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, <br /> ' G. Cement Grout: Portland cement{ASTM C 154,Type I or Type IIn and clesn,uniformly <br /> graded,natucal sand(ASTM C 404, Size No.2). Mix at a rado of 1 A part cement to 3.0 <br /> ' pazts sand,by volume,with minimunn water required for placement and hydration. <br /> H. Metalfic Shrinkage-Resistant Grout:Premiared factory-packaged ferrous aggregate grouting <br /> � compound. <br /> 2.2 FABRICATION <br /> � A. Shop Fabrication and Assennbly: Fabricate and assemble structural assemblies in shop to <br /> greatest extent possibte. Fabricate items of structural steel in accordance with AISC <br /> Specifications a�nd as indicated on final shop drawings. Provide camber in structural <br /> ' mennbers where indicated. <br /> 1. Properly mark and match-mark materials for field assembly. Fabricate for delivery <br /> � sequence that will expedite erection and minimize field handling of materials. <br /> 2. Provfde unfmished threaded fasteners for only bolted connections of secondary <br /> framing members to primary members(including purlins,girts,and other framing <br /> ' members taking only �ominal stresses} and for tennporary bracing to facilitate <br /> erection. <br /> � B. High-Strength Bolted Construction: Install high-strength threaded fasteners in accordance <br /> with AISC "Specifications for Structural Joints using ASTM A325." <br /> , C. Welded Construction: Comply with AWS Code for proced�res,appearance and quality of <br /> welds,and methods used in con�ecting welding work. <br /> ' D. Holes for Other Wark: Provide holes fequired for securing other work to structuraI steel <br /> framing and for passage of other work through steel framing members,as shown on final <br /> shop drawings. <br /> � E. Cut,drill,or punch holes perpendicular to metal surfaces. Do not flame�ut holes or enlarge <br /> holes by burning. Drill hales in bearing plates. <br /> ' F. Painting: Provide a one-coat,shop-applied paint system complying with Steel Struetures <br /> Painting Council{SSPC)Paint System Guide No.7,00. <br /> 2.4 SOURCE QUALITY CONTROL <br /> , A. General: Materials and fabrir,ation procedures are subject to inspection and tests in mill, <br /> shop,and field,canducted by a qualified inspection agency. Such inspections and tes�ts will <br /> not relieve Contractor of responsibility for providittg materials and fabrication procedures <br /> � in compliance with specified requirements. <br /> i. Promptty remove and replace materials or fabricated components that do not comply. <br /> � B. Design of Members and Connections: Details shown are typical;similaz details apply to <br /> similar conditions,unless otherwise indicated. Verify dimensions at site whenever possible <br /> , without causing delay in the worlc. <br /> 1. Pxomptly notify Architect or Engineer whenever design of inembers and <br /> � connections for any portion of structure are not clearly indicated. <br /> STRUCTURAL STEEL Page 3 OF 5 <br /> � <br />