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SECTION 05400 <br /> COLD-FORMED METAL FRAMING <br /> PART 1: GENERAL <br /> 1.01 APPLICABLE DOCUMENTS <br /> A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these <br /> Specifications,apply to the Work of this Section. <br /> ' 1.02 SUMMARY <br /> A. Section includes: Steel stud framing for non-load bearing exterior walls and fascias,shown on the Drawings. <br /> ' B. Related work specified in other sections: <br /> 1. Metal studs for interior partitions-Section 09250. <br /> 1.03 QUALITY ASSURANCE <br /> ' A. Reference Specifications <br /> 1. Metal Lath/Steel Framing Association-"Steel Framing Systems Manual'. <br /> 2. American Iron and Steel Institute (AISI) - "Specification For the Design of Cold Formed Steel Structural <br /> Members", 1980 edition. <br /> ' 1.04 SUBMITTALS <br /> A. Provide Shop Drawings indicating fastening methods,stud and bracing placement,member sizes. <br /> ' B. Provide manufacturer's descriptive literature. <br /> 1 PART 2: PRODUCTS <br /> ' 2.01 STRUCTURAL STEEL STUDS <br /> A. Manufacturer: Clark Steel Framing Systems,Dietrich Industries or equal. <br /> ' B. Steel Studs: 6"deep,type CSJ, 16 gauge,A=.555 int,Ix=2.83 ire, Sx=.95&,Rx=2.26in,ASTM A-653,structural <br /> steel quality,grade 50, [345]Class 2. <br /> C. Track: Unpunched deep leg, 18 gauge;ASTM A653,structural steel quality,grade 33. <br /> D. Bridging: N-2-1/2 x 16 gauge. <br /> ' E. Finish: G60 coating per ASTM A653. <br /> 05400-1 No.99132-CP2 <br />