A. Structural steel framing members, support members, and struts. B. Baseplates, shear stud connectors, and expansion joint plates.

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1 DIVISION 5 - METALS Section 05120: Structural Steel...4 Section 05125: Miscellaneous Steel and Metal Fabrications...3 Section 05311: Steel Roof Deck...3 Section 05400: Cold-Formed Metal Framing...7 Section 05500: Metal Fabrications...4 Section 05521: Pipe and Tube Railings...3 Section 05530: Grating and Floor Plates...2

2 SECTION STRUCTURAL STEEL PART I - GENERAL 1.01 SECTION INCLUDES A. Structural steel framing members, support members, and struts. B. Baseplates, shear stud connectors, and expansion joint plates. C. Grouting under baseplates RELATED SECTIONS A. Section 04120: Masonry Grout B. Section 05311: Steel Roof Deck C. Section 05500: Metal Fabrications D. Section 09900: Painting - Finish Painting 1.03 REFERENCES A. ASTM A36 - Structural Steel B. ASTM A53 - Hot-Dipped, Zinc-Coated Welded and Seamless Steel Pipe C. ASTM A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality D. ASTM A123 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products E. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware F. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners G. ASTM A325 - High Strength Bolts for Structural Steel Joints H. ASTM A490 - Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints I. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes J. ASTM A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing K. ASTM A502 - Steel Structural Rivets L. ASTM A572 - High Strength Low Alloy Columbium-Vanadium Steel of Structural Quality M. AWS A2.0 - Standard Welding Symbols N. AWS D1.1 - Structural Welding Code O. AISC - Code of Standard Practice for Steel Buildings and Bridges P. AISC - Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings Q. AISC - Specification for Structural Joints using ASTM A325 or A490 Bolts TECHNOLOGY CENTER CONSTRUCTION -1- ATLANTA, GA

3 SECTION STRUCTURAL STEEL R. AISC - Specification for Architectural Exposed Structural Steel S. SSPC - Steel Structures Painting Council 1.04 SUBMITTALS A. Submit under provisions of Section B. Shop Drawings: 1. Indicate profiles, sizes, spacing, and locations of structural members, openings, attachments, and fasteners 2. Connections 3. Cambers 4. Indicate welded connections with AWS A2.0 welding symbols. Indicate net weld lengths. C. Manufacturer's Mill Certificate: Submit under provisions of Section certifying that products meet or exceed specified requirements. D. Mill Test Reports: Submit under provisions of Section Manufacturer's Certificates, indicating structural strength, destructive and non-destructive test analysis. E. Welders' Certificates: Submit under provisions of Section Manufacturer's Certificates, certifying welders employed on the Work, verifying AWS qualifications within the previous 12 months for the duration of the project QUALITY ASSURANCE A. Fabricate structural steel members in accordance with AISC - Specification for the Design, Fabrication and Erection of Structural Steel for Buildings QUALIFICATIONS A. Fabricator: Company specializing in performing the work of this Section with minimum 5 years documented experience. B. Erector: Company specializing in performing the work of this Section with minimum 5 years documented experience. C. 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 of Georgia. D. All welders and weld operators shall be certified according to AWS qualification standards PROJECT RECORD DOCUMENTS A. Submit under provisions of Section B. Accurately record actual dimensions and conditions as a result of erection. TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

4 SECTION STRUCTURAL STEEL PART II - PRODUCTS 2.01 MATERIALS 2.02 FINISH A. Structural Steel Members: ASTM A572, Grade 50, unless otherwise noted B. Structural Tubing: ASTM A500, Grade C C. Pipe: ASTM A53, Grade B D. Shear Stud Connectors: ASTM A108, Grade 1015 E. All Thread Anchors: ASTM A572, Grade 50 F. Bolts, Nuts, and Washers: ASTM A325 G. Headed Studs: ASTM A108 H. Anchor Bolts: ASTM A307 I. Deformed Anchors: ASTM A496 J. Welding Materials: AWS D1.1; type required for materials being welded K. Kwik Bolts: As manufactured by the Hilti Corporation or approved equal. L. Grout: Non-shrink type, pre-mixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing additives, capable of developing a minimum compressive strength of 7,000 psi at 28 days M. Shop and Touch-Up Primer: SSPC Paint 15, Type 1 A. Prepare structural component surfaces in accordance with SSPC SP-2. B. Shop prime structural steel members. PART III - EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions STORAGE A. Store steel framing members above ground on platforms, skids or other supports. Keep members free of dirt, grease, or other foreign material, and protect against corrosion. B. Store other materials in a weather-tight, dry place until ready for use. Store packaged materials in their original, unbroken packages. TECHNOLOGY CENTER CONSTRUCTION -3- ATLANTA, GA

5 SECTION STRUCTURAL STEEL 3.03 ERECTION A. Erect structural steel in conformance with AISC Standards and Specifications. B. Allow for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. C. Field weld components indicated on Drawings in conformance with requirements and standards of the Structural Welding Code, AWS D1.1. D. Do not field cut or alter structural members without approval of Architect/Engineer. E. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. F. Grout under baseplates ERECTION TOLERANCES A. Maximum Variation from Plumb: 1/8 inch per story, non-cumulative. B. Maximum Offset from True Alignment: ¼ inch. END OF SECTION TECHNOLOGY CENTER CONSTRUCTION -4- ATLANTA, GA

6 SECTION MISCELLANEOUS STEEL AND METAL FABRICATIONS PART I - GENERAL 1.01 SECTION INCLUDES A. Structural steel framing members, support members, and struts. B. Baseplates, shear stud connectors, and expansion joint plates. C. Roof repair/restoration RELATED SECTIONS A. Division 3 - Plant-Precast Architectural Concrete B. Division 15: Roof-Mounted Mechanical Equipment 1.03 REFERENCES A. ASTM A36 - Structural Steel B. ASTM A53 - Hot-Dipped, Zinc-Coated Welded and Seamless Steel Pipe C. ASTM A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality D. ASTM A123 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products E. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware F. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners G. ASTM A325 - High Strength Bolts for Structural Steel Joints H. ASTM A490 - Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints I. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes J. ASTM A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing K. ASTM A502 - Steel Structural Rivets L. ASTM A572 - High Strength Low Alloy Columbium-Vanadium Steel of Structural Quality M. AWS A2.0 - Standard Welding Symbols N. AWS D1.1 - Structural Welding Code O. AISC - Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings P. AISC - Specification for Architectural Exposed Structural Steel Q. SSPC - Steel Structures Painting Council 1.04 SUBMITTALS A. Submit under provisions of Section TECHNOLOGY CENTER CONSTRUCTION -1- ATLANTA, GA

7 SECTION MISCELLANEOUS STEEL AND METAL FABRICATIONS B. Shop Drawings: 1. Indicate profiles, sizes, spacing, and locations of structural members, openings, attachments, and fasteners 2. Connections 3. Cambers 4. Indicate welded connections with AWS A2.0 welding symbols. Indicate net weld lengths. C. Manufacturer's Mill Certificate: Submit under provisions of Section certifying that products meet or exceed specified requirements. D. Mill Test Reports: Submit under provisions of Section Manufacturer s Certificates, indicating structural strength, destructive and non-destructive test analysis. E. Welders' Certificates: Submit under provisions of Section Manufacturer's Certificates, certifying welders employed on the Work, verifying AWS qualifications within the previous 12 months for the duration of the project QUALITY ASSURANCE A. Fabricate structural steel members in accordance with AISC - Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings QUALIFICATIONS A. Fabricator: Company specializing in performing the work of this Section with minimum 5 years documented experience. B. Erector: Company specializing in performing the work of this Section with minimum 5 years documented experience. C. 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 of Georgia FIELD MEASUREMENTS A. Verify that field measurements are as shown on Drawings. PART II - PRODUCTS 2.01 MATERIALS A. Structural Steel Members: ASTM A36 B. Structural Tubing: ASTM A500, Grade B C. Pipe: ASTM A53, Grade B D. Shear Stud Connectors: ASTM A108, Grade 1015 E. Bolts, Nuts, and Washers: ASTM A325 F. Anchor Bolts: ASTM A307 G. Welding Materials: AWS D1.1; type required for materials being welded TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

8 SECTION MISCELLANEOUS STEEL AND METAL FABRICATIONS 2.02 FINISH H. Shop and Touch-Up Primer: SSPC Paint 15, Type 1 I. Materials not otherwise specified or shown on drawings shall be of type and quality normally used for the intended purpose. J. Roof repair materials shall comport with roof manufacturer's requirements to maintain roof warranty. A. Prepare structural component surfaces in accordance with SSPC SP-2. B. Shop prime structural steel members. PART III - EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions ERECTION A. Allow for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. B. Field weld components indicated on Drawings. Provide protection of roof membrane during welding/ cutting operations. C. Do not field cut or alter structural members without approval of Project Engineer. D. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete ROOF RESTORATION A. Upon completion of erection, reseal all roof penetrations and/or damage to maintain weather-tight condition. B. All roof restoration shall comport with roof manufacturer's details and requirements. Contractor shall be responsible for receiving written certification from roof manufacturer for maintaining warranty. END OF SECTION TECHNOLOGY CENTER CONSTRUCTION -3- ATLANTA, GA

9 SECTION STEEL ROOF DECK PART I - GENERAL 1.01 SECTION INCLUDES A. Steel roof deck and accessories B. Formed steel cant strips C. Framing for openings up to and including 18" 1.02 RELATED SECTIONS A. Section 03300: Cast-in-Place Concrete B. Section 05120: Structural Steel 1.03 REFERENCES A. AISI - Specification for the Design of Cold-Formed Steel Structural Members B. ASTM A36 - Structural Steel C. ASTM A446 - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality D. ASTM A525 - Steel Sheet, Zinc-Coated, Galvanized by the Hot-Dip Process E. ASTM A611 - Steel, Cold-Rolled Sheet, Carbon, Structural F. AWS D1.1 - Structural Welding Code G. SDI - Design Manual for Composite Decks, Form Decks, Roof Decks 1.04 PERFORMANCE REQUIREMENTS A. Design metal decking in accordance with SDI Design Manual for Composite Decks, Form Decks, and Roof Decks. B. Calculate to structural stress design and maximum vertical deck deflection of 1/180. C. Lateral deflection of diaphragm shall not exceed 1/500 of the height of the wall SUBMITTALS A. Submit under provisions of Section B. Shop Drawings: Indicate decking plan, support locations, projections, openings and reinforcement, pertinent details, and accessories. Indicate temporary shoring of decking where required. C. Product Data: Provide deck profile characteristics and dimensions, structural properties, and finishes. D. Manufacturer's Installation Instructions: Indicate specific installation sequence and special instructions. TECHNOLOGY CENTER CONSTRUCTION -1- ATLANTA, GA

10 SECTION STEEL ROOF DECK 1.06 QUALIFICATIONS A. Installer: Company specializing in performing the work of this Section with minimum 5 years documented experience. B. Design deck layout, spans, fastening, and joints under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Georgia DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section B. Store and protect products under provisions of Section C. Cut plastic wrap to encourage ventilation. D. Store decking on dry wood sleepers; slope for positive drainage FIELD MEASUREMENTS A. Verify that field measurements are as shown on Drawings. PART II - PRODUCTS 2.01 MATERIALS A. Sheet Steel: ASTM A446, Grade B Structural Quality; with G90 galvanized coating conforming to ASTM A525 B. Bearing Plates Angles: ASTM A36, steel, unfinished C. Welding Materials: AWS D1.1 D. Touch-Up Primer: Zinc chromate type 2.02 FABRICATION A. Metal Decking: Sheet steel, configured as follows: PART III - EXECUTION 1. Span Design: Multiple 2. Minimum Metal Thickness (Excluding Finish): 18 gauge 3. Nominal Height: 2" 4. Formed Sheet Width: 32" 5. Side Joints: Lapped 6. Minimum moment of inertia: in 4 / ft 7. Minimum section modulus: in 3 / ft 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means installer accepts existing conditions. TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

11 SECTION STEEL ROOF DECK 3.02 INSTALLATION A. Erect metal decking in accordance with SDI Design Manual for Composite Decks, Form Decks, Roof Decks and Manufacturer's Instructions. B. Bear decking on support surfaces with 4" minimum bearing. Align and level. C. Bear decking on steel supports with 1½". Align and level. D. Fasten deck to steel support members at ends and intermediate supports with mechanical fasteners at 12" oc maximum, parallel with the deck flute and at each transverse flute. E. Weld in accordance with AWS D1.1. F. Mechanically clinch or fasten male/female side laps at 24" oc maximum. G. Reinforce steel deck openings from 6" to 18" in size with 2" x 2" x ¼" steel angles. Place angles perpendicular to flutes; extend minimum two flutes beyond each side of opening and or mechanically attach to deck at each flute. H. Install 6" minimum wide sheet steel cover plates, of same thickness as decking, where deck changes direction. Mechanically attach 12" oc maximum. I. To contain wet concrete, install stops at roof edge up, turned on top surface of slab. Provide stops of sufficient strength to remain stationary under wet concrete without distortion. J. Install sheet steel closures and angle flashing to close openings between deck and walls, columns, and openings. K. Install single row of foam flute closures above walls and partitions perpendicular to deck flutes. L. Position roof sump pans with flange bearing on top surface of deck. Fusion weld at each deck flute. M. Place metal cant strips in position and fusion mechanically attach. N. Immediately after welding deck and other metal components in position, coat welds, burned areas, and damaged surface coating, with touch-up prime paint. END OF SECTION TECHNOLOGY CENTER CONSTRUCTION -3- ATLANTA, GA

12 SECTION COLD-FORMED METAL FRAMING PART I - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section SUMMARY A. This Section includes the following: 1. Exterior load-bearing wall framing. 2. Interior load-bearing wall framing. 3. Exterior and interior non-load-bearing wall framing. 4. Floor joist framing. 5. Roof rafter framing. 6. Ceiling joist framing. B. Related Sections include the following: 1. Division 9 Section "Gypsum Board Assemblies" for interior non-load-bearing, metal-stud framing and ceiling-suspension assemblies PERFORMANCE REQUIREMENTS A. Structural Performance: Provide cold-formed metal framing capable of withstanding design loads within limits and under conditions indicated. 1. Design Loads: a. Dead Loads: Weights of materials and construction. b. Live Loads: As indicated on drawings. c. Roof Loads: As indicated on drawings d. Snow Loads: As indicated on drawings e. Wind Loads: As indicated on drawings f. Seismic Loads: As indicated on drawings 2. Deflection Limits: Design framing systems to withstand design loads without deflections greater than the following: a. Exterior Load-Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height. b. Interior Load-Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height under a horizontal load of 5 lbf/sq. ft.. c. Exterior Non-Load-Bearing Framing: Horizontal deflection of 1/360 of the wall height. d. Floor Joist Framing: Vertical deflection of 1/480 for live loads and l/360 for total loads of the span. e. Roof Rafter Framing: Horizontal deflection of 1/360 of the horizontally projected span. f. Ceiling Joist Framing: Vertical deflection of 1/360 of the span. 3. Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change of 120 deg F. 4. Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflection of primary building structure as follows: a. Upward and downward movement of 1/2 inch. B. Cold-Formed Steel Framing, General: Design according to AISI's "Standard for Cold-Formed Steel Framing - General Provisions." 1. Headers: Design according to AISI's "Standard for Cold-Formed Steel Framing - Header Design." 2. Design exterior non-load-bearing wall framing to accommodate horizontal deflection without regard for contribution of sheathing materials. TECHNOLOGY CENTER CONSTRUCTION -1- ATLANTA, GA

13 SECTION COLD-FORMED METAL FRAMING 1.04 SUBMITTALS A. Product Data: For each type of cold-formed metal framing product and accessory indicated. B. Shop Drawings: Show layout, spacings, sizes, thicknesses, and types of cold-formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners. Show reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work. 1. For cold-formed metal framing indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Welding certificates. D. Qualification Data: For professional engineer. E. Product Test Reports: From a qualified testing agency, unless otherwise stated, indicating that each of the following complies with requirements, based on evaluation of comprehensive tests for current products: 1. Steel sheet. 2. Expansion anchors. 3. Power-actuated anchors. 4. Mechanical fasteners. 5. Vertical deflection clips. 6. Horizontal drift deflection clips 7. Miscellaneous structural clips and accessories. F. Research/Evaluation Reports: For cold-formed metal framing QUALITY ASSURANCE A. Engineering Responsibility: Preparation of Shop Drawings, design calculations, and other structural data by a qualified professional engineer. B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of cold-formed metal framing that are similar to those indicated for this Project in material, design, and extent. C. Product Tests: Mill certificates or data from a qualified independent testing agency, or in-house testing with calibrated test equipment indicating steel sheet complies with requirements, including base-metal thickness, yield strength, tensile strength, total elongation, chemical requirements, ductility, and metallic-coating thickness. D. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code--Steel," and AWS D1.3, "Structural Welding Code--Sheet Steel." E. Fire-Test-Response Characteristics: Where indicated, provide cold-formed metal framing identical to that of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction. F. AISI Specifications and Standards: Comply with AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members" and its "Standard for Cold-Formed Steel Framing - General Provisions." 1. Comply with AISI's "Standard for Cold-Formed Steel Framing - Truss Design." 2. Comply with AISI's "Standard for Cold-Formed Steel Framing - Header Design." TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

14 SECTION COLD-FORMED METAL FRAMING G. Comply with AISI's "Standard for Cold-Formed Steel Framing - Prescriptive Method for One and Two Family Dwellings." H. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect cold-formed metal framing from corrosion, deformation, and other damage during delivery, storage, and handling. B. Store cold-formed metal framing, protect with a waterproof covering, and ventilate to avoid condensation. PART II - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering coldformed metal framing that may be incorporated into the Work include, but are not limited to, the following: 1. Dale/Incor. 2. Dietrich Metal Framing; a Worthington Industries Company. 3. MarinoWare; a division of Ware Industries. 4. SCAFCO Corporation. 5. United Metal Products, Inc MATERIALS A. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade and coating weight as follows: 1. Grade: ST33H. 2. Coating: G60. B. Steel Sheet for Vertical Deflection Drift Clips: ASTM A 653/A 653M, structural steel, zinc coated, of grade and coating as follows: 1. Grade: 50, Class 1 or Coating: G LOAD-BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows: 1. Minimum Base-Metal Thickness: inch. 2. Flange Width: 1-5/8 inches 2 inches. B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges, and as follows: 1. Minimum Base-Metal Thickness: Matching steel studs. 2. Flange Width: 1-1/4 inches. C. Steel Box or Back-to-Back Headers: Manufacturer's standard C-shapes used to form header beams, of web depths indicated, punched, with stiffened flanges. TECHNOLOGY CENTER CONSTRUCTION -3- ATLANTA, GA

15 SECTION COLD-FORMED METAL FRAMING 2.04 EXTERIOR NON-LOAD-BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows: 1. Minimum Base-Metal Thickness: inch. 2. Flange Width: 1-5/8 inches. B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with unstiffened flanges, and as follows: 1. Minimum Base-Metal Thickness: Matching steel studs. 2. Flange Width: 1-1/4 inches. C. Vertical Deflection Clips: Manufacturer's standard bypass or head clips, capable of accommodating upward and downward vertical displacement of primary structure through positive mechanical attachment to stud web. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Dietrich Metal Framing; a Worthington Industries Company. b. MarinoWare, a division of Ware Industries. c. SCAFCO Corporation D. Drift Clips: Manufacturer's standard bypass or head clips, capable of isolating wall stud from upward and downward vertical displacement and lateral drift of primary structure FLOOR JOIST FRAMING A. Steel Joists: Manufacturer's standard C-shaped steel joists, of web depths indicated, unpunched, with stiffened flanges. B. Steel Joist Track: Manufacturer's standard U-shaped steel joist track, of web depths indicated, unpunched, with unstiffened flanges ROOF-RAFTER FRAMING A. Steel Rafters: Manufacturer's standard C-shaped steel sections, of web depths indicated, unpunched, with stiffened flanges. B. Built-up Members: Built-up members of manufacturer's standard C-shaped steel section, with stiffened flanges, nested into a U-shaped steel section joist track, with unstiffened flanges; unpunched; of web depths indicated CEILING JOIST FRAMING A. Steel Ceiling Joists: Manufacturer's standard C-shaped steel sections, of web depths indicated, unpunched, with stiffened flanges FRAMING ACCESSORIES A. Fabricate steel-framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members. B. Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, as follows: 1. Supplementary framing. 2. Bracing, bridging, and solid blocking. TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

16 SECTION COLD-FORMED METAL FRAMING 3. Web stiffeners. 4. Anchor clips. 5. End clips. 6. Foundation clips. 7. Gusset plates. 8. Stud kickers, knee braces, and girts. 9. Joist hangers and end closures. 10. Hole reinforcing plates. 11. Backer plates ANCHORS, CLIPS, AND FASTENERS A. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot-dip process according to ASTM A 123/A 123M. B. Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 5 times design load, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. C. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency. D. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping steel drill screws. 1. Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere. E. Welding Electrodes: Comply with AWS standards MISCELLANEOUS MATERIALS A. Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P B. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration. C. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage-compensating agents, and plasticizing and waterreducing agents, complying with ASTM C 1107, with fluid consistency and 30-minute working time. D. Shims: Load bearing, high-density multimonomer plastic, nonleaching. E. Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to match width of bottom track or rim track members FABRICATION A. Fabricate cold-formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section. 1. Fabricate framing assemblies using jigs or templates. 2. Cut framing members by sawing or shearing; do not torch cut. 3. Fasten cold-formed metal framing members by welding, screw fastening, clinch fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted. TECHNOLOGY CENTER CONSTRUCTION -3- ATLANTA, GA

17 SECTION COLD-FORMED METAL FRAMING a. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating joined members by not less than three exposed screw threads. 4. Fasten other materials to cold-formed metal framing by welding, bolting, or screw fastening, according to Shop Drawings. B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion. C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows: 1. Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 2. Squareness: Fabricate each cold-formed metal framing assembly to a maximum out-of-square tolerance of 1/8 inch. PART III - EXECUTION 3.01 EXAMINATION D. Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected PREPARATION A. Before sprayed fire-resistive materials are applied, attach continuous angles, supplementary framing, or tracks to structural members indicated to receive sprayed fire-resistive materials. B. After applying sprayed fire-resistive materials, remove only as much of these materials as needed to complete installation of cold-formed framing without reducing thickness of fire-resistive materials below that are required to obtain fire-resistance rating indicated. Protect remaining fire-resistive materials from damage. C. Install load bearing shims or grout between the underside of wall bottom track or rim track and the top of foundation wall or slab at stud or joist locations to ensure a uniform bearing surface on supporting concrete or masonry construction. D. Install sealer gaskets to isolate the underside of wall bottom track or rim track and the top of foundation wall or slab at stud or joist locations INSTALLATION, GENERAL A. Cold-formed metal framing may be shop or field fabricated for installation, or it may be field assembled. B. Install cold-formed metal framing according to AISI's "Standard for Cold-Formed Steel Framing - General Provisions" and to manufacturer's written instructions unless more stringent requirements are indicated. C. Install shop- or field-fabricated, cold-formed framing and securely anchor to supporting structure. TECHNOLOGY CENTER CONSTRUCTION -4- ATLANTA, GA

18 SECTION COLD-FORMED METAL FRAMING 1. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, trueto-line joints with maximum variation in plane and true position between fabricated panels not exceeding 1/16 inch. D. Install cold-formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold-formed metal framing members by welding, screw fastening, clinch fastening, or riveting. Wire tying of framing members is not permitted. a. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install according to Shop Drawings, and complying with requirements for spacing, edge distances, and screw penetration. E. Install framing members in one-piece lengths unless splice connections are indicated for track or tension members. F. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured. G. Do not bridge building expansion and control joints with cold-formed metal framing. Independently frame both sides of joints. H. Install insulation, specified in Division 7 Section "Building Insulation," in built-up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work. I. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings. J. Erection Tolerances: Install cold-formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows: 1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials LOAD-BEARING WALL INSTALLATION A. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings as follows: 1. Anchor Spacing: 24 inches. B. Squarely seat studs against top and bottom tracks with gap not exceeding of 1/8 inch between the end of wall framing member and the web of track. Fasten both flanges of studs to top and bottom tracks. Space studs as follows: 1. Stud Spacing: As indicated. C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar configurations. D. Align studs vertically where floor framing interrupts wall-framing continuity. Where studs cannot be aligned, continuously reinforce track to transfer loads. TECHNOLOGY CENTER CONSTRUCTION -5- ATLANTA, GA

19 SECTION COLD-FORMED METAL FRAMING E. Align floor and roof framing over studs. Where framing cannot be aligned, continuously reinforce track to transfer loads. F. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure as indicated. G. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, complete with clip-angle connectors, web stiffeners, or gusset plates. 1. Frame wall openings with not less than a double stud at each jamb of frame as indicated on Shop Drawings. Fasten jamb members together to uniformly distribute loads. 2. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full-height wall studs. H. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, heavy trim, furnishings, and similar work requiring attachment to framing. 1. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or load resulting from item supported. I. Install horizontal bridging in stud system, spaced 48 inches. Fasten at each stud intersection. 1. Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched studs with a minimum of 2 screws into each flange of the clip angle for framing members up to 6 inches deep. 2. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and studtrack solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. 3. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. J. Install steel sheet diagonal bracing straps to both stud flanges, terminate at and fasten to reinforced top and bottom tracks. Fasten clip-angle connectors to multiple studs at ends of bracing and anchor to structure. K. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall-framing system EXTERIOR NON-LOAD-BEARING WALL INSTALLATION A. Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated. B. Fasten both flanges of studs to top and bottom track, unless otherwise indicated. Space studs as follows: 1. Stud Spacing: As indicated. C. acing or required for nonplumb walls or warped surfaces and similar requirements. D. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. 1. Install single-leg deflection tracks and anchor to building structure. 2. Install double deep-leg deflection tracks and anchor outer track to building structure. 3. Connect vertical deflection clips to infill studs and anchor to building structure. 4. Connect drift clips to cold formed metal framing and anchor to building structure. TECHNOLOGY CENTER CONSTRUCTION -6- ATLANTA, GA

20 SECTION COLD-FORMED METAL FRAMING E. Install horizontal bridging in wall studs, spaced in rows indicated on Shop Drawings but not more than 48 inches apart. Fasten at each stud intersection. 1. Top Bridging for Single Deflection Track: Install row of horizontal bridging within 12 inches of single deflection track. Install a combination of flat, taut, steel sheet straps of width and thickness indicated and stud or stud-track solid blocking of width and thickness matching studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. a. Install solid blocking at centers indicated on Shop Drawings. 2. Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched studs. 3. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and studtrack solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. 4. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions. F. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable wall-framing system FIELD QUALITY CONTROL A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Field and shop welds will be subject to testing and inspecting. C. Testing agency will report test results promptly and in writing to Contractor and Architect. D. Remove and replace work where test results indicate that it does not comply with specified requirements. E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements REPAIRS AND PROTECTION A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed coldformed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that cold-formed metal framing is without damage or deterioration at time of Substantial Completion. END OF SECTION TECHNOLOGY CENTER CONSTRUCTION -7- ATLANTA, GA

21 SECTION METAL FABRICATIONS PART I - GENERAL 1.01 SECTION INCLUDES A. Shop fabricated ferrous metal items 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300: Cast-in-Place Concrete - Placement of Metal Fabrications of Concrete B. Section 04325: Concrete Masonry 1.03 RELATED SECTIONS A. Section 05120: Structural Steel B. Section 09900: Painting - Paint Finish 1.04 REFERENCES A. ASTM A36 - Structural Steel B. ASTM A53 - Hot-Dipped, Zinc-Coated Welded and Seamless Steel Pipe C. ASTM A123 - Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Strip D. ASTM A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware E. ASTM A283 - Carbon Steel Plates, Shapes, and Bars F. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners G. ASTM A325 - High Strength Bolts for Structural Steel Joints H. ASTM A386 - Zinc-Coating (Hot-Dip) on Assembled Steel Products I. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes J. ASTM A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing K. ASTM B177 - Chromium Electroplating on Steel for Engineering Use L. AWS A2.0 - Standard Welding Symbols M. AWS D1.1 - Structural Welding Code N. SSPC - Steel Structures Painting Council TECHNOLOGY CENTER CONSTRUCTION -1- ATLANTA, GA

22 SECTION METAL FABRICATIONS 1.05 SUBMITTALS A. Submit under provisions of Section 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. C. Indicate welded connections using standard AWS 2.0 welding symbols. Indicate net weld lengths QUALIFICATIONS A. Prepare Shop Drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Georgia. B. Welders' Certificates: Submit under provisions of Section 01300, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months for the duration of the project FIELD MEASUREMENTS A. Verify that field measurements are as indicated on Drawings. PART II - PRODUCTS 2.01 MATERIALS A. Steel Sections: ASTM A36 B. Steel Tubing: ASTM A500, Grade B C. Plates: ASTM A283 D. Pipe: ASTM A53, Grade B E. Bolts, Nuts, and Washers: ASTM A325 F. Welding Materials: AWS D1.1; type required for materials being welded G. Shop and Touch-up Primer: SSPC 15, Type 1, red oxide 2.02 FABRICATION A. Fit and shop assemble in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and joined by continuous welds. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located, consistent with design of component, except where specifically noted otherwise. E. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

23 SECTION METAL FABRICATIONS 2.03 FINISHES A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. B. Do not prime surfaces in direct contact with concrete or where field welding is required. C. Prime paint items with one coat. PART III - EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply items required to be cast into concrete or embedded in masonry with setting templates, to appropriate sections INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Field weld components indicated on Drawings. D. Perform field welding in accordance with AWS D1.1. E. Obtain Project Engineer approval prior to site cutting or making adjustments not scheduled. F. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete 3.04 ERECTION TOLERANCES A. Maximum Variation From Plumb: ¼ inch per story, non-cumulative. B. Maximum Offset from True Alignment: ¼ inch SCHEDULE A. Verify completeness of following listing. Supply all items required to complete construction and installation. B. Anchorage accessories: Including anchorage items required to secure wood to metal, wood to masonry, metals to masonry, metal to metal, or metal to other items. C. Support angles, support members, and loose lintels: ASTM A36 steel. TECHNOLOGY CENTER CONSTRUCTION -3- ATLANTA, GA

24 SECTION METAL FABRICATIONS 1. Size as indicated. 2. Galvanized units in exterior walls. 3. Prime interior units. D. Handrails, guardrails, and railings: 1½ inch maximum OD standard steel pipe or 1½ inch 12 gauge metal tube. 1. Form to profiles indicated. 2. Mount to provide total projection from walls not to exceed 3½ inches. 3. Set mounting brackets and posts as indicated. 4. Installed rails and railings shall be capable of withstanding a 200 lb. force applied in any direction at any point. 5. Return ends of all wall-mounted rails to wall. 6. Provide pre-fabricated els for all bends. 7. Make all rails smooth with no projections preventing a hand from sliding along entire length. Grind all welded joints smooth. 8. Galvanized units in exterior locations. E. Ladder: 1. Side rail: 1¼ inch ID steel pipe. 2. Rungs: Minimum 1-inch square bars. 3. Punch rungs through side rails and weld. 4. Size to support concentrated moving load of 200 lbs. 5. Minimum clearance from centerline of rung to wall or obstruction: 7 inches. 6. Minimum ladder width: 16 inches between side rails. 7. Maximum rung spacing: 12 inches on center. 8. Extend side rails beyond uppermost rung. 9. Design, fabricate, and install in compliance with applicable codes and OSHA regulations. 10. Galvanize unit. END OF SECTION TECHNOLOGY CENTER CONSTRUCTION -4- ATLANTA, GA

25 SECTION PIPE AND TUBE RAILINGS PART I1- -GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Steel pipe and tube railings. B. See Division 5 Section "Metal Stairs" for steel tube railings associated with metal stairs PERFORMANCE REQUIREMENTS A. Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails: a. Uniform load of 50 lbf/ ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. 2. Top Rails of Guards: a. Uniform load of 50 lbf/ ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. 3. Infill of Guards: a. Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft.. b. Uniform load of 25 lbf/sq. ft. applied horizontally. c. Infill load and other loads need not be assumed to act concurrently. B. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials SUBMITTALS A. Product Data: For mechanically connected railings, grout, anchoring cement, and paint products. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Samples: For each exposed finish required. D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, according to ASTM E 894 and ASTM E 935. PART 2II - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Steel Pipe and Tube Railings: a. Pisor Industries, Inc. b. Sharpe Products. c. Wagner, R & B, Inc.; a division of the Wagner Companies. TECHNOLOGY CENTER CONSTRUCTION -1- ATLANTA, GA

26 SECTION PIPE AND TUBE RAILINGS 2.02 METALS A. Steel and Iron: 1. Tubing: ASTM A 500 (cold formed) or ASTM A 513, Type 5 (mandrel drawn). 2. Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads. 3. Plates, Shapes, and Bars: ASTM A 36/A 36M. 4. Castings: Either gray or malleable iron, unless otherwise indicated. a. Gray Iron: ASTM A 48/A 48M, Class 30, unless another class is indicated or required by structural loads. b. Malleable Iron: ASTM A 47/A 47M. 5. Woven-Wire Mesh: Intermediate-crimp, 2-inch woven-wire mesh, made from inch nominal diameter wire complying with ASTM A MISCELLANEOUS MATERIALS A. Fasteners: Provide concealed fasteners, unless unavoidable or standard for railings indicated. 1. Steel Railings: Plated steel fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating. B. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. C. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer D. Grout and Anchoring Cement: Factory-packaged, nonshrink, nonmetallic grout complying with ASTM C 1107; or water-resistant, nonshrink anchoring cement; recommended by manufacturer for exterior use FABRICATION 2.05 FINISHES A. General: Fabricate railings to comply with design, dimensions, and details indicated, but not less than that required to support structural loads. B. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. C. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings. D. Form changes in direction by bending or by inserting prefabricated elbow fittings. E. Form curves by bending in jigs to produce uniform curvature; maintain cross section of member throughout bend without cracking or otherwise deforming exposed surfaces. F. Close exposed ends of railing members with prefabricated end fittings. G. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. H. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work, unless otherwise indicated. A. Steel and Iron: 1. Shop-Primed Galvanized Railings: After galvanizing, clean railings, treat with metallic-phosphate process, and apply primer to comply with SSPC-PA 1. TECHNOLOGY CENTER CONSTRUCTION -2- ATLANTA, GA

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