Attachment_1._SABER_Specifications_Part2.pdf

SECTION 05 50 00

METAL: MISCELLANEOUS AND FABRICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.1.1 The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. Unless otherwise noted, the latest published version and/or revision shall be used.

1.1.1.1 ALUMINUM ASSOCIATION (AA)

a. AA 46 Standards for Anodized Architectural Aluminum

b. AA DAF-45 Designation System for Aluminum Finishes

1.1.1.2 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS (AASHTO)

a. AASHTO M 180 Standard Specification for Corrugated Sheet Steel Beams for Highway Guardrail

1.1.1.3 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

a. AISC 303 Code of Standard Practice for Steel Buildings and Bridges

b. AISC 360 Specification for Structural Steel Buildings, with Commentary

1.1.1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

a. ASCE 7 Minimum Design Loads for Buildings and Other Structures

1.1.1.5 AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

a. ASSE A10.3 Operations -- Safety Requirements for Powder Actuated Fastening Systems

1.1.1.6 AMERICAN WELDING SOCIETY (AWS)

a. AWS D1.1 Structural Welding Code - Steel

1.1.1.7 ASME INTERNATIONAL (ASME)

a. ASME B18.2.2 Square and Hex Nuts (Inch Series)

b. ASME B18.21.1 Lock Washers (Inch Series)

c. ASME B18.22.1 Plain Washers

d. ASME B18.52.1 Square and Hex Bolts and Screws Inch Series

e. ASME B18.6.2 Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch Series

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Attachment 1 20 May 2014

f. ASME B18.6.3 Machine Screws and Machine Screw Nuts

1.1.1.8 ASTM INTERNATIONAL (ASTM)

a. ASTM A 1011 Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability

b. ASTM A 123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

c. ASTM A 153 Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

d. ASTM A 283 Standard Specification for Low and Intermediate Tensile

Strength Carbon Steel Plates

e. ASTM A 307 Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

f. ASTM A 36 Standard Specification for Carbon Structural Steel

g. ASTM A 467 Standard Specification for Machine Coil and Chain

h. ASTM A 463 Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process

i. ASTM A 475 Standard Specification for Zinc-Coated Steel Wire Strand

j. ASTM A 48 Standard Specification for Gray Iron Castings

k. ASTM A 500 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

l. ASTM A 53 Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

m. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

n. ASTM A 992 Standard Specification for Structural Steel Shapes

o. ASTM A 780 Standard Practice for Repair of Damaged and Uncoated Areas of

Hot-Dip Galvanized Coatings

p. ASTM A 786 Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates

q. ASTM A 924 Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

r. ASTM A 47 Standard Specification for Ferritic Malleable Iron Castings

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s. ASTM A 193 Standard Specification for Alloy-Steel and Stainless Steel

Bolting Materials for High Temperature Service

t. ASTM A 563 Standard Specification for Carbon and Alloy Steel Nuts

u. ASTM B 108 Standard Specification for Aluminum-Alloy Permanent Mold Castings

v. ASTM B 209 Standard Specification for Aluminum and Aluminum-Alloy

Sheet and Plate

w. ASTM B 221 Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

x. ASTM B 26 Standard Specification for Aluminum-Alloy Sand Castings

y. ASTM B 429 Standard Specification for Aluminum-Alloy Extruded Structural

Pipe and Tube

z. ASTM B 633 Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel

aa. ASTM D 1187 Standard Specification for Asphalt-Base Emulsions for Use as

Protective Coatings for Metal

bb. ASTM D 2047 Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine

cc. ASTM E 488 Standard Test Methods for Strength of Anchors in Concrete and

Masonry Elements

dd. ASTM E 814 Standard Test Method for Fire Tests of Through-Penetration Fire Stops

ee. ASTM F 1267 Standard Specification for Metal, Expanded, Steel

ff. ASTM F 1554 Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

1.1.1.9 MASTER PAINTERS INSTITUTE (MPI)

a. MPI 79 Alkyd Anti-Corrosive Metal Primer

1.1.1.10 NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS

(NAAMM)

a. NAAMM AMP 521 Metal Stairs Manual

b. NAAMM MBG 531 Metal Bar Grating Manual

c. NAAMM MBG 532 Heavy Duty Metal Bar Grating Manual

1.1.1.11 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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Attachment 1

a. NFPA 10 Standard for Portable Fire Extinguishers

b. NFPA 101 Life Safety Code

c. NFPA 211 Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-

Burning Appliances

1.1.1.12 THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

a. SSPC SP 3 Power Tool Cleaning

b. SSPC SP 6 Commercial Blast Cleaning

1.1.1.13 U.S. Department of Labor / OSHA

a. 29 CFR 1910.27 Fixed Ladders

1.2 SUBMITTALS

1.2.1.1 Government approval may be required on any of the following items. Items requiring submittals will be listed on the Submittal Register. Provide copies of all submittals per the requirements in Section 01 33 00, Submittal Procedures, or as listed on the Submittal Register.

a. SD-02 Shop Drawings

(1) Fabrication drawings of steel stairs and support shapes

(2) Fabrication drawings of structural steel door frames

(3) Access doors and panels, installation drawings

(4) Cover plates and frames, installation drawings

(5) Expansion joint covers, installation drawings

(6) Floor gratings and roof walkways, installation drawings

(7) Handrails, installation drawings

(8) Ladders, installation drawings

(9) Wheel guards, installation drawings

(10) Window and door guards, installation drawings

(11) Ship's ladder (with or without guards), installation drawings

(12) Embedded angles and plates, installation drawings

(13) Roof hatch

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

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(15) Submit templates, erection and installation drawings indicating thickness, type, grade, class of metal, and dimensions. Show construction details, reinforcement, anchorage, and installation with relation to the building construction.

b. SD-03 Product Data

(1) Access doors and panels

(2) Cover plates and frames

(3) Control-joint covers

(4) Expansion joint covers

(5) Floor gratings and roof walkways

(6) Handrails

(7) Ladders

(8) Steel stairs

(9) Steel Stairs, circular

(10) Structural steel door frames

(11) Wheel guards

(12) Window and door guards

(13) Ship's ladder (with or without guards)

(14) Roof hatch

c. SD-04 Samples

(1) Expansion joint covers

(2) Control-joint covers

(3) Samples shall be full size, taken from manufacturer's stock, and shall be complete as required for installation in the structure. Samples may be installed in the work, provided each sample is clearly identified and its location recorded.

d. SD-07 Certificates

(1) Welding Procedures

(2) Welding Qualifications

1.3 QUALIFICATION OF WELDERS

1.3.1.1 Qualify welders in accordance with AWS D1.1. Use procedures, materials, and equipment of

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Attachment 1 the type required for the work.

1.3.1.2 Section 05 05 23 WELDING, STRUCTURAL applies to stair and handrail work specified in this section.

1.4 DELIVERY, STORAGE, AND PROTECTION

1.4.1.1 Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Structural Carbon Steel

2.1.1.1 ASTM A 36.

2.1.2 Structural Tubing (Round, Square and Rectangular HSS Sections)

2.1.2.1 ASTM A 500, Grade B (Fy = 46 ksi).

2.1.3 Steel Pipe

2.1.3.1 ASTM A 53, Type E or S, Grade B (Fy=36 ksi).

2.1.4 Gratings

2.1.4.1 Gray cast iron ASTM A 48, Class 40.

2.1.4.2 Metal plank grating, non-slip requirement, aluminum ASTM B 209, 6061-T6; steel ASTM A

653, Z275 (G90).

2.1.4.3 Metal bar type grating NAAMM MBG 531 or NAAMM MBG 532 as required.

2.1.5 Floor Plates, Patterned

2.1.5.1 Floor plate ASTM A 786. Steel plate shall not be less than 14 gage.

2.1.6 Concrete Anchors

2.1.6.1 Anchor Rods: ASTM F 1554, Grade 36. Provide suitable nuts and washers as recommended in

ASTM F 1554. Where exposed, shall be of the same material, color, and finish as the metal to which applied.

2.1.6.2 Expansion Anchor: Torque-controlled, wedge type, complete with suitable nut and washer with zinc electroplated coating in accordance with ASTM B 633 with current ICC approval and published ICC evaluation report. Install per manufacturer’s instructions.

2.1.6.3 Adhesive Anchors: Anchor system shall consist of adhesive, threaded rod, nut and hardened washer. Install per manufacturer’s instructions.

a. Adhesive: The epoxy adhesive shall be an injectable two-part, moisture-insensitive epoxy

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Attachment 1 adhesive with ICC approval for use in normal-weight concrete.

b. Threaded Rod: ASTM A 193, Grade B7, zinc electroplated finish complying with ASTM B 633 SC 1. For installations in corrosive or damp conditions, provide galvanized finish in accordance with ASTM A 153, Class C or D.

c. Nut: ASTM A 563, Grade DH. Finish matching threaded rod.

d. Washer: ASME B18.22.1, Type A. Finish matching threaded rod.

2.1.7 Lag Screws and Bolts

2.1.7.1 ASME B18.52.1, type and grade best suited for the purpose.

2.1.8 Toggle Bolts

2.1.8.1 ASME B18.52.1.

2.1.9 Bolts, Nuts, Studs and Rivets

2.1.9.1 ASME B18.2.2 or ASTM A 307.

2.1.10 Powder Driven Fasteners

2.1.10.1 Follow safety provisions of ASSE A10.3.

2.1.11 Screws

2.1.11.1 ASME B18.52.1, ASME B18.6.2, and ASME B18.6.3.

2.1.12 Washers

2.1.12.1 Provide plain washers to conform to ASME B18.22.1. Provide beveled 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.

2.1.13 Aluminum Alloy Products

2.1.13.1 Conform to ASTM B 209 for sheet plate, ASTM B 221 for extrusions and ASTM B 26 or

ASTM B 108 for castings, as applicable. Provide aluminum extrusions at least 1/8 inch thick and aluminum plate or sheet at least 0.050 inch thick.

2.2 FABRICATION FINISHES

2.2.1 Galvanizing

2.2.1.1 Hot-dip galvanize items specified to be zinc-coated, after fabrication where practicable.

Galvanizing: ASTM A 123, ASTM A 153, ASTM A 653 or ASTM A 924, Z275 (G90), as applicable.

2.2.2 Galvanize

2.2.2.1 Anchor bolts, grating fasteners, washers, and parts or devices necessary for proper installation, unless indicated otherwise.

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2.2.3 Repair of Zinc-Coated Surfaces

2.2.3.1 Repair damaged surfaces with galvanizing repair method and paint conforming to ASTM A

780 or by application of stick or thick paste material specifically designed for repair of galvanizing, as approved by Contracting Officer. Clean areas to be repaired and remove slag from 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 molten material uniformly over surfaces to be coated and wipe off excess material.

2.2.4 Shop Cleaning and Painting

2.2.4.1 Surface Preparation

a. Blast clean surfaces in accordance with SSPC SP 6. Surfaces that will be exposed in spaces above ceiling or in attic spaces, crawl spaces, furred spaces, and chases may be cleaned in accordance with SSPC SP 3 in lieu of being blast cleaned. Wash cleaned surfaces which become contaminated with rust, dirt, oil, grease, or other contaminants with solvents until thoroughly clean. Steel to be embedded in concrete shall be free of dirt and grease. Do not paint or galvanize bearing surfaces, including contact surfaces within slip critical joints, but coat with rust preventative applied in the shop.

2.2.4.2 Pretreatment, Priming and Painting

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

2.2.5 Nonferrous Metal Surfaces

2.2.5.1 Protect by plating, anodic, or organic coatings.

2.2.6 Aluminum Surfaces

2.2.6.1 Surface Condition

a. 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.

2.2.6.2 Aluminum Finishes

a. Unexposed sheet, plate and extrusions may have mill finish as fabricated. Sandblast castings' finish, medium, AA DAF-45, or AA 46. Unless otherwise specified, all other aluminum items shall have clear anodized finish. The thickness of the coating shall be not less than that specified for protective and decorative type finishes for items used in interior locations or architectural Class I type finish for items used in exterior locations in AA DAF-45. Items to be anodized shall receive a polished satin finish.

2.3 ACCESS DOORS AND PANELS

2.3.1 Provide flush type access doors and panels unless otherwise indicated. Fabricate frames for access doors of steel not lighter than 14 gage with welded joints and anchorage for securing into construction. Provide access doors with a minimum of 14 by 20 inches and of not lighter than 14 gage steel, with stiffened edges and welded attachments. Provide access doors hinged to frame and with a flush-face, turn-screw-operated latch. Provide exposed metal surface with a baked

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Attachment 1 enamel finish.

2.4 CONTROL-JOINT COVERS

2.4.1 Provide control-joint covers to be located on wall surfaces of concrete, masonry and tile work.

Provide protective coating on the surface in contact with concrete, masonry or tile.

2.5 CORNER GUARDS AND SHIELDS

2.5.1 Jambs and sills of openings and edges of platforms shall be steel shapes and plates anchored in masonry or concrete with welded steel straps or end-weld stud anchors. Corner guards for use with glazed or ceramic tile finish on walls shall be formed of 0.0625 inch thick corrosion-resisting steel with polished or satin finish, shall extend 5 feet above the top of cove base or to the top of the wainscot, whichever is less, and shall be securely anchored to the supporting wall.

Corner guards on exterior shall be galvanized.

2.6 COVER PLATES AND FRAMES

2.6.1 Fabricate cover plates of 1/4 inch thick rolled steel weighing not more than 100 pounds per plate with a selected raised pattern nonslip top surface. Plate shall be galvanized. Reinforce to sustain a live load of 200 pounds per square foot. Frames shall be structural steel shapes and plates, securely fastened to the structure as indicated. Miter and weld all corners. Butt joint straight runs. Allow for expansion on straight runs over 15 feet. Provide holes for lifting tools.

Remove sharp edges and burrs from cover plates and exposed edges of frames. Weld all connections and grind top surface smooth. Weld bar stops every six inches. Provide 1/8 inch clearance at edges and between cover plates.

2.7 EXPANSION JOINT COVERS

2.7.1 Provide expansion joint covers constructed of extruded aluminum with anodized satin aluminum finish for walls and ceilings and with standard mill finish for floor covers and exterior covers.

Furnish plates, backup angles, expansion filler strip and anchors as indicated. Expansion joint system shall provide a fire rating to match adjacent construction rating.

2.8 EXTRUDED FLOOR MAT FRAMES

2.8.1 Provide recess frames for roll-up floor mats of extruded 6063-T5 aluminum, in sizes shown.

Miter corners to ensure accurate fitting. Determine depth of recess by the mat thickness. Anchor frames in concrete with anchor pins or bolts. Roll-up mats shall be of aluminum construction with abrasive surface. Roll-up mats shall be for use in recessed area. Construction details of recessed areas shall be shown on the drawings.

2.9 FLOOR GRATINGS AND ROOF WALKWAYS

2.9.1 Design steel or aluminum grating in accordance with NAAMM MBG 531or NAAMM MBG 532 for bar type grating or manufacturer's charts for plank grating. Galvanize steel floor gratings.

2.9.1.1 Design floor gratings to support a live load of 125 pounds per square foot for the spans indicated, with maximum deflection of 1/4 inch under a uniform load of 100 pounds per square foot. Where grating is subjected to vehicular traffic, design grating for anticipated vehicular loads.

2.9.1.2 Band edges of grating with bars of the same size as the bearing bars. Weld banding in accordance with the manufacturer's standard for trim. Design tops of bearing bars, cross or

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Attachment 1 intermediate bars to be in the same plane and match grating finish.

2.9.1.3 Attach gratings to structural members with welded-on anchors.

2.9.1.4 Rooftop walkway: Minimum 2 feet wide, 14 gage, ASTM A 653, Z275 (G-90), steel with slip resistant surface. Furnish all brackets, connectors and other accessories. Support at minimum 5 foot intervals on hard rubber pads in accordance with manufacturer’s instructions.

2.10 GAS-TIGHT MANHOLE COVER AND FRAME

2.10.1 Provide a heavy duty type made of ductile cast-iron with bolted lid, machined bearing surfaces and gasket grooves, continuous neoprene gasket, counter sunk bronze hex head cap screws, and concealed watertight pickholes. Provide frame with a 30 inch diameter clear opening. Maximum weight of frame and cover together to be 530 pounds.

2.11 GUARD POSTS (BOLLARDS/PIPE GUARDS)

2.11.1 Provide galvanized standard weight steel pipe as specified in ASTM A 53.

2.12 HANDRAILS

2.12.1 Design handrails and supporting posts to resist a concentrated load of 200 lbs in any direction at any point of the top of the rail or 50 lbs per foot applied horizontally to top of the rail, whichever is more severe. Provide the same size rail and post. Provide pipe collars of the same material and finish as the handrail and posts.

2.12.1.1 Steel Handrails, Including Carbon Steel Inserts

a. Provide steel handrails, including inserts in concrete, steel pipe conforming to ASTM A 53 or structural tubing conforming to ASTM A 500, Grade B. Provide steel railings of 1 1/2 inches nominal size unless noted otherwise. Exterior railings to be hot-dip galvanized. Interior railings to be shop painted.

(1) Fabrication: Joint posts, rail, and corners by one of the following methods:

a) Flush-type rail fittings of commercial standard, welded and ground smooth with railing splice locks secured with 3/8 inch hexagonal-recessed-head setscrews.

b) Mitered and welded joints made by fitting post to top rail and intermediate rail to post, mitering corners, groove welding joints, and grinding smooth. Butt railing splices and reinforce them by a tight fitting interior sleeve not less than 6 inches long.

c) Railings may be bent at corners in lieu of jointing, provided bends are made in suitable jigs and the pipe is not crushed.

d) Provide removable sections as indicated.

2.12.1.2 Aluminum Handrails

a. Consists of 1 1/2 inch nominal schedule 40 pipe ASTM B 429 unless noted otherwise. Railings shall be anodized aluminum clear color if not noted on drawings.

(1) Fabrication: Provide jointing by one of the following methods:

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a) Flush-type rail fittings, welded and ground smooth with splice locks secured with 3/8 inch recessed head set screws.

b) Mitered and welded joints made by fitting post to top rail, intermediate rail to post, and corners, shall be groove welded and ground smooth. Splices, where allowed by the Contracting Officer, shall be butted and reinforced by a tight fitting dowel or sleeve not less than 6 inches in length. Tack weld or epoxy cement dowel or sleeve to one side of the splice.

c) Assemble railings using slip-on aluminum-magnesium alloy fittings for joints. Fasten fittings to pipe or tube with 1/4 or 3/8 inch stainless steel recessed head setscrews.

Provide assembled railings with fittings only at vertical supports or at rail terminations attached to walls. Provide expansion joints at the midpoint of panels. Provide a setscrew in only one side of the slip-on sleeve. Provide alloy fittings to conform to

ASTM B 26.

d) Removable railing sections: Provide removable railing sections as indicated. Provide toe-boards and brackets where indicated, using flange castings as appropriate.

2.13 LADDERS

2.13.1 Fabricate vertical ladders conforming to Section 7 of 29 CFR 1910.27. Use 2 1/2 by 3/8 inch steel flats for stringers and 3/4 inch diameter steel rods for rungs. Rungs to be not less than 16 inches wide, spaced one foot apart, plug welded or shouldered and headed into stringers. Install ladders so that the distance from the rungs to the finished wall surface will not be less than 7 inches. Provide heavy clip angles riveted or bolted to the stringer and drilled for not less than two 1/2 inch diameter expansion bolts. Provide intermediate clip angles not over 48 inches on centers.

2.13.1.1 Ladder Cages

a. Conform to 29 CFR 1910.27. Fabricate 2 by 1/4 inch horizontal bands and 1 1/2 by 3/16 inch vertical bars. Provide attachments for fastening bands to the side rails of ladders or directly to the structure. Provide and fasten vertical bars on the inside of the horizontal bands. Extend cages not less than 27 inches or more than 28 inches from the centerline of the rungs, excluding the flare at the bottom of the cage, and not less than 27 inches in width. Clear the inside of the cage of projections.

2.13.2 Ship's Ladder

2.13.2.1 Fabricate stringers and framing of steel plate or shapes. Bolt, rivet or weld connections and anchor to supporting construction. Provide treads with non-slip surface as specified for safety treads. Provide anchor items of zinc-coated steel. Design assembly, including tread connections and methods of attachment, to support a live load of 300 pounds per tread. Provide railings as specified for metal handrails.

2.14 MISCELLANEOUS PLATES AND SHAPES

2.14.1 Provide for items that do not form a part of the structural steel framework, such as lintels, sill angles, support framing for ceiling-mounted toilet partitions, miscellaneous mountings and frames. Provide lintels fabricated from structural steel shapes over openings in masonry walls and partitions as required to support wall loads over openings. Construct to have at least 8 inches bearing on masonry at each end.

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2.14.1.1 Provide angles and plates, ASTM A 36, for embedment as indicated. Galvanize embedded items exposed to the elements according to ASTM A 123.

2.15 SAFETY CHAINS AND GUARDRAILS

2.15.1 Construct safety chains of galvanized steel, straight link type, 3/16 inch diameter, with at least twelve links per foot, and with snap hooks on each end. Safety chain shall be tested in accordance with ASTM A 467, Class CS. Provide snap hooks of boat type. Provide galvanized 3/8 inch bolt with 3/4 inch eye diameter for attachment of chain, anchored as indicated. Supply two chains, 4 inches longer than the anchorage spacing, for each guarded area. Provide bolts and nuts as indicated, and to conform to the requirements of ASTM A 307. Locate guard rails or safety chain where indicated. Mount the top chain 3 feet 6 inches above the floor and mount the lower chain 2 feet above the floor.

2.16 SAFETY NOSINGS FOR CONCRETE TREADS

2.16.1 Provide safety nosings of cast aluminum with plain abrasive-surfaces, or extruded aluminum with abrasive inserts. Nosing to be at least 4 inches wide and 1/4 inch thick and extending the full length of the tread for stairs and as indicated for platforms and landings. Provide safety nosings with anchors embedded a minimum of 3/4 inch in the concrete and with tops flush with the top of the traffic surface.

2.17 SAFETY TREADS

2.17.1 NAAMM MBG 531 aluminum or ASTM A 1011, steel pan for concrete tread.

2.18 SECURITY GRILLES

2.18.1 Fabricate of channel frames with not less than two masonry anchors at each jamb and 1/2 inch hardened steel bars spaced not over 4 inches both ways and welded to frame. Provide 18 by 16 mesh screen and two layers of 1/4 inch hardware cloth clamped to frame.

2.19 STEEL PLATE WAINSCOTS FOR CONCRETE OR MASONRY COLUMNS

2.19.1 Shop bend to radius for round columns and at right angles for square and rectangular columns with slight 1/4 inch radius on corners, with no horizontal joints and not more than 2 vertical joints single strapped and butt welded. Thickness shall be ¼”.

2.20 STEEL STAIRS

2.20.1 Provide steel stairs complete with stringers; steel-plate treads and risers, metal-pan concrete-filled treads, grating treads, nonskid metallic treads, or precast concrete treads as indicated on drawings;

landings; columns; handrails; and necessary bolts and other fastenings. Exterior steel stairs and accessories to be hot-dip galvanized. Interior stairs and accessories to be shop painted.

2.21 STRUCTURAL STEEL DOOR FRAMES

2.21.1 Provide frames as indicated. If not otherwise shown, construct frames of structural shapes, or shape and plate composite, to form a full depth channel shape with at least 1 1/2 inch outstanding legs. For single swing doors, provide continuous 5/8 by 1 1/2 inch bar stock stops at head and jambs. For freight elevator hoistway entrance, include a non-skid metal sill.

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2.21.2 Where track, guides, hoods, hangers, operators, and other such accessories are required, provide support as needed.

2.21.3 Provide jamb anchors near top, bottom, and at not more than 24 inch intervals. Provide the bottom of each jamb member with a clip angle welded in place with two 1/2 inch diameter floor bolts for adjustment.

2.21.4 Provide spreaders between bottoms of floor jamb members. When floor construction permits, they may be left in place, concealed in the floor.

2.22 WHEEL GUARDS

2.22.1 Provide wheel guards of hollow, heavy-duty type cast iron conforming to ASTM A 48, with shaped, rounded top, at least 18 inches high, and designed to provide a minimum of 6 inches of protection.

2.23 WINDOW AND DOOR GUARDS, DIAMOND-MESH TYPE

2.23.1 Provide diamond-mesh window and door guards constructed of woven steel wire or expanded metal framed with hot-rolled or cold-formed structural steel shapes. Provide woven wire panels of 10 gage, 1 1/2 inch mesh secured through weaving bar to one by 1/2 by 1/8 inch thick channel frame. Miter and weld corners of frames. Provide expanded metal panels conforming to ASTM F 1267. Mount window and door guards on exterior of window frame with not less than two tamperproof hinged butts mounted on one by 1/2 by 1/8 inch jamb channel attached as indicated to 2 by 1/4 inch plate anchored to wood jamb with 1/4 inch lag bolts; to masonry jamb with toggle bolts, or to concrete jambs and solid masonry jambs with expansion shields and bolts.

Provide one additional butt for each 3 foot internal length of guard over 5 feet. Provide one tamperproof hasp and padlock, with access from the interior, for each butt used and installed on the jamb opposite to that hinged. Provide galvanized guards and accessories.

2.24 WINDOW AND DOOR GUARDS, WOVEN WIRE – If called out on drawings.

2.24.1 Provide woven wire window and door guards of size necessary to completely fill opening.

Construct guards with 3/8 inch round rod frame and 1 1/2 inch diamond-mesh of No. 10 U.S.

Gage (0.135 diameter) wire; all material zinc-coated. Provide at least three hinge side clips on one side and two lock ring hasps on opposite side.

2.25 CHIMNEYS, VENTS, AND SMOKESTACKS

2.25.1 Chimneys and vents shall be designed and constructed in accordance with NFPA 211. Chimney connectors shall be formed of not lighter than 20 gauge galvanized steel. Stacks shall be designed and constructed to withstand a wind velocity of current local code in accordance with ASCE 7 and local code. Unlined stacks shall be constructed of black-steel plates not less than 3/16 inch thick conforming to ASTM A 36. Seams and joints shall be welded, except that an angle flange shall be provided for connection to the boiler, other equipment, and stack support.

2.26 CLEANOUT DOORS

2.26.1 Cleanout doors shall be galvanized, shall be provided with frames, and unless otherwise indicated, shall be sized to match flues. The frames shall have a continuous flange and anchors for securing into masonry. The doors shall be smokeproof, hinged, and shall have fastening devices to hold the door closed.

2.27 DOWNSPOUT BOOTS

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Attachment 1

2.27.1 Downspout boots shall be cast iron with receiving bells sized to fit downspouts.

2.28 FOUNDATION VENTS

2.28.1 Foundation vents shall be the same size as the masonry units or sized as indicated, and shall be of extruded aluminum with integral water stop and sliding interior closer or damper operable from the outside. Insect screen shall be provided at the back of the vent. Louvered opening shall have top and bottom drip lips, and the net ventilating area with closer or damper open shall be at least 35 percent of the gross wall opening. The frames shall have a structural strength adequate to permit use in masonry walls without a lintel.

2.29 GUY CABLES

2.29.1 Guy cables shall be prestretched, galvanized wire rope of the sizes indicated. Wire rope shall conform to ASTM A 475, high strength grade with Class A coating. Guys shall have a factory attached clevis top-end fitting; guys shall have a factory attached open-bridge strand socket bottom-end fitting; guys shall be complete with oval eye, threaded anchor rods. Fittings and accessories shall be hot-dip galvanized.

2.30 WINDOW SUB-SILL

2.30.1 Window sub-sill shall be of extruded aluminum alloy of size and design indicated. Not less than two anchors per window section shall be provided for securing into mortar joints of masonry sill course. Sills for banks of windows shall have standard mill finish with a protective coating, prior to shipment, of two coats of a clear, colorless, methacrylate lacquer applied to all surfaces of the sills.

2.31 WINDOW WELLS

2.31.1 Window wells shall be not lighter than 16 gauge corrugated sheet steel, hot-dip galvanized after fabrication. Top edge of walls shall have a 3/4 inch bead or rolled top. Window wells shall be semicircular or semielliptical in form and shall overlap the window by at least 3 inches on each side. Removable cover, hot-dip galvanized after fabrication, consisting of steel bar grate with bars spaced at not more than 2 inch centers and welded to 1 by 1/4 inch frame shall be designed to fit into and rest on top edge of window well.

2.32 FIRE EXTINGUISHER CABINETS

2.32.1 Cabinets to be located in fire-rated walls shall be fire-rated type, fabricated in accordance with

ASTM E 814, and shall be listed by an approved testing agency for 1- and 2-hour combustible and non-combustible wall systems. The testing agency's seal shall be affixed to each fire-rated cabinet. Cabinets shall be of the recessed type suitable for 10 pound minimum extinguishers.

Box and trim shall be of heavy gage rolled steel. Door shall be a rigid frame with full length piano type hinge and double strength (DSA) glass panel. Door and panel shall be prime-coated inside and out. Final color to match adjacent surface unless noted otherwise.

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

3.1.1 Install items at locations indicated, according to manufacturer's instructions. The Contractor shall verify all measurements and shall take all field measurements necessary before fabrication.

Exposed fastenings shall be compatible materials, shall generally match in color and finish, and

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Attachment 1 shall harmonize with the material to which fastenings are applied. Materials and parts necessary to complete each item, even though such work is not definitely shown or specified, shall be included. Poor matching of holes for fasteners shall be cause for rejection. Fastenings shall be concealed where practicable. Thickness of metal and details of assembly and supports shall provide strength and stiffness. Joints exposed to the weather shall be formed to exclude water.

Items listed below require additional procedures.

3.2 WORKMANSHIP

3.2.1 Miscellaneous metalwork shall be well formed to shape and size, with sharp lines and angles and true curves. Drilling and punching shall produce clean true lines and surfaces. Welding shall be continuous along the entire area of contact except where tack welding is permitted. Exposed connections of work in place shall not be tack welded. Exposed welds shall be ground smooth.

Exposed surfaces of work in place shall have a smooth finish, and unless otherwise approved, exposed riveting shall be flush. Where tight fits are required, joints shall be milled. Corner joints shall be coped or mitered, well formed, and in true alignment. Work shall be accurately set to established lines and elevations and securely fastened in place. Installation shall be in accordance with manufacturer's installation instructions and approved drawings, cuts, and details.

3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS

3.3.1 Provide anchorage where necessary for fastening miscellaneous metal items securely in place.

Include for anchorage not otherwise specified or indicated slotted inserts, expansion shields, and powder-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, to which fastenings are applied. Conceal fastenings where practicable.

3.4 BUILT-IN WORK

3.4.1 Form for anchorage metal work built-in with concrete or masonry, or provide with suitable anchoring devices as indicated or as required. Furnish metal work in ample time for securing in place as the work progresses.

3.5 WELDING

3.5.1 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.

3.6 FINISHES

3.6.1 Dissimilar Materials

3.6.1.1 Where dissimilar metals are in contact, protect surfaces with a coat conforming to MPI 79 to prevent galvanic or corrosive action. Where aluminum is in contact with concrete, plaster, mortar, masonry, wood, or absorptive materials subject to wetting, protect with ASTM D 1187, asphalt-base emulsion.

3.6.2 Field Preparation

3.6.2.1 Remove rust preventive coating just prior to field erection, using a remover approved by the rust preventive manufacturer. Surfaces, when assembled, shall be free of rust, grease, dirt and

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FA2517-13-R-5000

Attachment 1 other foreign matter.

3.6.3 Environmental Conditions

3.6.3.1 Do not clean or paint surface when damp or exposed to foggy or rainy weather, when metallic surface temperature is less than 5 degrees F above the dew point of the surrounding air, or when surface temperature is below 45 degrees F or over 95 degrees F, unless approved by the Contracting Officer.

3.7 ACCESS PANELS

3.7.1 Install a removable access panel not less than 12 by 12 inches directly below each valve, flow indicator, damper, or air splitter that is located above the ceiling, other than an acoustical ceiling, and that would otherwise not be accessible.

3.8 CONTROL-JOINT COVERS

3.8.1 Provide covers over control-joints and fasten on one side only with fasteners spaced to give positive contact with wall surfaces on both sides of joint throughout the entire length of cover.

3.9 COVER PLATES AND FRAMES

3.9.1 Install the tops of cover plates and frames flush with floor.

3.10 HANDRAILS

3.10.1 Toeboards and brackets shall be installed where indicated. Splices, where required, shall be made at expansion joints. Removable sections shall be installed as indicated.

3.10.2 Steel Handrail

3.10.2.1 Install in pipe sleeves embedded in concrete and filled with non-shrink grout or quick setting anchoring cement with anchorage covered with standard pipe collar pinned to post, by means of pipe sleeves secured to wood with screws or to masonry with expansion shields and bolts or toggle bolts or by means of base plates bolted to stringers or structural steel frame work.

Secure rail ends by steel pipe flanges that are anchored by expansion shields and bolts or are through-bolted to a back plate or are anchored by 1/4 inch lag bolts to studs or solid backing.

3.10.3 Aluminum Handrail

3.10.3.1 Affix to base structure by flanges anchored to concrete or other existing masonry by expansion shields, by base plates or flanges bolted to stringers or structural steel framework, by flanges through-bolted to a backing plate on other side of a wall, or by flanges lag bolted to studs or other structural timbers. Provide Series 300 stainless steel bolts to anchor aluminum alloy flanges, of a size appropriate to the standard product of the manufacturer. Where aluminum or alloy fittings or extrusions are to be in contact with dissimilar metals or concrete, give the contact surface a heavy coating of bituminous paint.

3.11 LADDERS

3.11.1 Secure to the adjacent construction with the clip angles attached to each stringer. Secure to masonry or concrete with not less than one 1/2 inch diameter expansion bolt at each clip angle.

Install intermediate clip angles not over 48 inches on center. Install brackets as required for securing of ladders welded or bolted to structural steel or built into the masonry or concrete. In

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FA2517-13-R-5000

Attachment 1 no case shall ends of ladders rest upon finished roof or floor.

3.12 STEEL STAIRS

3.12.1 Provide anchor bolts, grating fasteners, washers, and all parts or devices necessary for proper installation. Provide lock washers under nuts.

3.13 WHEEL GUARDS

3.13.1 Anchor guards to concrete or masonry in accordance with manufacturer's instructions. Fill hollow cores solid with concrete with minimum compressive strength of 2500 psi.

3.14 ROOF HATCH (SCUTTLES)

3.14.1 Shall be of zinc-coated steel sheets not less than 14 gage, with 3 inch beaded flange, welded and ground at corner. Provide a minimum clear opening of 30 by 36 inches. Construction and accessories shall be as follows:

a. Insulate cover and curb with one inch thick rigid fiberboard insulation covered and protected by zinc-coated steel liner not less than 26 gage. Curb shall be 12 inches high, formed with 3 inch mounting flange with holes provided for securing to the roof deck. Equip the curb with an integral metal cap flashing of the same gage and metal as the curb, full welded and ground at corners for weather tightness.

b. Provide hatch completely assembled with pintle hinges, compression spring operators enclosed in telescopic tubes, positive snap latch with turn handles on inside and outside, and neoprene draft seal. Provide fasteners for padlocking on the inside. Equip the cover with an automatic hold-open arm complete with grip handle to permit one-hand release. Cover action shall be smooth through its entire range with an operating pressure of approximately 30 pounds.

3.15 INSTALLATION OF CHIMNEYS, VENTS, AND SMOKESTACKS

3.15.1 Chimneys and vents shall be installed in accordance with NFPA 211. A cleanout opening with a tight-fitting, hinged, cast-iron door and frame shall be provided at the base of each smokestack.

A top band shall be provided on stacks for attachment of painter's rigging. Roof housing, rain cap, downdraft diverter, fire damper, and other accessories required for a complete installation shall be provided. Sections of prefabricated lined stacks shall be joined with acid-resisting high-temperature cement and steel draw bands. Means to prevent accumulation of water in the smokestack shall be provided.

3.16 DOOR GUARD FRAME

3.16.1 Door guard frame shall be mounted over the glazed opening using 1/4 inch lag bolts on the interior of wood doors or tamperproof through bolts on the interior of metal doors.

3.17 INSTALLATION OF GUARD POSTS (BOLLARDS/PIPE GUARDS)

3.17.1 Pipe guards shall be set vertically in concrete piers. Piers shall be constructed of, and the hollow cores of the pipe filled with, concrete having a compressive strength of 3000 psi.

3.18 INSTALLATION OF DOWNSPOUT BOOTS

3.18.1 Downspouts shall be secured to building through integral lips with appropriate fasteners.

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Attachment 1

3.19 RECESSED FLOOR FRAMES & MATS

3.19.1 Contractor shall verify field measurements prior to releasing materials for fabrication by the manufacturer. A mat frame shall be used to ensure recess accuracy in size, shape and depth.

Drain pit shall be formed by blocking out concrete when frames are installed. Pit shall be dampproofed after concrete has set. Frames shall be assembled onsite and installed so that upper edge will be level with finished floor surface. A cement base shall be screeded inside the mat recess frame area using the edge provided by the frame as a guide. The frame shall be anchored into the cement with anchor pins a minimum of 24 inches on centers.

3.20 MOUNTING OF SAFETY CHAINS

3.20.1 Safety chains shall be mounted 3 feet 6 inches and 2 feet above the floor.

3.21 INSTALLATION OF SAFETY NOSINGS

3.21.1 Nosing shall be completely embedded in concrete before the initial set of the concrete occurs and shall finish flush with the top of the concrete surface.

3.22 STRUCTURAL STEEL DOOR FRAMES

3.22.1 Door frames shall be secured to the floor slab by means of angle clips and expansion bolts.

Continuous door stops shall be welded to the frame or tap screwed with countersunk screws at no more than 18 inch centers, assuring in either case full contact with the frame. Any necessary reinforcements shall be made and the frames shall be drilled and tapped as required for hardware.

3.23 INSTALLATION OF WHEEL GUARDS

3.23.1 Wheel guards shall be filled with concrete and anchored to the floor or the building according to the manufacturer's recommendations.

3.24 BAR-GRILLE WINDOW GUARDS

3.24.1 Bar-grille window guards shall be securely anchored to masonry with 1/2 inch diameter prison-type screws or bolts and expansion shields, or other type of fastenings if the ends of such fastenings are welded to the adjoining metal grilles or otherwise made tamperproof in a satisfactory manner. Spanner-head screws or bolts are not considered prison-type fasteners.

3.25 DIAMOND MESH WINDOW AND DOOR GUARDS

3.25.1 Diamond mesh window guards shall be mounted on exterior of window frame with not less than two tamperproof hinged butts mounted on 1 by 12 by 1/8 inch jamb channel attached as indicated to 2 by 1/4 inch plate anchored to wood jamb with 1/4 inch lag bolt, to masonry jamb with toggle bolts, or to concrete jambs and solid masonry jambs with expansion shields and bolts. One additional butt shall be provided for each 3 foot internal length of guard over 5 feet. Hasp and padlock shall be installed on the jamb opposite to that hinged.

3.26 INSTALLATION OF WINDOW WELLS

3.26.1 Window wells shall be placed as shown with the walls securely anchored to foundation surface.

The area within the well shall be excavated to the bottom of the well and covered with a 4 inch thick layer of coarse gravel or crushed rock.

3.27 INSTALLATION OF FIRE EXTINGUISHER CABINETS

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Attachment 1

3.27.1 Metal fire extinguisher cabinets shall be furnished and installed in accordance with NFPA 10, or as shown on the drawings or specified.

END OF SECTION 05 50 00

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Attachment 1

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL

1.1 REFERENCES

1.1.1 The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. Unless otherwise noted, the latest published version and/or revision shall be used.

1.1.1.1 AMERICAN FOREST & PAPER ASSOCIATION (AF&PA)

a. AF&PA T10 Wood Frame Construction Manual for One- and Two-Family Dwellings

b. AF&PA T101 National Design Specification (NDS) for Wood Construction

1.1.1.2 AMERICAN HARDBOARD ASSOCIATION (AHA)

a. ANSI A135.4 Basic Hardboard Standard

1.1.1.3 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)

a. AITC 111 Recommended Practice for Protection of Structural Glued Laminated Timber During Transit, Storage and Erection

b. AITC A190.1 Structural Glued Laminated Timber

c. AITC OT-01 Timber Construction Manual

1.1.1.4 AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

a. ALSC PS 20 American Softwood Lumber Standard

1.1.1.5 AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

a. AWPA C1 All Timber Products - Preservative Treatment by Pressure Processes

b. AWPA C2 Lumber, Timber, Bridge Ties and Mine Ties - Preservative

Treatment by Pressure Processes

c. AWPA C20 Structural Lumber Fire-Retardant Treatment by Pressure Processes

d. AWPA C27 Plywood - Fire-Retardant Treatment by Pressure Processes

e. AWPA C28 Standard for Preservative Treatment of Structural Glued

Laminated Members and Lamination Before Gluing of Southern Pine, Coastal Douglas Fir, Hem-fir and Western Hemlock by Pressure Processes

f. AWPA C9 Plywood - Preservative Treatment by Pressure Processes

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FA2517-13-R-5000

Attachment 1

g. AWPA M2 Standard for Inspection of Treated Wood Products

h. AWPA M6 Brands Used on Forest Products

i. AWPA P17 Fire Retardant Formulations

j. AWPA P18 Nonpressure Preservatives

k. AWPA P5 Standard for Waterborne Preservatives

l. AWPA T1 Use Category System: Processing and Treatment Standard

m. AWPA U1 Use Category System: User Specification for Treated Wood

1.1.1.6 APA - THE ENGINEERED WOOD ASSOCIATION (APA)

a. APA E30 Engineered Wood Construction Guide

b. APA E445S Performance Standards and Qualification Policy for Structural- Use Panels (APA PRP-108)

c. APA EWS R540C Builder Tips Proper Storage and Handling of Glulam Beams

d. APA EWS T300E Technical Note: Glulam Connection Details

e. APA F405L Performance Rated Panels

f. APA PS 1 Voluntary Product Standard for Structural Plywood

g. APA PS 2 Voluntary Product Standard for Wood-Based Structural-Use

Panels

1.1.1.7 ASME INTERNATIONAL (ASME)

a. ASME B18.2.2 Square and Hex Nuts (Inch Series)

b. ASME B18.52.1 Square and Hex Bolts and Screws Inch Series

c. ASME B18.6.1 Wood Screws (Inch Series)

1.1.1.8 ASTM INTERNATIONAL (ASTM)

a. ASTM A 307 Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

b. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

c. ASTM A 687 Standard Specification for High-Strength Nonheaded Steel Bolts and Studs

06 10 00 - 2

Attachment 1

d. ASTM C 1136 Standard Specification for Flexible, Low Permeance Vapor Retarders for Thermal Insulation

e. ASTM C 208 Cellulosic Fiber Insulating Board

f. ASTM C 79 Treated Core and Nontreated Core Gypsum Sheathing Board

g. ASTM D 1435 Standard Practice for Outdoor Weathering of Plastics

h. ASTM D 1972 Standard Practice for Generic Marking of Plastic Products

i. ASTM D 198 Standard Test Methods of Static Tests of Lumber in Structural

Sizes

j. ASTM D 2898 Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing

k. ASTM D 3498 Adhesives for Field-Gluing Plywood to Lumber Framing for

Floor Systems

l. ASTM D 6007 Standard Test Method for Determining Formaldehyde Concentration in Air from Wood Products Using a Small Scale Chamber

m. ASTM D 6108 Standard Test Method for Compressive Properties of Plastic

Lumber and Shapes

n. ASTM D 6109 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastic Lumber and Related Products

o. ASTM D 6111 Standard Test Method for Bulk Density and Specific Gravity of

Plastic Lumber and Shapes by Displacement

p. ASTM D 6112 Compressive and Flexural Creep and Creep-Rupture of Plastic

q. ASTM D 6117 Standard Test Methods for Mechanical Fasteners in Plastic

r. ASTM D 6330 Standard Practice for Determination of Volatile Organic

Compounds (Excluding Formaldehyde) Emissions from Wood- Based Panels Using Small Environmental Chambers Under Defined Test Conditions

s. ASTM D 6435 Standard Test Method for Shear Properties of Plastic Lumber and Plastic Lumber Shapes

t. ASTM D 696 Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica Dilatometer

u. ASTM E 1333 Determining Formaldehyde Concentrations in Air and Emission

Rates from Wood Products Using a Large Chamber

06 10 00 - 3

Attachment 1

v. ASTM E 96 Standard Test Methods for Water Vapor Transmission of Materials

w. ASTM F 1667 Driven Fasteners: Nails, Spikes, and Staples

x. ASTM F 547 Nails for Use with Wood and Wood-Base Materials

1.1.1.9 COMPOSITE PANEL ASSOCIATION (CPA)

a. ANSI A208.2 Medium Density Fiberboard (MDF) For Interior Applications

1.1.1.10 FM GLOBAL (FM)

a. FM DS 1-49 Perimeter Flashing

1.1.1.11 FOREST STEWARDSHIP COUNCIL (FSC)

a. FSC SECR 004 Principles and Criteria for Forest Stewardship

1.1.1.12 GREEN SEAL (GS)

a. GS-36 Commercial Adhesives

1.1.1.13 INTERNATIONAL CODE COUNCIL (ICC)

a. ICC IBC International Building Code

1.1.1.14 REDWOOD INSPECTION SERVICE (RIS) OF THE CALIFORNIA REDWOOD

ASSOCIATION (CRA)

a. RIS Grade Use Redwood Lumber Grades and Uses

1.1.1.15 SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

a. SCAQMD Rule 1168 Adhesive and Sealant Applications

1.1.1.16 TRUSS PLATE INSTITUTE (TPI)

a. TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction; Commentary and Appendices

b. TPI BSCI Guide to Good Practice for…