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SECTION 05100 <br /> STRUCTURAL 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: Furnish and erect structural steel framing as shown on the Structural Drawings. <br /> ' B. Related work specified in other sections: <br /> ' 1. Grouting of base plates-Section 03600. <br /> 2. Metal joists-Section 05200. <br /> ' 3. Metal decking-Section 05300. <br /> 4. Cold formed metal framing-Section 05400. <br /> ' 5. Metal fabrications-Section 05500. <br /> ' 6. Fireproofing-Section 07250. <br /> 1.03 REFERENCES <br /> A. The following specifications and standards are incorporated by reference. Materials and operations shall comply <br /> with requirements of latest issue of published reference. Where provisions of these Project Specifications are at <br /> variance with those reference specifications,the maximum criteria or requirements shall govern. <br /> ' 1. American Institute of Steel Construction(AISC), "Manual of Steel Construction-Allowable Stress Design", <br /> 9th Edition and LRFD 2nd Edition. <br /> 2. American Institute of Steel Construction(AISC), "Specification for Structural Steel Buildings",June 1989. <br /> 3. American Institute of Steel Construction(AISC),"Code of Standard Practice for Steel Buildings and Bridges", <br /> ' Adopted 1986. <br /> 4. American Welding Society(AWS)D1.1-88,"Structural Welding Code:Steel". <br /> ' 5. ASTM A36-91,"Specification for Structural Steel". <br /> 6. ASTM A53-90b,"Specification for Pipe,Steel,Black and Hot-Dipped,Zinc-Coated,Welded and Seamless". <br /> ' 7. ASTM A307-92a,"Specification for Carbon Steel Bolts and Studs,60,000 PSI Tensile Strength". <br /> 8. ASTM A325-92a, "Specification for Structural Bolts, Steel, Heat Treated, 120/105 KSI Minimum Tensile <br /> Strength". <br /> 9. ASTM A490-92a, "Specification for Heat-Treated Steel Structural Bolts 150 KSI Minimum Tensile Strength. <br /> 05100-1 No.99132-CP2 <br />