SECTION STRUCTURAL STEEL FRAMING

Transcription

1 PART 1 GENERAL 1.01 SECTION INCLUDES SECTION STRUCTURAL STEEL FRAMING A. Structural steel framing members, support members and struts. B. Base plates. C. Grouting under base plates RELATED REQUIREMENTS A. Section Steel Joist Framing. B. Section Steel Decking: Support framing for small openings in deck. C. Section Metal Fabrications: Steel fabrications affecting structural steel work. D. Section Applied Fireproofing: Fireproof protection to framing and metal deck systems REFERENCE STANDARDS A. AISC (MAN) - Steel Construction Manual; American Institute of Steel Construction, Inc.; B. AISC S303 - Code of Standard Practice for Steel Buildings and Bridges; American Institute of Steel Construction, Inc.; C. ASTM A1 - Standard Specification for Carbon Steel Tee Rails; 2000 (Reapproved 2010) D. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; E. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; F. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished; G. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; H. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; I. ASTM A242/A242M - Standard Specification for High-Strength Low-Alloy Structural Steel; 2004 (Reapproved 2009). J. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod PSI Tensile Strength; K. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; L. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa Minimum Tensile Strength (Metric); M. ASTM A449 - Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use; N. ASTM A490 - Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength; O. ASTM A490M - Standard Specification for High-Strength Steel Bolts, Classes 10.9 and , for Structural Steel Joints (Metric); P. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; Q. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; R. ASTM A514/A514M - Standard Specification for High-Yield Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding; Project Number: Structural Steel Framing December 15, 2015

2 S. ASTM A529/A529M - Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality; 2005 (Reapproved 2009). T. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2007a (Reapproved 2014). U. ASTM A563M - Standard Specification for Carbon and Alloy Steel Nuts [Metric]; V. ASTM A572/A572M - Standard Specification for High-Strength Low-Alloy Columbium- Vanadium Structural Steel; W. ASTM A588/A588M - Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point with Atmospheric Corrosion Resistance; X. ASTM A759 - Standard Specification for Carbon Steel Crane Rails; Y. ASTM A992/A992M - Standard Specification for Structural Steel Shapes; Z. ASTM A1008/A1008M - 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; AA. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability and Ultra-High Strength; AB. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink); AC. ASTM E94 - Standard Guide for Radiographic Examination; 2004 (Reapproved 2010). AD. ASTM E164 - Standard Practice for Contact Ultrasonic Testing of Weldments; AE. ASTM E165/E165M - Standard Test Method for Liquid Penetrant Examination for General Industry; AF. ASTM E709 - Standard Guide for Magnetic Particle Testing; AG. ASTM F436 - Standard Specification for Hardened Steel Washers; AH. ASTM F959 - Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners; AI. ASTM F Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength; 2007a. AJ. ASTM F Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; AK. ASTM F Standard Specification for Twist Off Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 150 ksi Minimum Tensile Strength; AL. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; American Welding Society; AM. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2011 w/errata. AN. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel; International Accreditation Service, Inc.; AO. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition. AP. RCSC (HSBOLT) - Specification for Structural Joints Using High-Strength Bolts; Research Council on Structural Connections; AQ. SSPC-Paint 15 - Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004). AR. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2002 (Ed. 2004). AS. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition. Project Number: Structural Steel Framing December 15, 2015

3 1.04 SUBMITTALS A. See Section Administrative Requirements, for submittal procedures. B. Shop Drawings: 1. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments, and fasteners. 2. Connections not detailed. 3. Indicate cambers and loads. 4. Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths. C. Manufacturer's Mill Certificate: Certify that products meet or exceed specified requirements. D. Mill Test Reports: Indicate structural strength, destructive test analysis and non-destructive test analysis. E. Fabricator Test Reports: Comply with ASTM A1011/A1011M. F. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within the previous 12 months. G. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is accredited under IAS AC QUALITY ASSURANCE A. Fabricate structural steel members in accordance with AISC "Steel Construction Manual." B. Comply with Section 10 of AISC "Code of Standard Practice for Steel Buildings and Bridges" for architecturally exposed structural steel. C. Maintain one copy of each document on site. D. Fabricator: Company specializing in performing the work of this section with minimum 5 years of documented experience. E. Fabricator Qualifications: A qualified steel fabricator that is accredited by the International Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel (AC172). F. Erector: Company specializing in performing the work of this section with minimum 5 years of documented experience. PART 2 PRODUCTS 2.01 MATERIALS A. Steel Angles and Plates: ASTM A36/A36M. B. Steel W Shapes and Tees: ASTM A992/A992M. C. Rolled Steel Structural Shapes: ASTM A992/A992M. D. Steel Shapes, Plates, and Bars: ASTM A 242/A 242M high-strength, corrosion-resistant structural steel. E. Steel Shapes, Plates, and Bars: ASTM A529/A529M high-strength, carbon-manganese structural steel, Grade 50. F. Steel Plates and Bars: ASTM A572/A572M, Grade 50 (345) high-strength, columbiumvanadium steel. G. Cold-Formed Structural Tubing: ASTM A500/A500M, Grade B. H. Hot-Formed Structural Tubing: ASTM A501/A501M, seamless or welded. I. Steel Bars: ASTM A108 Grade 40. J. Steel Plate: ASTM A514/A514M. K. Steel Sheet: ASTM A1011/A1011M, Designation SS, Grade 30 hot-rolled, or ASTM A1008/A1008M, Designation SS, Grade 30 cold-rolled. L. Pipe: ASTM A53/A53M, Grade B, Finish black. Project Number: Structural Steel Framing December 15, 2015

4 M. Structural Bolts and Nuts: Carbon steel, ASTM A307, Grade A galvanized to ASTM A 153/A 153M, Class C. N. High-Strength Structural Bolts, Nuts, and Washers: ASTM A325 or A325M, Type 1, medium carbon, galvanized, with matching compatible ASTM A563 or A563M nuts and ASTM F436 washers. O. High-Strength Structural Bolts: ASTM A490 or A490M; Type 1 alloy steel, with matching compatible ASTM A563 or A563M nuts and ASTM F436 washers. P. Tension Control Bolts: Twist-off type; ASTM F1852 or ASTM F2280. Q. Unheaded Anchor Rods: ASTM F1554, Grade 36, plain, with matching ASTM A563 or A563M nuts and ASTM F436 Type 1 washers. R. Headed Anchor Rods: ASTM A 307, Grade C, plain. S. Load Indicator Washers: Provide washers complying with ASTM F959 at all connections requiring high-strength bolts. T. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. U. Sliding Bearing Plates: Teflon coated. V. Grout: Non-shrink, non-metallic aggregate type, complying with ASTM C1107/C1107M and capable of developing a minimum compressive strength of 7,000 psi (48 MPa) at 28 days. W. Shop and Touch-Up Primer: Fabricator's standard, complying with VOC limitations of authorities having jurisdiction. X. Touch-Up Primer for Galvanized Surfaces: Fabricator's standard, complying with VOC limitations of authorities having jurisdiction FABRICATION A. Shop fabricate to greatest extent possible. B. Continuously seal joined members by continuous welds. Grind exposed welds smooth. C. Fabricate connections for bolt, nut, and washer connectors. D. Develop required camber for members SHOP PRIMING A. Prepare structural component surfaces in accordance with SSPC SP6. B. Shop prime structural steel members. Do not prime surfaces that will be fireproofed, field welded, in contact with concrete, or high strength bolted GALVANIZING A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123/A 123M. 1. Fill vent and drain holes that will be exposed in the finished Work unless they will function as weep holes, by plugging with zinc solder and filing off smooth. 2. Galvanize with a minimum G60 coating, lintels and shelf angles attached to structural-steel frame and located in exterior walls SOURCE QUALITY CONTROL A. Provide shop testing and analysis of structural steel. 1. Members to be visually verified. B. High-Strength Bolts: Provide testing and verification of shop-bolted connections in accordance with RCSC "Specification for Structural Joints Using High-Strength Bolts", testing at least 10 percent of bolts. C. Welded Connections: Visually inspect all shop-welded connections and test at least 5 percent of welds using one of the following: 1. Radiographic testing performed in accordance with ASTM E94. Project Number: Structural Steel Framing December 15, 2015

5 2. Ultrasonic testing performed in accordance with ASTM E Liquid penetrant inspection performed in accordance with ASTM E165/E165M. 4. Magnetic particle inspection performed in accordance with ASTM E709. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that conditions are appropriate for erection of structural steel and that the work may properly proceed ERECTION A. Erect structural steel in compliance with AISC "Code of Standard Practice for Steel Buildings and Bridges". B. Allow for erection loads, and provide sufficient temporary bracing to maintain structure in safe condition, plumb, and in true alignment until completion of erection and installation of permanent bracing. C. Field weld components and shear studs indicated on shop drawings. D. Use carbon steel bolts only for temporary bracing during construction, unless otherwise specifically permitted on drawings. Install high-strength bolts in accordance with RCSC "Specification for Structural Joints Using High-Strength Bolts". E. Do not field cut or alter structural members without approval of Architect. F. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. G. Grout solidly between column plates and bearing surfaces, complying with manufacturer's instructions for nonshrink grout. Trowel grouted surfaces smooth, splaying neatly to 45 degrees TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm) per story, non-cumulative. B. Maximum Offset From True Alignment: 1/4 inch (6 mm) FIELD QUALITY CONTROL A. An independent testing agency mayl perform field quality control tests, as specified in Section B. High-Strength Bolts: Provide testing and verification of field-bolted connections in accordance with RCSC "Specification for Structural Joints Using High-Strength Bolts", testing at least 10 percent of bolts. C. Welded Connections: Visually inspect all field-welded connections. In addition to visual inspection, complete joint penetration field welds will be tested and inspected according to AWS D1.1 and the following inspection procedures at testing agency s option. 1. Radiographic testing performed in accordance with ASTM E Ultrasonic testing performed in accordance with ASTM E Liquid penetrant inspection performed in accordance with ASTM E165/E165M. 4. Magnetic particle inspection performed in accordance with ASTM E709. END OF SECTION Project Number: Structural Steel Framing December 15, 2015

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7 PART 1 GENERAL 1.01 SECTION INCLUDES SECTION STEEL JOIST FRAMING A. Open web steel joists with bridging, attached seats and anchors. B. Loose bearing members, such as plates or angles, and anchor bolts for site placement. C. Supplementary framing for floor and roof openings greater than 18 inches (450 mm) RELATED REQUIREMENTS A. Section Structural Steel Framing: Grouting base plates and bearing plates. Superstructure framing. B. Section Structural Steel Framing: Superstructure framing. C. Section Steel Decking: Bearing plates and angles. D. Section Steel Decking: Support framing for openings less than 18 inches (450 mm) in decking. E. Section Metal Fabrications: Non-framing steel fabrications attached to joists. F. Section Applied Fireproofing: Fireproof protection of joist framing and metal deck systems REFERENCE STANDARDS A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; B. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished; C. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; D. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; E. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod PSI Tensile Strength; F. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; G. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa Minimum Tensile Strength (Metric); H. ASTM A490 - Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength; I. ASTM A490M - Standard Specification for High-Strength Steel Bolts, Classes 10.9 and , for Structural Steel Joints (Metric); 2012 J. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2007a (Reapproved 2014). K. ASTM A563M - Standard Specification for Carbon and Alloy Steel Nuts [Metric]; L. ASTM E94 - Standard Guide for Radiographic Examination; 2004 (Reapproved 2010). M. ASTM E164 - Standard Practice for Contact Ultrasonic Testing of Weldments; N. ASTM E165/E165M - Standard Test Method for Liquid Penetrant Examination for General Industry; O. ASTM E709 - Standard Guide for Magnetic Particle Testing; P. ASTM F436 - Standard Specification for Hardened Steel Washers; Steel Joist Framing December 15, 2015

8 Q. ASTM F Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; R. ASTM F Standard Specification for Twist Off Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 150 ksi Minimum Tensile Strength; S. AWS B2.1/B2.1M - Specification for Welding Procedure and Performance Qualification; T. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2011 w/errata. U. FM P Approval Guide; Factory Mutual Research Corporation; current edition. V. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel; International Accreditation Service, Inc.; W. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition. X. RCSC (HSBOLT) - Specification for Structural Joints Using High-Strength Bolts; Research Council on Structural Connections; Y. SJI (SPEC) - Catalog of Standard Specifications and Load Tables for Steel Joists and Joist Girders; Steel Joist Institute; Z. SJI Technical Digest No. 9 - Handling and Erection of Steel Joists and Joist Girders; Steel Joist Institute; AA. SSPC-Paint 15 - Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004). AB. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2002 (Ed. 2004). AC. SSPC-SP 2 - Hand Tool Cleaning; Society for Protective Coatings; 1982 (Ed. 2004). AD. SSPC-SP 3 - Power Tool Cleaning; Society for Protective Coatings; 1982 (Ed. 2004). AE. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition SUBMITTALS A. See Section Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate standard designations, joist coding, configurations, sizes, spacings, cambers, locations of joists, joist leg extensions, bridging, connections, and attachments. C. Welders' Certificates: Submit manufacturer's certificates, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months. D. Manufacturer's Qualification Statement: Provide documentation showing steel fabricator is accredited under IAS AC QUALITY ASSURANCE A. Design connections not detailed on the drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State in which the Project is located. B. Perform Work in accordance with SJI Standard Specifications. 1. Maintain one copy of document on site. C. Manufacturer Qualifications: Company specializing in performing the work of this section with minimum 5 years documented experience. D. Fabricator Qualifications: A qualified steel fabricator that is accredited by the International Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel (AC172). E. Erector Qualifications: Company specializing in performing the work of this section with minimum 5 years documented experience. Steel Joist Framing December 15, 2015

9 1.06 DELIVERY, STORAGE, AND HANDLING A. Transport, handle, store, and protect products to SJI requirements. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Steel Joists: 1. Canam Group Inc: 2. Nucor-Vulcraft Group: 3. Substitutions: See Section Product Requirements MATERIALS A. Open Web Joists: SJI Type K Joists: 1. Provide bottom chord extensions as indicated. 2. Minimum End Bearing on Steel Supports: Comply with referenced SJI standard. 3. Minimum End Bearing on Concrete or Masonry Supports: Comply with referenced SJI standard. 4. Finish: Shop primed. B. Anchor Bolts, Nuts and Washers: ASTM A 307, hot-dip galvanized per ASTM A 153/A 153M, Class C. C. High-Strength Structural Bolts, Nuts, and Washers: ASTM A325 or A325M, Type 1, medium carbon, galvanized, with matching compatible ASTM A563 or A563M nuts and ASTM F436 washers. D. High-Strength Structural Bolts: ASTM A490 or A490M; Type 1 alloy steel, with matching compatible ASTM A563 or A563M nuts and ASTM F436 washers. E. Tension Control Bolts: Twist-off type; ASTM F1852 or ASTM F2280. F. Structural Steel For Supplementary Framing and Joist Leg Extensions: ASTM A36/A36M. G. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. H. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction FABRICATION A. Frame special sized openings in joist web framing as detailed FINISH A. Finish as specified. 1. Do not prime surfaces that will be fireproofed. B. Prepare surfaces to be finished in accordance with SSPC-SP 2. C. Primer: Provide manufacturers standard shop primer SOURCE QUALITY CONTROL A. Provide shop testing of steel components as follows: B. High-Strength Bolts: Provide testing and verification of shop-bolted connections in accordance with RCSC "Specification for Structural Joints Using High-Strength Bolts", testing at least 5 percent of bolts. C. Welded Connections: Visually inspect all shop-welded connections and test at least 5 percent of welds using one of the following: 1. Radiographic testing performed in accordance with ASTM E Ultrasonic testing performed in accordance with ASTM E Liquid penetrant inspection performed in accordance with ASTM E165/E165M. 4. Magnetic particle inspection performed in accordance with ASTM E709. Steel Joist Framing December 15, 2015

10 PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions prior to beginning work ERECTION A. Erect joists with correct bearing on supports. B. Allow for erection loads. Provide sufficient temporary bracing to maintain framing safe, plumb, and in true alignment. C. Coordinate the placement of anchors for securing loose bearing members furnished as part of the work of this section. D. After joist alignment and installation of framing, field weld joist seats to steel bearing surfaces. E. Position and field weld joist chord extensions and wall attachments as detailed. F. Install supplementary framing for floor and roof openings greater than 18 inches (450 mm). G. Do not permit erection of decking until joists are braced, bridged, and secured or until completion of erection and installation of permanent bridging and bracing. H. Do not field cut or alter structural members without approval of joist manufacturer. I. After erection, prime welds, damaged shop primer, damaged galvanizing, and surfaces not shop primed, except surfaces specified not to be primed TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm). B. Maximum Offset From True Alignment: 1/4 inch (6 mm) FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Section Quality Requirements. B. High-Strength Bolts: Visually inspect bolted connections. C. Welded Connections: Visually inspect all field-welded connections according to AWS D1.1. END OF SECTION Steel Joist Framing December 15, 2015

11 PART 1 GENERAL 1.01 SECTION INCLUDES A. Roof deck. B. Composite floor deck. C. Metal form deck. Steel Decking SECTION STEEL DECKING D. Supplementary framing for openings up to and including 18 inches (450 mm) RELATED REQUIREMENTS A. Section Concrete Reinforcing. B. Section Cast-in-Place Concrete: Concrete topping over metal deck. C. Section Precast Structural Concrete: Placement of embedded steel anchors, dovetail slots, bearing plates, joist seats and other steel connectors in precast concrete. D. Section Unit Masonry: Placement of anchors for bearing plates embedded in unit masonry assemblies. E. Section Structural Steel Framing: Support framing for openings larger than 18 inches (450 mm) and shear stud connectors. F. Section Structural Steel Framing: Placement of embedded steel anchors for bearing plates in cast-in-place concrete. G. Section Steel Joist Framing: Support framing for openings larger than 18 inches (450 mm) and shear stud connectors. H. Section Steel Joist Framing: Placement of embedded steel anchors for bearing plates and joist seats in cast-in-place concrete. I. Section Metal Fabrications: Steel angle concrete stops at deck edges REFERENCE STANDARDS A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; B. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished; C. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; D. ASTM A510/A510M - Standard Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel, and Alloy Steel; E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; F. ASTM A1008/A1008M - 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; G. ASTM B633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel; H. ASTM E384 - Standard Test Method for Knoop and Vickers Hardness of Materials; 2011e1. I. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2011 w/errata. J. AWS D1.3/D1.3M - Structural Welding Code - Sheet Steel; American Welding Society; K. FM DS Wind Design; L. FM DS Roof Deck Securement and Above-Deck Roof Components; Factory Mutual System; M. FM P Approval Guide; Factory Mutual Research Corporation; current edition December 15, 2015

12 N. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel; International Accreditation Service, Inc.; O. ICC-ES AC43 - Acceptance Criteria for Steel Deck Roof and Floor Systems; ICC Evaluation Service, Inc.; 2010 (R2013). P. ICC-ES AC70 - Acceptance Criteria for Fasteners Power Driven into Concrete, Steel and Masonry Elements; ICC Evaluation Service, Inc.; Q. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition. R. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. S. SDI (DM) - Publication No.31, Design Manual for Composite Decks, Form Decks, Roof Decks; Steel Deck Institute; T. SSPC-Paint 15 - Steel Joist Shop Primer; The Society for Protective Coatings; 1999 (Ed. 2004). U. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); The Society for Protective Coatings; 2002 (Ed. 2004). V. UL Cellular Metal Floor Raceways and Fittings; Current Edition, Including All Revisions. W. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition SUBMITTALS A. See Section Administrative Requirements, for submittals procedures. B. Shop Drawings: Indicate deck plan, support locations, projections, openings, reinforcement, pertinent details, and accessories. C. Product Data: Provide deck profile characteristics, dimensions, structural properties, and finishes. D. Certificates: Certify that products furnished meet or exceed specified requirements. E. Submit manufacturer's installation instructions. F. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within the previous 12 months. G. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is accredited under IAS AC QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this Section with minimum 5 years of experience DELIVERY, STORAGE, AND HANDLING A. Cut plastic wrap to encourage ventilation. B. Separate sheets and store deck on dry wood sleepers; slope for positive drainage. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Steel Deck: 1. Canam Steel Corporation; 2. Cordeck, Inc; 3. Nucor-Vulcraft Group; 4. Substitutions: See Section Product Requirements STEEL DECK A. Roof Deck: Non-composite type, fluted steel sheet: 1. Primer: Shop coat of manufacturer's standard primer paint over cleaned and phosphatized substrate. Steel Decking December 15, 2015

13 2. Structural Properties: a. Section modulus: Equal to 1.5B Deck as manufactured by Vulcraft. b. Span Design: Double. 3. Minimum Base Metal Thickness: 22 gage, inch (0.76 mm). 4. Nominal Height: 1-1/2 inch (38 mm). 5. Profile: Fluted; SDI NR. 6. Formed Sheet Width: 24 inch (600 mm). 7. Side Joints: Lock seam. 8. End Joints: Lapped, welded. 9. Fire Resistance Classification: Comply with UL Assembly Number. B. Composite Floor Deck: Fluted steel sheet embossed to interlock with concrete: 1. Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 33/230, with G90/Z275 galvanized coating. 2. Structural Properties: a. Section modulus: Equal to Deck shown on plans. 3. Span Design: Double. 4. Minimum Base Metal Thickness: 22 gage, inch (0.76 mm). 5. Nominal Height: 1-1/2 inches (38 mm). 6. Profile: Fluted; SDI NR. 7. Formed Sheet Width: 36 inch (600 mm). 8. Side Joints: Screwed. 9. End Joints: Lapped, welded. C. Metal Form Deck: Corrugated sheet steel, with provision for ventilation of concrete: 1. Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 33/230, with G90/Z275 galvanized coating. 2. Side Joints: Lapped, welded. 3. End Joints: Lapped, welded ACCESSORY MATERIALS A. Welding Materials: AWS D1.1/D1.1M. B. Fasteners: Galvanized hardened steel, self tapping. C. Powder Actuated Mechanical Fasteners: Steel; with knurled shank and forged ballistic point. Comply with applicable requirements of ICC-ES AC Products: a. Simpson Strong-Tie; XQ114S1224: D. Mechanical Fasteners: Steel; hex washer head, self-drilling, self-tapping. 1. Design Requirements for Sidelap Connections: Provide number and type of fasteners that comply with the applicable requirements of SDI design method for roof deck and floor deck applications and ICC-ES AC Fasteners for Steel Roof Decks Protected with Waterproofing Membrane: ASTM B 633, SC1, Type III zinc electroplate. 3. Fasteners for Exposed Steel Roof Deck Application: Manufacturer's standard stainless steel with bonded neoprene washer. 4. Products: a. ITW Commercial Construction North America; ITW CCNA-Buildex Teks Select Series; E. Weld Washers: Mild steel, uncoated, 3/4 inch (19 mm) outside diameter, 1/8 inch (3 mm) thick. F. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction. G. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, complying with VOC limitations of authorities having jurisdiction. Steel Decking December 15, 2015

14 2.04 FABRICATED DECK ACCESSORIES A. Sheet Metal Deck Accessories: Metal closure strips, wet concrete stops, and cover plates, 22 gage, inch (0.76 mm) thick sheet steel; of profile and size as indicated; finished same as deck. B. Cant Strips: Formed sheet steel, 22 gage, 4 inch minimum thickness, 45 degree slope, 3-1/2 inch (87.5 mm) nominal width and height, flange for attachment. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions prior to beginning work INSTALLATION A. Erect metal deck in accordance with SDI Design Manual and manufacturer's instructions. Align and level. B. On concrete and masonry surfaces provide minimum 4 inch (100 mm) bearing. C. On steel supports provide minimum 1-1/2 inch (38 mm) bearing. D. Fasten deck to steel support members at ends and intermediate supports at 12 inches (300 mm) on center maximum, parallel with the deck flute and at each transverse flute using methods specified. 1. Welding: Use fusion welds through weld washers. 2. Place and secure special deep fluted sections for integral concrete bridging. E. At mechanically fastened male/female side laps as shown on drawings. F. Drive mechanical sidelap connectors completely through adjacent lapped sheets; positively engage adjacent sheets with minimum three-thread penetration. G. At welded male/female side laps weld at 18 inches (450 mm) on center maximum. H. Weld deck in accordance with AWS D1.3/D1.3M. I. At deck openings from 6 inches (150 mm) to 18 inches (450 mm) in size, provide 2 by 2 by 1/4 inch (50 by 50 by 6 mm) steel angle reinforcement. Place angles perpendicular to flutes; extend minimum two flutes beyond each side of opening and fusion weld to deck at each flute. J. Where deck changes direction, install 6 inch (150 mm) minimum wide sheet steel cover plates, of same thickness as deck. Fusion weld 12 inches (300 mm) on center maximum. K. At floor edges, install concrete stops upturned to top surface of slab, to contain wet concrete. Provide stops of sufficient strength to remain stationary without distortion. L. At openings between deck and walls, columns, and openings, provide sheet steel closures and angle flashings to close openings. M. Close openings above walls and partitions perpendicular to deck flutes with single row of foam cell closures. N. Place metal cant strips in position and fusion weld. O. Position floor drain pans with flange bearing on top surface of deck. Fusion weld at each deck flute. P. Weld stud shear connectors through steel deck to structural members below. Q. Immediately after welding deck and other metal components in position, coat welds, burned areas, and damaged surface coating, with touch-up primer. END OF SECTION Steel Decking December 15, 2015

15 PART 1 GENERAL 1.01 SECTION INCLUDES Cold-Formed Metal Framing SECTION COLD-FORMED METAL FRAMING A. Formed steel stud exterior wall and interior wall framing. B. Exterior wall sheathing. C. Formed steel joist and purlin framing and bridging. D. Water-resistive barrier over sheathing RELATED REQUIREMENTS A. Section Steel Decking. B. Section Wood Treatment: Field-applied termiticide and mildicide for wood. C. Section Rough Carpentry: Wood blocking and miscellaneous framing. D. Section Rough Carpentry: Roof and wall sheathing. E. Section Thermal Insulation: Insulation within framing members. F. Section Sheet Metal Flashing and Trim: Head and sill flashings. G. Section Joint Sealants. H. Section Gypsum Board Assemblies: Lightweight, non-load bearing metal stud framing. I. Section Gypsum Board Assemblies: Gypsum-based sheathing. J. Section Non-Structural Metal Framing. K. Section Acoustical Ceilings: Ceiling suspension system REFERENCE STANDARDS A. AISI S North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute; B. ANSI A American National Standard for Particleboard; C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; E. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength, Low Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable; F. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; G. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; H. ASTM C955 - Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases; 2011c. I. ASTM C Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories; 2011a. J. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; K. ASTM C Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; December 15, 2015

16 L. ASTM C1396/C1396M - Standard Specification for Gypsum Board; M. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2011 w/errata. N. AWS D1.3/D1.3M - Structural Welding Code - Sheet Steel; American Welding Society; O. ICC-ES AC38 - Acceptance Criteria for Water-Resistive Barriers; ICC Evaluation Service, Inc.; P. PS 1 - Structural Plywood; Q. SSPC-Paint 15 - Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004). R. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2002 (Ed. 2004) SUBMITTALS A. See Section Administrative Requirements, for submittal procedures. B. Product Data: Provide data on standard framing members; describe materials and finish, product criteria. C. Product Data: Provide manufacturer's data on factory-made framing connectors, showing compliance with requirements. D. Shop Drawings: Indicate component details, framed openings, bearing, anchorage, loading, welds, and type and location of fasteners, and accessories or items required of related work. 1. Indicate stud and ceiling joist layout. 2. Describe method for securing studs to tracks and for bolted framing connections. E. Manufacturer's Installation Instructions: Indicate special procedures, conditions requiring special attention QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the types of products specified in this section, and with minimum three years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience and approved by manufacturer. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Metal Framing: 1. CEMCO; 2. Clarkwestern Dietrich Building Systems LLC; 3. Marino; 4. The Steel Network, Inc; 5. Approved equal. B. Framing Connectors and Accessories: 1. Same manufacturer as metal framing. 2. Simpson Strong Tie; 3. The Steel Network, Inc FRAMING SYSTEM A. Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips, fittings, reinforcement, and fastenings as required to provide a complete framing system. B. Shop fabricate framing system to the greatest extent possible. C. Deliver to site in largest practical sections FRAMING MATERIALS A. Studs and Track: ASTM C955; studs formed to channel, "C", or "Sigma" shape with punched web; U-shaped track in matching nominal width and compatible height. Cold-Formed Metal Framing December 15, 2015

17 1. Gage and Depth: As required to meet specified performance levels, and as shown on plans. 2. Galvanized in accordance with ASTM A653/A653M, G90/Z275 coating. 3. Provide components fabricated from ASTM A1008/A1008M, Designation SS steel. 4. Products: a. CEMCO; ProX Header: B. Joists and Purlins: Fabricated from ASTM A653/A653M steel sheet, with G90/Z275 hot dipped galvanized coating. 1. Base Metal: Structural Steel (SS), Grade 33/ Gage and Depth: As scheduled. C. Framing Connectors: Factory-made, formed steel sheet. 1. Material: ASTM A653/A653M SS Grade 33 and 40 (minimum), with G90/Z275 hot dipped galvanized coating for base metal thickness less than 10 gage, inch (3.42 mm), and factory punched holes and slots. 2. Structural Performance: Maintain load and movement capacity required by applicable code, when evaluated in accordance with AISI S Movement Connections: Provide mechanical anchorage devices that accommodate movement using slotted holes, shouldered screws or screws and anti-friction or stepped bushings, while maintaining structural performance of framing. Provide movement connections where indicated on drawings. a. Where continuous studs bypass elevated floor slab, connect stud to slab in manner allowing vertical and horizontal movement of slab without affecting studs; allow for minimum movement of 1/2 inch (13 mm). b. Where top of stud wall terminates below structural floor or roof, connect studs to structure in manner allowing vertical and horizontal movement of slab without affecting studs; allow for minimum movement of 1/2 inch (13 mm). c. Provide top track preassembled with connection devices spaced to fit stud spacing indicated on drawings; minimum track length of 12 feet (3660 mm). 4. Fixed Connections: Provide non-movement connections for tie-down to foundation, floorto-floor tie-down, roof-to-wall tie-down, joist hangers, gusset plates, and stiffeners. 5. Wall Stud Bridging Connections: Provide mechanical load-transferring devices that accommodate wind load torsion and weak axis buckling induced by axial compression loads. Provide bridging connections where indicated on the drawings. 6. Products: a. Simpson Strong Tie, Load Rated Steel Stud Connectors; SSC4.25: b. Simpson Strong Tie, Load Rated Steel Stud Framing Connectors; SFC4.25: c. Simpson Strong Tie, Load Rated Moment-Resisting Kneewall Connectors; MSSC4.25KW: d. Simpson Strong Tie, Load Rated Steel Joist and Kicker Connectors; SJC10.25: e. Simpson Strong Tie, Bridging Connectors; SUBH 3.25: f. Simpson Strong Tie, Fixed Connectors; FCB 45.5: g. Simpson Strong Tie, By-Pass Movement Connectors; SCB 45.5 Bypass Framing Clip: h. Simpson Strong Tie, By-Pass Strut Movement Connectors; SSB Bypass Framing Strut: i. Simpson Strong Tie, Head of Wall Movement Connectors; SCW 3.25 Head-of-Wall Clip: D. Factory Fabricated Shear Wall Panels: 1. Products: Cold-Formed Metal Framing December 15, 2015

18 2.04 WALL SHEATHING A. Wall Sheathing: See plans. B. Wall Sheathing: Gypsum; complying with requirements of ASTM C1396/C1396M for gypsum sheathing, V-shaped long edges, 5/8 inch Type X fire resistant (16 mm Type X fire resistant). C. Wall Sheathing: Glass mat faced gypsum; ASTM C1177/C1177M, square long edges, 5/8 inch Type X fire resistant (16 mm Type X fire resistant) ACCESSORIES A. Bracing, Furring, Bridging: Formed sheet steel, thickness determined for conditions encountered; finish to match framing components. B. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. C. Water-Resistive Barrier: As specified in Section FASTENERS A. Self-Drilling, Self-Tapping Screws, Bolts, Nuts and Washers: Hot dip galvanized per ASTM A153/A153M. 1. Products: a. ITW Commercial Construction North America; ITW CCNA-Buildex Teks Select Series; B. Anchorage Devices: Powder actuated. C. Welding: In conformance with AWS D1.1/D1.1M. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrate surfaces are ready to receive work. B. Verify field measurements and adjust installation as required INSTALLATION OF STUDS A. Install components in accordance with manufacturers' instructions and ASTM C1007 requirements. B. Align floor and ceiling tracks; locate to wall layout. Secure in place with fasteners at maximum 24 inches (600 mm) on center. Coordinate installation of sealant with floor and ceiling tracks. C. Place studs at 12 inches (300 mm) on center; not more than 2 inches (50 mm) from abutting walls and at each side of openings. Connect studs to tracks using clip and tie method. D. Construct corners using minimum of three studs. Install double studs at wall openings, door and window jambs. E. Install load bearing studs full length in one piece. Splicing of studs is not permitted. F. Install load bearing studs, brace, and reinforce to develop full strength and achieve design requirements. G. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection. H. Install intermediate studs above and below openings to align with wall stud spacing. I. Provide deflection allowance in stud track, directly below horizontal building framing at non-load bearing framing. J. Attach cross studs to studs for attachment of fixtures anchored to walls. K. Install framing between studs for attachment of mechanical and electrical items, and to prevent stud rotation. L. Touch-up field welds and damaged primed surfaces with primer. Cold-Formed Metal Framing December 15, 2015

19 3.03 INSTALLATION OF JOISTS AND PURLINS A. Install framing components in accordance with manufacturer's instructions. B. Make provisions for erection stresses. Provide temporary alignment and bracing. C. Place joists at 12 inches (300 mm) on center; not more than 2 inches (50 mm) from abutting walls. Connect joists to supports using fastener method. D. Set floor and ceiling joists parallel and level, with lateral bracing and bridging. E. Locate joist end bearing directly over load bearing studs or provide load distributing member to top of stud track. F. Provide web stiffeners at reaction points. G. Touch-up field welds and damaged galvanized surfaces with primer WALL SHEATHING A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using self-tapping screws. 1. Use plywood or other acceptable structural panels at building corners, for not less than 96 inches mm), measured horizontally. 2. Provide steel diagonal bracing at corners. 3. Place water-resistive barrier horizontally over wall sheathing, weather lapping edges and ends TOLERANCES A. Maximum Variation from True Position: ¼ inch. B. Maximum Variation of any Member from Plane: ¼ inch. END OF SECTION Cold-Formed Metal Framing December 15, 2015

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21 PART 1 GENERAL 1.01 SECTION INCLUDES SECTION METAL FABRICATIONS A. Shop fabricated steel and aluminum items. B. Prefabricated ladders and ship ladders RELATED REQUIREMENTS A. Section Cast-in-Place Concrete: Placement of metal fabrications in concrete. B. Section Unit Masonry: Placement of metal fabrications in masonry. C. Section Structural Steel Framing: Structural steel column anchor bolts. D. Section Steel Joist Framing: Structural joist bearing plates, including anchorage. E. Section Steel Decking: Bearing plates for metal deck bearing, including anchorage. F. Section Metal Stairs. G. Section Pipe and Tube Railings. H. Section Exterior Painting: Paint finish. I. Section Interior Painting: Paint finish. J. Section Site Furnishings: Steel pipe bollards to match other site furnishings REFERENCE STANDARDS A. AAMA Voluntary Specification for Anodized Architectural Aluminum; American Architectural Manufacturers Association; B. AAMA Voluntary Specification, Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels; C. AAMA Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels; D. AAMA Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels; E. ANSI A American National Standard for Ladders -- Fixed -- Safety Requirements; F. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; G. ASTM A48/A48M - Standard Specification for Gray Iron Castings; 2003 (Reapproved 2012). H. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; I. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; J. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; K. ASTM A240/A240M - Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications; L. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates; M. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod PSI Tensile Strength; N. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; Missouri University of Science &Technology Metal Fabrications December 15, 2015

22 O. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa Minimum Tensile Strength (Metric); P. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; Q. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; R. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; S. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; T. ASTM B26/B26M - Standard Specification for Aluminum-Alloy Sand Castings; U. ASTM B85/85M - Standard Specification for Aluminum-Alloy Die Castings; V. ASTM B177/B177M - Standard Guide for Engineering Chromium Electroplating; W. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; X. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; Y. ASTM B210 - Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes; Z. ASTM B210M - Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes (Metric); AA. ASTM B211 - Standard Specification for Aluminum and Aluminum-Alloy Rolled or Cold Finished Bar, Rod, and Wire; 2012e1. AB. ASTM B211M - Standard Specification for Aluminum and Aluminum-Alloy Rolled or Cold- Finished Bar, Rod, and Wire (Metric); 2012e1. AC. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; AD. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes [Metric]; AE. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; American Welding Society; AF. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2011 w/errata. AG. AWS D1.2/D1.2M - Structural Welding Code - Aluminum; American Welding Society; AH. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel; International Accreditation Service, Inc.; AI. SSPC-Paint 15 - Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004). AJ. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2002 (Ed. 2004). AK. SSPC-SP 2 - Hand Tool Cleaning; Society for Protective Coatings; 1982 (Ed. 2004) SUBMITTALS A. See Section Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. 1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. Missouri University of Science &Technology Metal Fabrications December 15, 2015