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10. ASTM A500-90a, "Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in ' <br /> Rounds and Shapes". <br /> 11. ASTM A572-92a, "Specification for High-Strength Low-Alloy Columbium-Vanadium Steels of Structural ' <br /> Quality". <br /> 12. ASTM A123-89a, "Specification for Zinc(Hot-Dip Galvanized)Coating on Iron and Steel Products". <br /> 13. Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation "Specification for ' <br /> Structural Joints Using ASTM A325 or A490 Bolts",November 1985. <br /> 14. Steel Structures Painting Council (SSPC) Volume 2, Systems and Specifications, "Steel Structures Painting ' <br /> Manual",4th Edition. <br /> 1.04 QUALITY ASSURANCE , <br /> A. Codes and Standards: Comply with the provisions of the following,except as otherwise indicated: <br /> 1. American Institute of Steel Construction(AISC),"Manual of Steel Construction-Allowable Stress Design". ' <br /> 2. American Institute of Steel Construction(AISC),"Specifications for Structural Steel Buildings". <br /> 3. American Institute of Steel Construction(AISC),"Code of Standard Practice for Steel Buildings and Bridges". , <br /> 4. American Welding Society(AWS)D1.1 "Structural Welding Code-Steel". , <br /> 5. Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation "Specification for <br /> Structural Joints Using ASTM A325 or A490 Bolts". ' <br /> 6. Steel Structures Painting Council(SSPC)Volume 2,4th Edition,Systems and Specifications,"Steel Structures <br /> Painting Manual". <br /> B. All shop and field welding shall be performed by personnel qualified according to Section 5.3 of AWS D1.1. <br /> 1.05 SUBMITTALS , <br /> A. Shop Drawings <br /> 1. Provide shop drawings of structural steel,based on design drawings. ' <br /> 2. Give necessary information for fabrication. Painting of structure,based on AISC specifications. Include size, <br /> camber and weight of members and type and location of all shop and field connections. ' <br /> 3. Do not fabricate until approved drawings are returned to Fabricator. <br /> 4. Submit in accordance with Section 01300. ' <br /> B. Welder's Certificates: Submit copies of shop and field welder's certificates to special inspector indicating <br /> certification in accordance with"AWS"reference specification. ' <br /> 1.06 PRODUCT DELIVERY,STORAGE AND HANDLING <br /> A. Deliver materials to coincide with related Work being performed. ' <br /> B. Store off ground in manner that will prevent rust, damage. Repair or replace all damaged steel to "as fabricated" <br /> condition. , <br /> 05100-2 No.99132-CP2 ' <br />