of size and metal thickness recommended by SMACNA or by metal wall panel manufacturer for application, but not less than thickness of metal being secured.
1.5.9 Finishes
Comply with NAAMM AMP 500 for recommendations for applying and designating finishes.
Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.
SECTION 07 42 63 Page 10
1.5.10 Sustainable Design Certification
Product shall be third party certified in accordance with ULE Greenguard Gold, SCS Scientific Certification Systems Indoor Advantage Gold or equal. Certification shall be performed annually and shall be current.
1.6 DELIVERY, HANDLING, AND STORAGE
Deliver and package components, sheets, metal wall panels, and other manufactured items so as not to be damaged or deformed and protected during transportation and handling.
Unload, store, and erect metal wall panels in a manner to prevent bending, warping, twisting, and surface damage.
Stack and store metal wall panels horizontally on platforms or pallets, covered with suitable weather-tight and ventilated covering to ensure dryness, with positive slope for drainage of water. Do not store metal wall panels in contact with other materials that might cause staining, denting, or other surface damage.
Retain strippable protective covering on metal wall panel for period of metal wall panel installation.
Protect foam-plastic insulation as follows:
a. Do not expose to sunlight, except to extent necessary for period of installation and concealment.
b. Protect against ignition at all times. Do not deliver foam-plastic insulation materials to Project site before installation time.
Complete installation and concealment of plastic materials as rapidly as possible in each area of construction.
1.7 PROJECT CONDITIONS
Weather Limitations: Proceed with installation preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into existing walling system or building.
Field Measurements: Verify locations of wall framing and opening dimensions by field measurements before metal wall panel fabrication and indicate measurements on Shop Drawings.
1.8 WARRANTY
Furnish manufacturer's no-dollar-limit warranty for the metal wall panel system. The warranty period is to be no less than twenty (20) years from the date of Government acceptance of the work. The warranty is to be issued directly to the Government. The warranty is to provide that if within the warranty period the metal wall panel system shows evidence of corrosion, perforation, rupture or excess weathering due to deterioration of the wall panel system resulting from defective materials and correction of the defective workmanship is to be the responsibility of the metal wall panel system manufacturer. Repairs that become necessary because of defective materials and workmanship while metal wall panel system is under warranty are to be performed within 24 hours after notification, unless
SECTION 07 42 63 Page 11 additional time is approved by the Contracting Officer. Failure to perform repairs within 24 hours of notification will constitute grounds for having emergency repairs performed by others and not void the warranty.
PART 2 PRODUCTS
2.1 PANEL MATERIALS
2.1.1 Steel Sheet
Roll-form steel wall and liner panels to the specified profile, with fy = 22 gauge and depth as indicated. Material must be plumb and true, and within the tolerances listed:
a. Galvanized Steel Sheet conforming to ASTM A653/A653M and AISI SG03-3 .
b. Individual panels to have continuous length to cover the entire length of any unbroken wall area with no joints or seams and formed without warping, waviness, or ripples that are not part of the panel profile and free of damage to the finish coating system.
c. Provide panels with thermal expansion and contraction consistent with the type of system specified.
1. Exterior and Interior Face Sheet Profile to be Non-Embossed, Flat.
2.1.2 Foam-Insulation Core Wall Panel
Provide factory-formed steel wall panel assembly fabricated from two sheets of metal with modified polyisocyanurate or polyurethane foam insulation core foamed-in-place during fabrication with joints between panels designed to form weather-tight seals. Include accessories required for weather-tight installation.
a. Closed-Cell Content: 90 percent when tested according to ASTM D6226.
b. Density: 2.0 to 2.6 lb/cu. ft. when tested according to
ASTM D1622/D1622M .
c. Compressive Strength: Minimum 20 psi when tested according to
ASTM D1621.
d. Shear Strength: 26 psi when tested according to ASTM C273/C273M.
2.1.3 Finish
All panels are to receive a factory-applied Kynar 500/Hylar 5000 finish consisting of a baked-on top-coat with a manufacturer's recommended prime coat conforming to the following:
a. Metal Preparation: All metal is to have the surfaces carefully prepared for painting on a continuous process coil coating line by alkali cleaning, hot water rinsing, application of chemical conversion coating, cold water rinsing, sealing with acid rinse, and thorough drying.
b. Prime Coating: A base coat of epoxy paint, specifically formulated to interact with the top-coat, is to be applied to the prepared surfaces by roll coating to a dry film thickness of 0.20 plus 0.05 mils. This
SECTION 07 42 63 Page 12 prime coat must be oven cured prior to application of finish coat.
c. Exterior Finish Coating: Apply the finish coating over the primer by roll coating to dry film thickness of 0.80 plus 5 mils (3.80 plus 0.50 mils for Vinyl Plastisol) for a total dry film thickness of 1.00 plus
0.10 mils (4.00 plus 0.10 mils for Vinyl Plastisol). This finish coat must be oven-cured.
d. Interior Finish Coating: Apply a wash-coat on the reverse side over the primer by roll coating to a dry film thickness of 0.30 plus 0.05 mils for a total dry film thickness of 0.50 plus 0.10 mils. The wash-coat must be oven-cured.
e. Color: The exterior finish chosen from the manufacturer's standard color chart.
f. Physical Properties: Coating must conform to the industry and manufacturer's standard performance criteria as listed by the following certified test reports:
Chalking: ASTM D4214
Color Change and Conformity: ASTM D2244
Weatherometer: ASTM G152, ASTM G153 and ASTM D822
Humidity: ASTM D2247 and ASTM D714
Salt Spray: ASTM B117
Chemical Pollution: ASTM D1308
Gloss at 60: ASTM D523
Pencil Hardness: ASTM D3363
Reverse Impact: ASTM D2794
Flexibility: ASTM D522/D522M
Abrasion: ASTM D968
Flame Spread: ASTM E84
2.2 MISCELLANEOUS METAL FRAMING
2.2.1 General
Cold-formed metallic-coated steel sheet conforming to ASTM A653/A653M and specified in Division 05 Section 05 40 00 "Cold-Formed Metal Framing" unless otherwise indicated.
SECTION 07 42 63 Page 13
2.3 FASTENERS
2.3.1 General
Type, material, corrosion resistance, size and sufficient length to penetrate the supporting member a minimum of 1 inch with other properties required to fasten miscellaneous metal framing members to substrates in accordance with the wall panel manufacturer's and ASCE 7-16 requirements.
2.3.2 Screws
Screws to be corrosion resistant coated steel, aluminum and/or stainless steel being the type and size recommended by the manufacturer to meet the performance requirements.
2.3.3 Rivets
Rivets to be closed-end type, corrosion resistant coated steel, aluminum or stainless steel where watertight connections are required.
2.3.4 Attachment Clips
Fabricate clips from steel hot-dipped galvanized in accordance with ASTM A653/A653M , or Series 300 stainless steel. Size, shape, thickness and capacity as required meeting the insulation thickness and design load criteria specified.
2.4 ACCESSORIES
2.4.1 General
All accessories to be compatible with the metal wall panels. Sheet metal flashing, trim, metal closure strips, caps and similar metal accessories must not be less than the minimum thickness specified for the wall panels.
Exposed metal accessories/finishes to match the panels furnished, except as otherwise indicated. Molded foam rib, ridge and other closure strips to be non-absorbent closed-cell or solid-cell synthetic rubber or pre-molded neoprene to match configuration of the panels.
2.4.2 Rubber Closure Strips
Closed-cell, expanded cellular rubber conforming to ASTM D1056 and ASTM D1667; extruded or molded to the configuration of the specified wall panel and in lengths supplied by the wall panel manufacturer.
2.4.3 Metal Closure Strips
Factory fabricated steel closure strips to be the same thickness, color, finish and profile of the specified wall panel.
2.4.4 Joint Sealants
2.4.4.1 Sealants and Caulking
Sealants are to be an approved gun type for use in hand- or air-pressure caulking guns at temperatures above 40 degrees F (or frost-free application at temperatures above 10 degrees F ) with minimum solid content of 85 percent of the total volume. Sealant is to dry with a tough, durable surface skin which permits it to remain soft and pliable
SECTION 07 42 63 Page 14 underneath, providing a weather-tight joint. No migratory staining is permitted on painted or unpainted metal, stone, glass, vinyl, or wood.
Prime all joints to receive sealants with a compatible one-component or two-component primer as recommended by the wall panel manufacturer.
2.4.4.2 Shop-Applied
Sealant for shop-applied caulking must be an approved gun grade, non-sag one component polysulfide or silicone conforming to ASTM C920, Type II, and with a curing time to ensure the sealant's plasticity at the time of field erection.
2.4.4.3 Field-Applied
Sealant for field-applied caulking must be an approved gun grade, non-sag one component polysulfide or two-component polyurethane with an initial maximum Shore A durometer hardness of 25, and conforming to ASTM C920, Type II. Color to match panel colors.
2.4.4.4 Tape Sealant
Pressure sensitive, 100 percent solid with a release paper backing;
permanently elastic, non-sagging, non-toxic and non-staining as approved by the wall panel manufacturer.
2.5 SHEET METAL FLASHING AND TRIM
2.5.1 Fabrication
Shop fabricate sheet metal flashing and trim where practicable to comply with recommendations in SMACNA 1793 that apply to design, dimensions, metal, and other characteristics of item indicated. Obtain field measurements for accurate fit before shop fabrication.
Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and levels indicated, with exposed edges folded back to form hems.
2.6 REPAIR OF FINISH PROTECTION
Repair paint for color finish enameled wall panel must be compatible paint of the same formula and color as the specified finish furnished by the wall panel manufacturer.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal wall panel supports, and other conditions affecting performance of the Work.
B. Examine primary and secondary wall framing to verify that rafters, purlins, angles, channels, and other structural panel support members and anchorages have been installed within alignment tolerances required by metal wall panel manufacturer, UL, ASTM, ASCE 7-16 and as required for the geographical area where construction will take place.
SECTION 07 42 63 Page 15
C. Examine solid wall sheathing to verify that sheathing joints are supported by framing or blocking and that installation is within flatness tolerances required by metal wall panel manufacturer.
D. Examine roughing-in for components and systems penetrating metal wall panels to verify actual locations of penetrations relative to seam locations of metal wall panels before metal wall panel installation.
E. Submit to the Contracting Officer a written report, endorsed by Installer, listing conditions detrimental to performance of the Work.
F. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrates of substances harmful to insulation, including removing projections capable of interfering with insulation attachment.
B. Miscellaneous Framing: Install sub-purlins, girts, angles, furring, and other miscellaneous wall panel support members and anchorage according to metal wall panel manufacturer's written instructions.
3.3 WALL PANEL INSTALLATION
Provide metal wall panels of full length from sill to eave as indicated, unless otherwise indicated or restricted by shipping limitations. Anchor metal wall panels and other components of the Work securely in place, with provisions for thermal and structural movement in accordance with MBMA Metal Building Systems Manual.
a. Steel Wall Panels: Use stainless-steel fasteners for exterior surfaces and galvanized steel fasteners for interior surfaces.
b. Anchor Clips: Anchor metal wall panels and other components of the Work securely in place, using manufacturer's approved fasteners according to manufacturer's written instructions.
c. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating, by applying rubberized-asphalt underlayment to each contact surface, or by other permanent separation as recommended by metal wall panel manufacturer.
d. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of metal wall panel assemblies. Provide types of gaskets, fillers, and sealants indicated or, if not indicated, types recommended by metal wall panel manufacturer.
Erect wall panel system in accordance with the approved erection drawings, the printed instructions and safety precautions of the manufacturer.
Sheets are not to be subjected to overloading, abuse, or undue impact.
Bent, chipped, or defective sheets shall not be applied.
Sheets must be erected true and plumb and in exact alignment with the horizontal and vertical edges of the building, securely anchored, and with the indicated eave, and sill.
SECTION 07 42 63 Page 16
Work is to allow for thermal movement of the wall panel, movement of the building structure, and to provide permanent freedom from noise due to wind pressure.
Field cutting metal wall panels by torch is not permitted.
3.4 FASTENER INSTALLATION
Anchor metal wall panels and other components of the Work securely in place, using manufacturer's approved fasteners according to manufacturer's written instructions.
3.5 FLASHING, TRIM AND CLOSURE INSTALLATION
3.5.1 General Requirements
Comply with performance requirements, manufacturer's written installation instructions, and SMACNA 1793. Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant.
Sheet metalwork is to be accomplished to form weather-tight construction without waves, warps, buckles, fastening stresses or distortion, and allow for expansion and contraction. Cutting, fitting, drilling, and other operations in connection with sheet metal required to accommodate the work of other trades is to be performed by sheet metal mechanics.
3.5.2 Metal Flashing
Exposed metal flashing is to be installed at building corners, sills and eaves, junctions between metal siding and walling.
Exposed metal flashing is to be the same material, color, and finish as the specified metal wall panel.
Flashing is to be fastened at not more than 8 inches on center, except where flashing are held in place by the same screws that secure covering sheets.
Flashing is to be furnished in at least 8 foot lengths. Exposed flashing is to have 1 inch locked and blind-soldered end joints, and expansion joints at intervals of not more than 16 feet .
Exposed flashing and flashing subject to rain penetration to be bedded in the specified joint sealant.
Flashing which is in contact with dissimilar metals to be isolated by means of the specified asphalt mastic material to prevent electrolytic deterioration.
Drips to be formed to the profile indicated, with the edge folded back 1/2 inch to form a reinforced drip edge.
3.5.3 Closures
Install metal closure strips at open ends of corrugated or ribbed pattern walls, and at intersection of wall and wall unless open ends are concealed
SECTION 07 42 63 Page 17 with formed eave flashing; and in other required areas.
Install mastic closure strips at intersection of the wall with metal walling; top and bottom of metal siding; heads of wall openings; and in other required locations.
3.6 WORKMANSHIP
Make lines, arises, and angles sharp and true. Free exposed surfaces from visible wave, warp, buckle, and tool marks. Fold back exposed edges neatly to form a 1/2 inch hem on the concealed side. Make sheet metal exposed to the weather watertight with provisions for expansion and contraction.
Make surfaces to receive sheet metal plumb and true, clean, even, smooth, dry, and free of defects and projections which might affect the application. For installation of items not shown in detail or not covered by specifications conform to the applicable requirements of SMACNA 1793.
Provide sheet metal flashing in the angles formed where roof decks abut walls, curbs, ventilators, pipes, or other vertical surfaces and wherever indicated and necessary to make the work watertight.
3.7 ACCEPTANCE PROVISIONS
3.7.1 Erection Tolerances
Erect metal wall panels straight and true with plumb vertical lines correctly lapped and secured in accordance with the manufacturer's written instructions. Horizontal lines must not vary more than 1/8 inch in 40 feet .
3.7.2 Leakage Tests
Inspect and test finished application of metal wall panels when directed to do so by the Contracting Officer. Inspection and tests must be conducted without cost to the Government.
Inspection and testing is to be made promptly after erection to permit correction of defects and the removal and replacement of defective materials.
3.7.3 Repairs to Finish
Scratches, abrasions, and minor surface defects of finish may be repaired with the specified repair materials. Finished repaired surfaces must be uniform and free from variations of color and surface texture.
Repaired metal surfaces that are not acceptable to the project requirements are to be immediately removed and replaced with new material.
3.7.4 Paint-Finish Metal Siding
Paint-finish metal siding will be tested for color stability by the Contracting Officer during the manufacturer's specified guarantee period.
Panels that indicate color changes, fading, or surface degradation, determined by visual examination, must be removed and replaced with new panels at no expense to the Government.
SECTION 07 42 63 Page 18
New panels will be subject to the specified tests for an additional year from the date of their installation.
3.8 CLEAN-UP AND DISPOSAL
Clean all exposed sheet metal work at completion of installation. Remove metal shavings, filings, nails, bolts, and wires from work area. Remove grease and oil films, excess sealants, handling marks, contamination from steel wool, fittings and drilling debris and scrub the work clean.
Exposed metal surfaces to be free of dents, creases, waves, scratch marks, solder or weld marks, and damage to the finish coating.
Collect and place scrap/waste materials in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site; transport demolished materials from government property and legally dispose of them.
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SECTION 07 54 19
POLYVINYL-CHLORIDE ROOFING
08/23
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 SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE 7-22 (2022; Supp 1 2023; Supp 2 2023) Minimum Design Loads and Associated Criteria for Buildings and Other Structures
AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)
ASSP A10.24 (2022) Roofing - Safety Requirements for Low-Sloped Roofs
ASTM INTERNATIONAL (ASTM)
ASTM D4434/D4434M (2015) Standard Specification for Poly(Vinyl Chloride) Sheet Roofing
ASTM D6754/D6754M (2010) Standard Specification for Ketone Ethylene Ester Based Sheet Roofing
ASTM E108 (2020a) Standard Test Methods for Fire Tests of Roof Coverings
ASTM E1980 (2011; R 2019) Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces
COOL ROOF RATING COUNCIL (CRRC)
ANSI/CRRC S100 (2016) Standard Test Methods for Determining Radiative Properties of Materials
FM GLOBAL (FM)
FM 4470 (2022) Single-Ply, Polymer-Modified Bitumen Sheet, Built-up Roof (BUR), and Liquid Applied Roof Assemblies for Use in Class 1 and Noncombustible Roof Deck Construction
FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/
SECTION 07 54 19 Page 1
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 101 (2021; TIA 21-1) Life Safety Code
NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)
NRCA 3621 (2017) Quality Control and Quality-assurance Guidelines for the Application of Membrane Roof Systems
NRCA 3740 (2005) The NRCA Waterproofing Manual
SINGLE PLY ROOFING INDUSTRY (SPRI)
ANSI/SPRI/FM 4435/ES-1 (2017) Test Standard for Edge Systems Used with Low Slope Roofing Systems
UNDERWRITERS LABORATORIES (UL)
UL 790 (2022) UL Standard for Safety Test Methods for Fire Tests of Roof Coverings
1.2 SUMMARY
Adhered polyvinyl-chloride (PVC) roof membrane system applied over insulation recovery board substrate. Incorporate air barrier in the roof assembly as specified in Section 07 22 00 ROOF AND DECK INSULATION.
1.3 ASSEMBLY REQUIREMENTS
Provide roofing membrane sheet widths consistent with membrane attachment methods and wind uplift requirements, and as large as practical. In order to minimize joints and 3-way overlaps, prefabricated sheets are not accepted. Provide membrane which is free of defects and foreign material. Coordinate flashing work to permit continuous roof-surfacing operations. Install insulation and weatherproofed planned sections on the same day.
1.3.1 Fire Resistance
Complete roof system assembly:
a. Class A or B…
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