specifications_Part3 of 3.pdf

Item Code:

Item Description:

Project No. PQWY083008

Black Base

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

Floor Plan:

T8

Touchdown Table

Isometric:

TABLES

Project No. PQWY083008

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

T10

Outdoor Table

Project No. PQWY083008

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

Floor Plan:

T11

Conference Table

Project No. PQWY083008

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

Floor Plan:

T12

Conference Table

Project No. PQWY083008

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

Floor Plan:

T13

Instructor's Table

Project No. PQWY083008

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

Floor Plan:

T15

Meeting Table, Non-Powered

Controlled

Receptacle

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

Project No. PQWY083008

WORKSTATIONS

Floor Plan:

WS1

Panel Based Workstation

Controlled

Receptacle

WORKSTATIONS

WS2

Panel Based Workstation

Isometric:

Floor Plan:

Project No. PQWY083008

SOF 22 STS OPS FAC

Joint Base Lewis-McChord, Washington

FURNITURE, FIXTURES & EQUIPMENT (FF&E) FINISH BOARDS

FY20 SOF 22 STS Operations Facility, Joint Base Lewis-McChord

TEAM ROOM & CONFERENCE ROOM FINISHES

TABLE TOP VENEER

TABLE CLAD BASE VENEER

AMERICAN CHERRY

TABLE BASE

METAL PLATFORM

METALLIC SILVER

TEAM ROOM CHAIR MESH BACK

3D KNIT/JUNGLE

TEAM ROOM CHAIR SEAT FABRIC

MOMENTUM TEXTILES

WHIM/SEED

TEAM ROOM CHAIR FRAME

BLACK

TABLE TOP LAMINATE

BRAZILWOOD

TEAM ROOM & CONFERENCE ROOM FINISHES

CONFERENCE ROOM CHAIR

MESH BACK

3D KNIT/SAILOR

CONFERENCE ROOM CHAIR

FABRIC SEAT

DESIGNTEX JAUNT/BALTIC

CONFERENCE ROOM

CHAIR FRAME

BLACK

CONFERENCE SIDE CHAIR

PLASTIC BACK

JAZZ

CONFERENCE SIDE CHAIR FABRIC

DESIGNTEX

JAUNT/BALTIC

CONFERENCE SIDE

CHAIR FRAME

SILVER

PRIVATE OFFICE FINISHES - COMMANDER, SUPERINTENDENT

WOOD FREESTANDING DESK AND

GUEST CHAIR WOOD FRAME

HONEY

GUEST CHAIR SEAT FABRIC

POLLACK

BEACHCOMBER/DRIFTWOOD

COMMAND SUITE ERGONOMIC TASK CHAIR

MESH BACK

3D KNIT/JUNGLE

COMMAND SUITE ERGONOMIC

TASK CHAIR SEAT VINYL

BRISA/SAGE

COMMAND SUITE ERGONOMIC

TASK CHAIR FRAME

BLACK

OPEN OFFICE & PRIVATE OFFICE FINISHES

WORK STATION PANEL FABRIC

FLIP: TEXHEX / PETOSKEY

LAMINATE WORK SURFACE

CLEAR CHERRY

METAL FINISH

FOG

TASK CHAIR MESH

3D KNIT/JUNGLE

TASK CHAIR FABRIC

MOMENTUM TEXTILES

WHIM / SEED

MAINTENANCE TRAINING ROOM AND BREAK ROOM FINISHES

BREAK ROOM

TABLE TOP LAMINATE

WILSONART

CANYON ZEPHYR

TABLE BASE &

BREAK ROOM CHAIR FRAME

METALLIC SILVER

BREAK ROOM CHAIR PLASTIC

SEAT & BACK

JAZZ

TRAINING ROOM TASK CHAIR MESH

3D KNIT/JUNGLE

TRAINING ROOM TASK CHAIR FABRIC

MOMENTUM TEXTILES

WHIM / SEED

TRAINING ROOM TASK

CHAIR FRAME

BLACK

TRAINING TABLE

TOP LAMINATE

NIGHT VISION GOGGLES ROOM FINISHES

ACCESSORIES

MARKERBOARD GLASS

MATTE BLACK

STORAGE CABINETS, WORKBENCH

FRAME, TOP, AND ACCESSORIES

SIMULATOR ROOM FINISHES

DESK AND TABLE

LAMINATE WORK SURFACE

CLEAR CHERRY

DESK AND TABLE

METAL TRIM & FINISH

BLACK, TEXTURED

SIMULATOR ERGONOMIC TASK CHAIR

FABRIC SEAT AND BACK

SCORE/COAL

SIMULATOR ERGONOMIC TASK CHAIR

FRAME PLASTIC

WORKBENCH, ACCESSORIES, & STORAGE FINISHES

WORKBENCH FRAME

BLUE

MODULAR CABINET TOP

BUTCHER BLOCK

WORKBENCH TOP

STAINLESS STEEL

ACCESSORIES

MARKERBOARD GLASS

WHITE

STORAGE CABINETS &

SHELVING

BLACK

MOTHERS ROOM RECLINING CHAIR VINYL

DESIGNTEX

VINE/MEDITERRANEAN

W D H

Personal Waste Receptacle A1 1 ea Personal Recycle Receptacle A2 1 ea Wall Mounted Clock A3 1 ea Glassboard Markerboard A4 1 ea Glassboard Markerboard A5 1 ea Glassboard Markerboard A6 1 ea Rollout Waste Receptacle A7 1 ea Break Room Recycling Receptacle A8 1 ea Clothing Hook A9 1 ea Full Length Mirror A10 1 ea Glassboard Markerboards A11 1 ea Phone Drop Box A12 1 ea Ergonomic Task Chair C1 1 ea Armless Task Chair C2 1 ea Break Room Chair C3 1 ea Guest Chair C4 1 ea Reclining Chair C5 1 ea Conference Room Chair C6 1 ea Command Suite Ergonomic Task Chair C7 1 ea Exam Room Stool C8 1 ea Counter Height Task Stool C9 1 ea Outdoor Chair C10 1 ea Exam Room Table C11 1 ea Conference Side Chair C12 1 ea Adjustable Stool C13 1 ea Simulator Task Chair C14 1 ea Freestanding Desk, L-Shape D1 1 ea Freestanding Desk, L-Shape D2 1 ea Freestanding Desk D3 1 ea Freestanding Desk, U-Shape D4 1 ea Freestanding Desk, L-Shape D5 1 ea Freestanding Desk, L-Shape D6 1 ea Freestanding Desk, No Overheads D7 1 ea Freestanding Desk, L-Shape D8 1 ea Refrigerator E1 1 ea Countertop Microwave E2 1 ea Coffee Brewer E3 1 ea Icemaker E4 1 ea Washer E5 1 ea Dryer E6 1 ea

SOF 22 STS OPS FAC - Joint Base Lewis McChord

Evaluated Items

Total Cost

Dimensions Unit Cost

Additional Information

Product Line QuotedQty Model

QuotedFurnishing Item VendorQuotedDescriptionItem Desc Unit

Attachment 12 51 00.00 23-A

SOF 22 STS OPS FAC - Joint Base Lewis McChord

Total Cost

Dimensions Unit Cost

Additional Information

Product Line QuotedQty Model

QuotedFurnishing Item VendorQuotedDescriptionItem Desc Unit

Under Counter Refrigerator E7 1 ea Projection Screen Motorized E8 1 ea Lateral File Cabinet F1 1 ea Lateral File Cabinet F2 1 ea Personal Storage Tower S1 1 ea Storage Cabinet S2 1 ea Modular Drawer Cabinet S3 1 ea Bulk Storage Rack S4 1 ea Storage Cabinet S5 1 ea Hazardous Storage Cabinet S6 1 ea Bin Storage S7 1 ea Mobile High Density Storage S8 1 ea Mobile High Density Storage S9 1 ea Mobile High Density Storage S10 1 ea AV Credenza S11 1 ea Storage Cage S12 1 ea Storage Cage S13 1 ea Storage Cage S14 1 ea Storage Cage S15 1 ea Bulk Storage Rack S16 1 ea Modular Drawer Cabinet S17 1 ea Modular Drawer Cabinet S18 1 ea Storage Cabinet Nuts & Bolts S19 1 ea Podium S20 1 ea Mobile High Density Storage S21 1 ea Fabric Roll Rack S22 1 ea Hazardous Storage Cabinet S23 1 ea Bookcase S24 1 ea Modular Drawer Cabinet S25 1 ea Safe S26 1 ea Modular Drawer Cabinet S27 1 ea Team Room Table T1 1 ea Team Room Table T2 1 ea Touchdown Table T3 1 ea Break Room Table T4 1 ea Training Table T5 1 ea Training Table T6 1 ea Cutting Table with Drawer Storage Below T7 1 ea Touchdown Table T8 1 ea Oxygen Bottle Maintenance Table T9 1 ea Outdoor Table T10 1 ea Conference Table T11 1 ea

SOF 22 STS OPS FAC - Joint Base Lewis McChord

Total Cost

Dimensions Unit Cost

Additional Information

Product Line QuotedQty Model

QuotedFurnishing Item VendorQuotedDescriptionItem Desc Unit

Conference Table T12 1 ea Instructor's Table T13 1 ea NOT USED T14 1 ea Meeting Table, Non-powered T15 1 ea Layout Table with Open Storage Below T16 1 ea Workbench WB1 1 ea Workbench WB2 1 ea Workbench WB3 1 ea Workbench WB4 1 ea Workbench WB5 1 ea Workbench WB6 1 ea Panel Based Workstation WS1 1 ea Panel Based Workstation WS2 1 ea

Installation of Furniture.

Move of Existing FF&E

Evaluated Items - Installation and Storage & Shipping:

$0.00GRAND TOTAL:

TEAM ROOM & CONFERENCE ROOM FINISHES

TABLE TOP VENEER

TABLE CLAD BASE VENEER

AMERICAN CHERRY

TABLE BASE

METAL PLATFORM

METALLIC SILVER

TEAM ROOM CHAIR MESH BACK

3D KNIT/JUNGLE

TEAM ROOM CHAIR SEAT FABRIC

MOMENTUM TEXTILES

WHIM/SEED

TEAM ROOM CHAIR FRAME

BLACK

TABLE TOP LAMINATE

TEAM ROOM & CONFERENCE ROOM FINISHES

CONFERENCE ROOM CHAIR

MESH BACK

3D KNIT/SAILOR

CONFERENCE ROOM CHAIR

FABRIC SEAT

DESIGNTEX JAUNT/BALTIC

CONFERENCE ROOM

CHAIR FRAME

BLACK

CONFERENCE SIDE CHAIR

PLASTIC BACK

JAZZ

CONFERENCE SIDE CHAIR FABRIC

DESIGNTEX

JAUNT/BALTIC

CONFERENCE SIDE

CHAIR FRAME

SILVER

PRIVATE OFFICE FINISHES - COMMANDER, SUPERINTENDENT

WOOD FREESTANDING DESK AND

GUEST CHAIR WOOD FRAME

HONEY

GUEST CHAIR SEAT FABRIC

POLLACK

BEACHCOMBER/DRIFTWOOD

COMMAND SUITE ERGONOMIC TASK CHAIR

MESH BACK

3D KNIT/JUNGLE

COMMAND SUITE ERGONOMIC

TASK CHAIR SEAT VINYL

BRISA/SAGE

COMMAND SUITE ERGONOMIC

OPEN OFFICE & PRIVATE OFFICE FINISHES

WORK STATION PANEL FABRIC

FLIP: TEXHEX / PETOSKEY

LAMINATE WORK SURFACE

CLEAR CHERRY

METAL FINISH

FOG

TASK CHAIR MESH

3D KNIT/JUNGLE

TASK CHAIR FABRIC

MOMENTUM TEXTILES

WHIM / SEED

MAINTENANCE TRAINING ROOM AND BREAK ROOM FINISHES

BREAK ROOM

TABLE TOP LAMINATE

WILSONART

CANYON ZEPHYR

TABLE BASE &

BREAK ROOM CHAIR FRAME

METALLIC SILVER

BREAK ROOM CHAIR PLASTIC

SEAT & BACK

JAZZ

TRAINING ROOM TASK CHAIR MESH

3D KNIT/JUNGLE

TRAINING ROOM TASK CHAIR FABRIC

MOMENTUM TEXTILES

WHIM / SEED

TRAINING ROOM TASK

CHAIR FRAME

BLACK

TRAINING TABLE

TOP LAMINATE

NIGHT VISION GOGGLES ROOM FINISHES

ACCESSORIES

MARKERBOARD GLASS

MATTE BLACK

STORAGE CABINETS, WORKBENCH

FRAME, TOP, AND ACCESSORIES

SIMULATOR ROOM FINISHES

DESK AND TABLE

LAMINATE WORK SURFACE

CLEAR CHERRY

DESK AND TABLE

METAL TRIM & FINISH

BLACK, TEXTURED

SIMULATOR ERGONOMIC TASK CHAIR

FABRIC SEAT AND BACK

SCORE/COAL

SIMULATOR ERGONOMIC TASK CHAIR

FRAME PLASTIC

WORKBENCH, ACCESSORIES, & STORAGE FINISHES

WORKBENCH FRAME

BLUE

MODULAR CABINET TOP

BUTCHER BLOCK

WORKBENCH TOP

STAINLESS STEEL

ACCESSORIES

MARKERBOARD GLASS

WHITE

STORAGE CABINETS &

SHELVING

BLACK

MOTHERS ROOM RECLINING CHAIR VINYL

DESIGNTEX

VINE/MEDITERRANEAN

This page is blank for duplex printing.

JBLM 22nd STS Ops Facility 19004 Joint Base Lewis-McChord, WA W912DW20R0001

SECTION TABLE OF CONTENTS

DIVISION 12 - FURNISHINGS

SECTION 12 93 00

SITE FURNISHINGS

08/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Fabrication Drawings

1.3.2 Installation Drawings

1.3.3 Assembly Instruction Drawings

1.3.4 Primer Certificate

1.3.5 Powder Coatings Certificate

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

2.2 MATERIALS

2.2.1 Metals

2.2.2 Structural Tubing

2.2.3 Steel Pipe and Fittings

2.2.4 Aluminum Products

2.2.5 Anchors and Hardware

2.2.5.1 Threaded Inserts and Expansion Anchors

2.2.5.2 Lag Screws and Bolts

2.2.5.3 Toggle Bolts

2.2.5.4 Bolts, Nuts, Studs and Rivets

2.2.5.5 Power Driven Fasteners

2.2.5.6 Screws

2.2.5.7 Washers

2.2.6 Ounce Metals

2.2.7 Concrete

2.2.8 Plastics

2.3 PRETREATMENT, PRIMING, AND PAINTING

2.3.1 Nonferrous Metal Surfaces

2.3.2 Aluminum Surfaces

2.4 COATINGS AND FINISHES

2.4.1 Galvanizing

2.4.2 Polyester Powder

2.4.3 Polyvinyl-Chloride (PVC)

2.4.4 Finish

2.4.4.1 Paint

2.4.4.2 Color

2.5 SITE STANDARDS

2.6 BENCHES, CHAIRS, AND LITTER RECEPTACLES

2.6.1 Accessories

2.6.2 Benches and Chairs

2.6.3 Litter Receptacle

SECTION 12 93 00 Page 1

2.6.4 Fasteners

2.7 BICYCLE RACKS

2.7.1 Metal Pipe Bicycle Racks

2.7.2 Covered Bicycle Rack

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Assembly and Erection of Components

3.1.2 Anchorage, Fastenings, and Connections

3.2 WELDING

3.3 TESTING

3.4 FINISHES

3.4.1 Field Finishes

3.4.2 Repair of Zinc-Coated Surfaces

3.5 RESTORATION AND CLEAN UP

3.5.1 Clean Up

3.5.2 Protection

3.5.3 Disposal of Materials

3.6 RE-INSTALLATION

-- End of Section Table of Contents --

SECTION 12 93 00 Page 2

SECTION 12 93 00

SITE FURNISHINGS

08/17

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 INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2016) Code of Standard Practice for Steel Buildings and Bridges

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.3 (2013) Operations - Safety Requirements for Powder Actuated Fastening Systems

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2015) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.21.1 (2009; R 2016) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASME B18.6.2 (1998; R 2010) Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch Series

ASME B18.6.3 (2013; R 2017) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc

SECTION 12 93 00 Page 3

Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A47/A47M (1999; R 2018; E 2018) Standard Specification for Ferritic Malleable Iron Castings

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM B62 (2017) Standard Specification for Composition Bronze or Ounce Metal Castings

ASTM C150/C150M (2018) Standard Specification for Portland Cement

ASTM C94/C94M (2018) Standard Specification for Ready-Mixed Concrete

ASTM D1187/D1187M (1997; E 2011; R 2011) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

ASTM D2990 (2017) Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics

ASTM D3451 (2006; R 2017) Standard Guide for Testing Coating Powders and Powder Coatings

ASTM E488/E488M (2015) Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements

SECTION 12 93 00 Page 4

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 25 (1997; E 2004) Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel, Type I and Type II

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

CID A-A-1925 (Rev A; Notice 3) Shield Expansion (Nail Anchors)

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Recycled Content for Steel Components; S

Recycled Content for Aluminum Components; S

Recycled Content for HDPE Components; S

SD-03 Product Data

Benches, Chairs, and Litter Receptacles; G

Covered Bicycle Rack; G

SD-04 Samples

Finish; G

SD-11 Closeout Submittals

Recycled Content for Steel Components; S

Recycled Content for Aluminum Components; S

Recycled Content for HDPE Components; S

1.3 QUALITY ASSURANCE

Qualify welders in accordance with AWS D1.1/D1.1M using procedures, materials, and equipment of the type required for the work.

1.3.1 Fabrication Drawings

Submit Fabrication Drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303 .

1.3.2 Installation Drawings

Submit templates, Erection and Installation Drawings indicating thickness, type, grade, class of metal, and dimensions. Show construction details, reinforcement, anchorage, and installation.

SECTION 12 93 00 Page 5

1.3.3 Assembly Instruction Drawings

Submit Assembly Instruction Drawings showing layout(s), connections, bolting and anchoring details in accordance with manufacturer's standards. Submit drawings showing scaled details of proposed Site furnishings, elevations for each type of Site furnishing; dimensions, details, and methods of mounting or anchoring; shape and thickness of materials; and details of construction.

1.3.4 Primer Certificate

Submit a certificate from the manufacturer stating that the primer conforms to requirements of SSPC Paint 25 .

1.3.5 Powder Coatings Certificate

Submit a certificate from the manufacturer stating that the powder coat conforms to ASTM D3451.

1.4 DELIVERY, STORAGE, AND HANDLING

Ship items knocked-down (KD) ready for Site assembly. Packaged components must be complete including all accessories and hardware. Materials must be delivered, handled, and stored in accordance with the manufacturer's recommendations. Site furnishings must be inspected upon arrival at the Job Site for conformity to Specifications and quality in accordance with Paragraph MATERIALS. Protect from corrosion, staining, and other types of damage. Store items in designated area free from contact with soil and weather. Remove and replace damaged items with new items.

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

This project requires LEED v4 certification. Comply with building product disclosure/optimization and low-emitting criteria per Section 01 33 29 SUSTAINABILITY REPORTING. Products and materials in this section may contribute to cumulative project requirements.

2.2 MATERIALS

Provide materials which are the standard products of a manufacturer regularly engaged in the manufacture of such products. The materials provided shall be of a type with proven satisfactory usage for at least 2 years.

2.2.1 Metals

Metallic materials and products must conform to Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS. Furnish metal components with factory drilled holes and free of excess weld and spatter. Metal components with holes that will not be filled by hardware or hidden by other components will be rejected. Structural steel products must conform to ASTM A36/A36M, ASTM A500/A500M , and ASTM A501/A501M . Provide Steel Components with a minimum of 70 percent recycled content. Provide data identifying percentage of recycled content for steel components.

SECTION 12 93 00 Page 6

2.2.2 Structural Tubing

ASTM A500/A500M .

2.2.3 Steel Pipe and Fittings

Steel pipe must conform to ASTM A53/A53M, Type E or S, Grade B; standard malleable iron fittings must conform to ASTM A47/A47M.

2.2.4 Aluminum Products

Provide Aluminum Components with a minimum of 50 percent total recycled content. Provide data identifying percentage of recycled content for aluminum components.

2.2.5 Anchors and Hardware

Provide anchors, where necessary, for fastening site furnishings securely in place and in accordance with approved manufacturer's instructions.

Anchoring devices that may be used, when no anchors are otherwise specified or indicated, include anchor bolts, slotted inserts, expansion shields for concrete; toggle bolts and through bolts for masonry; machine carriage bolts for steel; and lag bolts and screws for wood. Anchor bolts must conform to ASTM A307. Hardware must be zinc-chromate plated in accordance with ASTM A153/A153M and compatible with the material to which applied. All exposed hardware must match in color and finish. Mounting hardware must be concealed, recessed, and plugged.

2.2.5.1 Threaded Inserts and Expansion Anchors

Provide inserts recessed not less than 2.5 inches into concrete or masonry. Pullout 198 pounds in concrete with f'c of 3,000 psi, as tested in accordance with ASTM E488/E488M . Expansion shields must conform to CID A-A-1925 , Group II, Type 4, Class 1. Provide embedment required by manufacturer.

2.2.5.2 Lag Screws and Bolts

ASME B18.2.1 , type and grade best suited for the purpose.

2.2.5.3 Toggle Bolts

ASME B18.2.1 .

2.2.5.4 Bolts, Nuts, Studs and Rivets

ASME B18.2.2 or ASTM A307.

2.2.5.5 Power Driven Fasteners

Follow safety provisions of ASSE/SAFE A10.3 .

2.2.5.6 Screws

ASME B18.2.1 , ASME B18.6.2 , and ASME B18.6.3 .

2.2.5.7 Washers

Provide plain washers to conform to ASME B18.21.1 . Provide beveled

SECTION 12 93 00 Page 7 washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth. Provide lock washers to conform to

ASME B18.21.1 .

2.2.6 Ounce Metals

Bronze, copper, and other ounce metals must conform to ASTM B62.

2.2.7 Concrete

Ready-mixed concrete must conform to ASTM C94/C94M, using 3/4 inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Portland cement must conform to ASTM C150/C150M. Cast-in-place concrete materials and products must conform to Section 03 30 00.00 10

CAST-IN-PLACE CONCRETE.

2.2.8 Plastics

Provide High Density Polyethylene (HDPE) Components with a minimum of 90 percent total recycled content. Provide data identifying percentage of recycled content for HDPE components. Recycled materials must be constructed or manufactured with a maximum 1/4 inch deflection or creep in any member in conformance with ASTM D2990. Provide panels and components molded of ultraviolet (UV) and color stabilized polyethylene, with minimum 1/4 inch wall thickness; exposed edges must be smoothed, rounded, and free of burrs and points; and the material must be resistant to fading, cracking, fogging, and shattering. The material must be non-toxic and have no discernible contaminates such as paper, foil, or wood. The material must contain no more than 3 percent air voids and be resistant to deformation from solar radiation heat gain. Recycled materials to include plastic lumber will not be used as structural components of site furnishings. Submit a report of site furnishing parts consisting of recycled materials. Product specification data, providing test information for deflection and creep in accordance with ASTM D2990 for Site furnishings which use plastic lumber as a component, must be submitted. Provide data for comparison of deflection and creep measurements to other comparable materials.

2.3 PRETREATMENT, PRIMING, AND PAINTING

Apply pretreatment, primer, and paint in accordance with manufacturer's printed instructions.

2.3.1 Nonferrous Metal Surfaces

Protect by plating, anodic, or organic coatings.

2.3.2 Aluminum Surfaces

Before finishes are applied, remove roll marks, scratches, rolled-in scratches, kinks, stains, pits, orange peel, die marks, structural streaks, and other defects which will affect uniform appearance of finished surfaces.

2.4 COATINGS AND FINISHES

2.4.1 Galvanizing

Hot-dip galvanize items specified to be zinc-coated, after fabrication

SECTION 12 93 00 Page 8 where practicable. Galvanizing must conform to ASTM A123/A123M , ASTM A153/A153M , or ASTM A653/A653M , as applicable. Tailings and sharp protrusions formed as a result of the hot-dip process must be removed and exposed edges burnished. Galvanize anchor bolts, grating fasteners, washers and parts or devices necessary for proper installation, unless otherwise indicated.

2.4.2 Polyester Powder

Powder-coated surfaces must receive electrostatic zinc coating prior to painting. Powder coating must be electrostatically applied and oven cured. Polyester powder coating must be resistant to ultraviolet (UV) light.

2.4.3 Polyvinyl-Chloride (PVC)

PVC coating must be primed with a clear acrylic thermosetting solution.

The primed parts must be preheated prior to dipping. The liquid polyvinyl chloride must be ultraviolet (UV) stabilized and mold-resistant. The coated parts must be cured. The coating must be a minimum 2/25 inches thick plus or minus 0.020 inches and must have an 85 durometer hardness with a slip-resistant finish.

2.4.4 Finish

Finish must be as specified by the manufacturer or as indicated. Exposed surfaces and edges must be rounded, polished, or sanded. Finish must be non-toxic, non-glare, and resistant to corrosion. Exposed surfaces must be smooth and splinter-free exposed surfaces. Submit two sets of color data for each furnishing displaying manufacturer's color selections and finishes, and identifying those colors and finishes proposed for use.

2.4.4.1 Paint

Paint must be factory applied with a minimum of 2 coats. Paint must be weather-resistant and resistant to cracking, peeling and fading.

2.4.4.2 Color

Color of site furnishing components must be in accordance with Section

09 06 00 SCHEDULES FOR FINISHES.

2.5 SITE STANDARDS

Site furnishings must be furnished with the dimensions and requirements indicated.

2.6 BENCHES, CHAIRS, AND LITTER RECEPTACLES

Furnish benches and chairs with no sharp edges or protruding hardware.

a. Height: The height above finished grade or specified surface must be between 18 - 20 inches and level.

b. Seat: The seat surface must be pitched or slotted to shed water; the seat depth must be between 12 - 18 inches and pitched down at the back at a 0 - 5 degree angle. Seat must have a minimum width of 24 inches per person, and must overhang the support base by a minimum of 4 inches for heel space and to facilitate rising from a seating position.

SECTION 12 93 00 Page 9

c. Back Rest: When back rests are required, the height must be between 15 - 18 inches from the top of the seat and the connection must be at a 90 - 110 degree angle to the seat.

d. Arm Rest: When arm rests are required, a minimum of 6 inches height from the seat and a minimum arm rest width of 1-1/2 inches must be provided.

e. Weight Limit: Seats must support a minimum 300 pounds for each person they are designed to accommodate.

2.6.1 Accessories

Provide manufacturer's standard materials and accessories as required for assembly of units and as indicated on the Assembly Drawings. Provide unexposed aluminum, stainless steel or steel plates, angles and supports as required for complete assembly. Separate dissimilar materials to prevent electrolytic action.

2.6.2 Benches and Chairs

a. Bench - SF1:

1. Description: Horizontal strap, backed.

2. Dimensions: 72 inch length, see detail for other dimensions.

3. Color: Black.

4. Quantity: Per plans.

b. Bench - SF2:

1. Description: Powder coated steel strap bench with back.

2. Dimensions: 24 inch length, see detail for other dimensions.

3. Color: Black.

4. Quantity: Per plans.

2.6.3 Litter Receptacle

a. Litter Receptacle - LR1:

1. Description: Side opening, vertical strap panels, backed.

2. Color: Black.

3. Quantity: Per plans.

2.6.4 Fasteners

Provide concealed fasteners except where specifically approved; types as required for specific usage.

SECTION 12 93 00 Page 10

2.7 BICYCLE RACKS

Provide covered bicycle rack with capacity for 18 bicycles.

Install bicycle racks in accordance with manufacturer's standards and to meet design conditions indicated. Locate as shown on the drawings.

Provide powder coat finish in color as selected from manufacturer's standards. Racks must incorporate elements that will allow for the locking of the frame and at least one wheel of a bike with any kind of lock, especially high security "u-locks." The spacing between racks must be a minimum of 24 inches.

Racks must be designed in such a way that they will guide the wheel, not bind it. "Wheel benders" (racks with vertical slats) or any other similar designs are not acceptable. Racks must have at least two points of contact to support a bike leaning against it, and not include any moving or stationary parts with the potential for scraping the paint on a bike when parked.

2.7.1 Metal Pipe Bicycle Racks

Provide products and documentation meeting the requirements at Section 01 33 29 SUSTAINABILITY REPORTING Paragraph "Recycled Content". See https://sftool.gov/greenprocurement/green-products/12/park-recreation/17/bike-racks/0 and https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for more information.

2.7.2 Covered Bicycle Rack

a. Description: 50mm diameter milled steel with epoxy coating toast rack style bicycle rack, connected at base with cover per detail.

b. Dimensions: 6 feet - 8 inches high by 20 feet wide by 6 feet deep.

c. Capacity: 18 Bicycles.

d. Color: Silver.

PART 3 EXECUTION

3.1 INSTALLATION

Verify that finished grades and other operations affecting mounting surfaces have been completed prior to the installation of Site furnishings. Site furnishings must be installed plumb and true, at locations indicated, in accordance with the approved manufacturer's instructions.

3.1.1 Assembly and Erection of Components

New parts must be acquired from the manufacturer; substitute parts will not be accepted unless approved by the manufacturer. When the inspection of parts has been completed, the Site furnishings must be assembled and anchored according to manufacturer's instructions or as indicated. When Site furnishings are assembled at the Site, assembly must not interfere with other operations or pedestrian and vehicular circulation.

SECTION 12 93 00 Page 11

3.1.2 Anchorage, Fastenings, and Connections

Furnish metal work, mounting bolts or hardware in ample time for securing into concrete or masonry as the work progresses. Provide anchorage where necessary for fastening furniture or furnishings securely in place.

Provide, for anchorage not otherwise specified or indicated, slotted inserts, expansion shields, and power-driven fasteners, when approved for concrete; toggle bolts and through bolts for masonry; machine and carriage bolts for steel; through bolts, lag bolts, and screws for wood. Do not use wood plugs in any material. Provide non-ferrous attachments for non-ferrous metal. Make exposed fastenings of compatible materials, generally matching in color and finish the fastenings to which they are applied. Conceal fastenings where practicable.

3.2 WELDING

Perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1/D1.1M . Use continuous welds on all exposed connections.

Grind visible welds smooth in the finished installation.

3.3 TESTING

Test each site furnishing to ascertain a secure and correct installation.

A correct installation must be according to the manufacturer's recommendations and by the following procedure: Measure the physical dimensions and clearance of each installed site furnishing for compliance with manufacturer's recommendations and as indicated. Site furnishings which do not comply must be reinstalled. Fasteners and anchors determined to be non-compliant must be replaced. Submit a written report describing the results of the testing and a report of post-installation test results.

3.4 FINISHES

3.4.1 Field Finishes

Where indicated, field finishes must be applied in accordance with Section 09 90 00 PAINTS AND COATINGS. Where dissimilar metals are in contact, protect surfaces with a coat conforming to SSPC Paint 25 to prevent galvanic or corrosive action. Where aluminum is in contact with concrete, mortar, masonry, wood, or absorptive materials subject to wetting, protect with ASTM D1187/D1187M , asphalt-base emulsion.

3.4.2 Repair of Zinc-Coated Surfaces

Repair damaged surfaces with galvanizing repair method and paint conforming to ASTM A780/A780M or by the application of stick or thick paste material specifically designed for repair of galvanizing, as approved by the Contracting Officer. Clean areas to be repaired and remove the slag from the welds. Heat surfaces to which stick or paste material is applied, with a torch to a temperature sufficient to melt the metallics in stick or paste; spread the molten material uniformly over surfaces to be coated and wipe the excess material off.

3.5 RESTORATION AND CLEAN UP

When the installation has been completed, clean up and protect the Site.

Existing areas that have been damaged from the installation operation must be restored to original condition at Contractor's expense.

SECTION 12 93 00 Page 12

3.5.1 Clean Up

The Site must be cleaned of all materials associated with the installation. Site furnishing surfaces must be cleaned of dirt, stains, filings, and other blemishes occurring from shipment and installation.

Cleaning methods and agents must be according to manufacturer's instructions or as indicated.

3.5.2 Protection

The area must be protected as required or directed by providing barricades and signage. Signage must be in accordance with Section 10 14 00.10

EXTERIOR SIGNAGE.

3.5.3 Disposal of Materials

Excess and waste material must be removed and disposed off Government property.

3.6 RE-INSTALLATION

Where re-installation is required, the following must be accomplished:

a. Re-install the product as specified. Material acquisition of replacement parts is the responsibility of the Contractor. Provide replacement materials that are new and supplied by the original manufacturer to match.

b. Damage caused by the failed installation must be repaired.

-- End of Section --

SECTION 12 93 00 Page 13

This page is blank for duplex printing.

SECTION TABLE OF CONTENTS

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 13 34 19

METAL BUILDING SYSTEMS

11/11

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL REQUIREMENTS

1.2.1 Structural Performance

1.2.1.1 Engineering

1.2.1.2 Design Loads

1.2.1.3 Live Loads

1.2.1.4 Roof Snow Loads

1.2.1.5 Wind Loads

1.2.1.6 Collateral Loads

1.2.1.7 Auxiliary Loads

1.2.1.8 Load Combinations

1.2.1.9 Deflection Limits

1.2.2 Seismic Performance

1.2.3 Thermal Movements

1.2.4 Water Penetration for Metal Roof Panels

1.2.5 Wind-Uplift Resistance

1.2.6 Erection Plan

1.3 DEFINITIONS

1.4 SYSTEM DESCRIPTION

1.4.1 Primary Frame Type

1.4.2 Fixed End-Wall Framing

1.4.3 Secondary Frame Type

1.4.4 Eave Height

1.4.5 Bay Spacing

1.4.6 Roof Slope

1.4.7 Roof System

1.5 SUBMITTALS

1.6 QUALITY ASSURANCE

1.6.1 Pre-Erection Conference

1.6.1.1 Pre-Roofing Installation Conference

1.6.2 Manufacturer's Technical Representative

1.6.3 Manufacturer's Qualifications

1.6.4 Qualifications of Erection Contractor

1.6.5 Single Source

1.6.6 Welding

1.6.7 Structural Steel

1.6.8 Cold-Formed Steel

1.6.9 Fabrication

1.6.10 Finishes

1.7 SHIPPING, HANDLING AND STORAGE

1.7.1 Delivery

1.8 PROJECT CONDITIONS

1.8.1 Weather Limitations

1.8.2 Field Measurements

SECTION 13 34 19 Page 1

1.8.2.1 Established Dimensions for Foundations

1.8.2.2 Established Dimensions for Metal Panels

1.8.2.3 Verification Record

1.9 COORDINATION

1.10 WARRANTY

1.10.1 Building System Warranty

1.10.2 Roof System Weather-Tightness Warranty

1.10.3 Roof Panel Finish Warranty

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

2.1.1 Recycled Content

2.2 STRUCTURAL FRAMING MATERIALS

2.2.1 W-Shapes

2.2.2 Channel, Angles, M-Shapes and S-Shapes

2.2.3 Plate and Bar

2.2.4 Steel Pipe

2.2.5 Cold-Formed and Hot Formed Hollow Structural Sections

2.2.6 Structural-Steel Sheet

2.2.7 Metallic-Coated Steel Sheet

2.2.8 Metallic-Coated Steel Sheet Pre-painted with Coil Stock Coating

2.2.9 Joist Girders

2.2.10 Steel Joists

2.2.11 High-Strength Bolts, Nuts, and Washers

2.2.12 Non-High-Strength Bolts, Nuts, and Washers

2.2.13 Anchor Rods

2.2.14 Threaded Rods

2.2.15 Primer and Finish Paint

2.3 FABRICATION

2.3.1 General

2.4 STRUCTURAL FRAMING

2.4.1 General

2.4.2 Primary Framing

2.4.3 Secondary Framing

2.4.4 Bracing

2.5 PANEL MATERIALS

2.5.1 Steel Sheet

2.5.2 Finish

2.5.3 Repair Of Finish Protection

2.6 MISCELLANEOUS METAL FRAMING

2.6.1 General

2.6.2 Fasteners for Miscellaneous Metal Framing

2.7 FASTENERS

2.7.1 General

2.7.2 Exposed Fasteners

2.7.3 Screws

2.7.4 Rivets

2.7.5 Attachment Clips

2.8 ACCESSORIES

2.8.1 General

2.8.2 Roof and Wall Accessories and Specialties

2.8.3 Insulation

2.8.3.1 Ceiling Liner

2.8.4 Rubber Closure Strips

2.8.5 Metal Closure Strips

2.8.6 Joint Sealants

2.8.6.1 Sealants

2.8.6.2 Shop-Applied

SECTION 13 34 19 Page 2

2.8.6.3 Field-Applied

2.8.6.4 Tape Sealant

2.9 SHEET METAL FLASHING AND TRIM

2.9.1 Fabrication

2.10 FINISHES

2.10.1 General

2.10.2 Appearance of Finished Work

PART 3 EXECUTION

3.1 EXAMINATION

3.2 PREPARATION

3.3 ERECTION OF STRUCTURAL FRAMING

3.4 ROOF PANEL INSTALLATION

3.5 METAL PANEL FASTENER INSTALLATION

3.6 FLASHING, TRIM AND CLOSURE INSTALLATION

3.7 ACCESSORY INSTALLATION

3.7.1 General

3.7.2 Dissimilar Metals

3.7.3 Gutters and Downspouts

3.7.4 Roof and Wall Accessories and Specialties

3.8 CLEAN-UP AND PROTECTION

3.8.1 Structural Framing

3.8.2 Metal Panels

3.8.3 Touch-Up Painting

3.9 WASTE MANAGEMENT

3.10 SPECIAL INSPECTION AND TESTING FOR SEISMIC-RESISTING SYSTEMS

3.11 WARRANTY

3.11.1 MANUFACTURER'S WARRANTY

3.11.2 CONTRACTOR'S WARRANTY for INSTALLATION

3.11.3 CONTRACTOR'S FIVE (5) YEAR NO PENAL SUM WARRANTY

-- End of Section Table of Contents --

SECTION 13 34 19 Page 3

SECTION 13 34 19

METAL BUILDING SYSTEMS

11/11

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 INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2004) Standard Definitions for Use in the Design of Steel Structures

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2016) 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 A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, SECTION 13 34 19 Page 4

Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A193/A193M (2017) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A529/A529M (2014) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A563M (2007; R 2013) Standard Specification for Carbon and Alloy Steel Nuts (Metric)

ASTM A572/A572M (2018) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A606/A606M (2008) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance

SECTION 13 34 19 Page 5

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

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 (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A992/A992M (2011; R 2015) Standard Specification for Structural Steel Shapes

ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM B695 (2004; R 2016) Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D1056 (2014) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1308 (2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes

ASTM D1667 (2017) Standard Specification for Flexible Cellular Materials - Poly (Vinyl Chloride) Foam (Closed-Cell)

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity

SECTION 13 34 19 Page 6

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 D522/D522M (2014) 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) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings

ASTM D968 (2017) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

ASTM DEFONLINE (2008) ASTM Online Dictionary of Engineering Science and Technology

ASTM E1592 (2005; R 2012) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM E1646 (1995; R 2011) Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Air Pressure Difference

ASTM E84 (2019b) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM F1554 (2018) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ASTM F1852 (2014) Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM F436 (2011) Hardened Steel Washers

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

ASTM G152 (2013) Operating Open Flame Carbon Arc

SECTION 13 34 19 Page 7

Light Apparatus for Exposure of Nonmetallic Materials

ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM (2012) Metal Building Systems Manual

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA RoofMan (2017) The NRCA Roofing Manual

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 15 (1999; E 2004) Steel Joist Shop Primer

SSPC Painting Manual (2002) Good Painting Practice, Steel Structures Painting Manual, Volume 1

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 GENERAL REQUIREMENTS

1.2.1 Structural Performance

Provide metal building systems capable of withstanding the effects of gravity loads and the following loads and stresses within the limits and conditions indicated.

1.2.1.1 Engineering

Design metal building systems conforming to procedures described in

MBMA MBSM.

1.2.1.2 Design Loads

Conform to the requirements of MBMA MBSM, ASCE 7, the building code

SECTION 13 34 19 Page 8 applicable to the Project geographical location, and the Structural Drawings.

1.2.1.3 Live Loads

Include all vertical loads induced by the building occupancy indicated on the Drawings, as well as loads induced by maintenance workers, materials and equipment for roof live loads.

1.2.1.4 Roof Snow Loads

Include vertical loads induced by the ground snow load at the Project Site.

Allow for unbalanced and drift loads.

1.2.1.5 Wind Loads

Include horizontal and vertical loads induced by a basic wind speed indicated on the Structural Drawings. Calculate wind components and cladding in accordance with ASCE 7.

1.2.1.6 Collateral Loads

Include additional dead loads other than the weight of metal building system for permanent items such as sprinklers, mechanical systems, electrical systems, and ceilings.

1.2.1.7 Auxiliary Loads

Include dynamic live loads, such as those generated by cranes and materials-handling equipment indicated on detail drawings.

1.2.1.8 Load Combinations

Design metal building systems to withstand the most critical effects of load factors and load combinations as required by MBMA MBSM, ASCE 7, and the building code applicable to the Project location.

1.2.1.9 Deflection Limits

Engineer assemblies to withstand design loads with deflections no greater than the following:

a. Purlins and Rafters; vertical deflection of 1/180 of the span.

b. Metal Roof Panels; vertical deflection of 1/180 of the span.

Design secondary framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings. Provide metal panel assemblies capable of withstanding the effects of loads and stresses indicated, based on testing according to

ASTM E1592.

1.2.2 Seismic Performance

Design and engineer metal building system capable of withstanding the effects of earthquake motions determined according to ASCE 7, AISC 341 , and the applicable portions of the building code in the geographic area where the construction will take place.

SECTION 13 34 19 Page 9

1.2.3 Thermal Movements

Provide metal panel systems that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss as follows:

Temperature Change (Range); 120 F, ambient; 180 F, material surfaces.

1.2.4 Water Penetration for Metal Roof Panels

No water penetration when tested according to ASTM E1646 at test-pressure difference of 2.86 lbf/sq.ft.

1.2.5 Wind-Uplift Resistance

Provide metal roof panel assemblies that comply with ASCE 7 and the Structural Drawings.

1.2.6 Erection Plan

Provide plans and a written erection/lifting procedure with required plans clearly showing the intended sequence and method of erection in accordance with EM 385-1-1 "Safety - Safety and Health Requirements". Indicate required crane lifting requirements, temporary support structures, member size and locations of braced or guyed temporary supports, and locations of bracing or guys anchor points. Clearly define the required framing sequence and conditions necessary to ensure the structure is maintained in a properly braced and stable condition throughout the complete erection process.

Erection Drawings must be reviewed, stamped and sealed by a Registered Professional Engineer licensed in the State of Washington. Submit for record purposes.

1.3 DEFINITIONS

ASTM DEFONLINE applies to this definition paragraph.

a. Bay: Dimension between main frames measured normal to frame (at centerline of frame) for interior bays, and dimension from centerline of first interior main frame measured normal to end wall (outside face of end-wall girt) for end bays.

b. Building Length: Dimension of the building measured perpendicular to main framing from end wall to end wall (outside face of girt to outside face of girt).

c. Building Width: Dimension of the building measured parallel to main framing from sidewall to sidewall (outside face of girt to outside face of girt).

d. Clear Span: Distance between supports of beams, girders, or trusses (measured from lowest level of connecting area of a column and a rafter frame or knee).

SECTION 13 34 19 Page 10

e. Eave Height: Vertical dimension from finished floor to eave (the line along the sidewall formed by intersection of the planes of the roof and wall).

f. Clear Height under Structure: Vertical dimension from finished floor to lowest point of any part of primary or secondary structure, not including crane supports, located within clear span.

g. Terminology Standard: Refer to MBMA "Metal Building Systems Manual" for definitions of terms for metal building system construction not otherwise defined in this Section or in referenced standards.

1.4 SYSTEM DESCRIPTION

General: Provide a complete, integrated set of mutually dependent components and assemblies that form a metal building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure or infiltration of water into building interior. Include primary and secondary framing, metal roof panels, and accessories complying with requirements indicated.

Provide metal building system of size and with spacing, slopes, and spans indicated.

1.4.1 Primary Frame Type

a. Rigid Clear Span: Solid-member, structural-framing system without interior columns.

1.4.2 Fixed End-Wall Framing

Provide manufacturer's standard fixed end wall, consisting of primary frame, capable of supporting one-half of a bay design load, and end-wall columns.

1.4.3 Secondary Frame Type

Provide manufacturer's standard purlins and joists and exterior-framed (bypass) girts.

1.4.4 Eave Height

Eave height must be 20 feet.

1.4.5 Bay Spacing

Bay Spacing must be as indicated on Drawings.

1.4.6 Roof Slope

Roof slope must be as indicated on Drawings.

1.4.7 Roof System

Provide manufacturer's standard vertical-rib, standing-seam or trapezoidal-rib standing-seam metal roof panels.

SECTION 13 34 19 Page 11

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Qualifications; G

Metal Roof Panels (Recycled Content); S

Interior Sealants and Adhesives (VOC Content and Emissions); S

SD-02 Shop Drawings

Shop Drawings; G

Erection Plan; G

SD-03 Product Data

Manufacturer's Catalog Data; G

SD-04 Samples

Coil Stock, 12 inches long by the actual panel width; G

Roof Panels, 12 inches long by actual panel width; G

Fasteners; G

Metal Closure Strips 10 inches long of each type; G

Manufacturer's Color Charts and Chips, 4 by 4 inches; G

SD-05 Design Data

Manufacturer's Descriptive and Technical Literature; G

Manufacturer's Building Design Analysis; G

SD-06 Test Reports

Test Reports; G

C…