A. The work under this section consists of furnishing and installing gauge steel framing and bracing as indicated on the drawings and as specified.
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1 SECTION LIGHT GAUGE STEEL FRAMING SYSTEM PART 1 GENERAL 1.1 SUMMARY A. The work under this section consists of furnishing and installing gauge steel framing and bracing as indicated on the drawings and as specified. B. Related work: 1. Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these specifications. 2. Section 05120: Structural Steel. 1.2 DESCRIPTION OF WORK A. Definition: Light Gauge Steel Framing includes structural components of coldformed metal framing constructed at the project site as shown on the drawings and specified herein including: 1. Exterior wall framing. 2. Interior wall and partition framing. 3. Miscellaneous ceiling framing. B. The extent of light gauge steel framing is shown on drawings, including schedules, notes and details to show size and location of members, typical connections and treatments required. C. Coordination: It is the responsibility of every subcontractor to cooperate with the contractor and other subcontractors to prepare coordinated drawings in areas of congestion and to apprise themselves of the requirements of other trades that affect their work. D. Fit framing work to other work; scribe and cope as required for accurate fit. Correlate location of bridging, blocking, and similar supports to allow attachment of other work. E. All bridging and bracing, including erection bracing, required for the finished product shall be designed and furnished. Bracing required for horizontal wind loads shall be designed for loads indicated on the drawings and specifications, and as required by applicable codes. F. All framing connections shall be designed and furnished. Connections shall be designed for all loading conditions, including uplift and reactions from horizontal wind load transfer. LIGHT GAUGE STEEL FRAMING SYSTEM
2 1.3 REFERENCE STANDARDS A. The following documents of the issue in effect as of the date of material procurement, referred to thereafter by basic designation only, form a part of this specification to the extent indicated by reference thereto. 1.4 SUBMITTALS 1. American Iron and Steel Institute: Specifications for the Design of Cold- Formed Steel Structural Members. 2. American Society for Testing and Materials: ASTM A 446, Specification for Steel Sheet, Zinc Coated (Galvanized) by the Hot-Dip Process, Physical (Structural) Quality. Grade C, Galvanizing: G-60 coating class. 3. American Welding Society: AWS D1.0, Code for Welding in Building Construction and ANSI Z49.1, Safety in Welding and Cutting. A. Product Data: Submit technical data covering materials, shapes, hardware, fabrication process, handling, and erection. B. Shop Drawings: Submit shop drawings showing shapes and dimensions of members to be used, including pitch, span, chamber configuration, and spacing of each type of configuration. Show all bearing and anchorage details. Specify and detail all supplemental framing, strapping, complete bracing, bracing clips, bridging and other miscellaneous components required for proper installation and to satisfy all design requirements. Shop drawings and calculations must be prepared, sealed, and dated by an engineer registered in the State of Alabama and submitted for approval. C. Furnish certification demonstrating that connections have been physically tested at a testing facility to support values used in design. 1.5 DELIVERY, STORAGE AND HANDLING A. Handling and Storage: Handle and store materials and accessories with care, and in accordance with manufacturer s instructions to avoid damage from bending, overturning, moisture and other causes. Storage shall be off-ground in a dry, ventilated space or protected with waterproof coverings. B. Delivery: Time delivery of framing products to avoid extended on-site storage and to avoid delaying work of other trades whose work must follow. PART 2 - PRODUCTS 2.1 FRAMING COMPONENTS A. Design, analysis, and computation of section properties shall be in conformance with the specification for the Design of Cold-Formed Steel Structural Members of the American Iron and Steel Institute. LIGHT GAUGE STEEL FRAMING SYSTEM
3 B. All galvanized structural members shall be formed from steel that corresponds to the requirements of ASTM A 653. C. All steel members shall be galvanized with G-60 coating minimum. 2.2 FASTENERS A. Framing components shall be fastened to each other by screws as recommended by the manufacturer. PART 3 - EXECUTION 3.1 FABRICATION A. All metal framing shall be erected in accordance with the current printed instructions of the approved subcontractor or fabricator. B. All framing components shall be straight and true prior to fabrication. Flattening or straightening of components shall be done by a process not injurious to materials. C. All framing components shall be cut neatly to fit against abutting members. D. Provide all angles, clips, and other miscellaneous pieces necessary to attach other materials to light gauge framing. E. All components shall be set square in line and shall be held firmly in position until properly fastened. F. All components shall be joined by screws. G. Finished assemblies shall be free from twists, bends, or open joints with all members straight, square, and true to line. H. All light gauge trusses shall be shop fabricated. Field fabrication will not be allowed. 3.2 ERECTION A. All light gauge steel framing shall be erected by approved methods using equipment of adequate capacity to safely perform the work. B. The contractor is responsible for checking dimensions and assuring fit of all members before erection begins. C. All work shall be erected plumb and level and to dimensions, spacing, and elevations indicated on the drawings. D. Members shall be of size and spacing shown on the approved shop drawings. LIGHT GAUGE STEEL FRAMING SYSTEM
4 E. Provide temporary bracing as required. F. Install permanent bracing and related components to withstand live and dead loads, wind uplift, material wind loads, and to comply with other indicated requirements. END OF SECTION LIGHT GAUGE STEEL FRAMING SYSTEM
5 LIGHT GAUGE STEEL FRAMING SYSTEM
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