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' <br /> ' G. Cement Grout: Portland cement(ASTM C 150,Type I or Type III)and clean,uniformly <br /> graded, naturai sand(ASTM C 404, Size No.2). Mix at a ratio of 1.0 part cement to 3.0 <br /> , parts sand,by votume,with minimum water required for ptacement and hydration. <br /> H, Metaliic Shrinkage-Resist�nt Grout: Premixed factory-packaged fenous aggregate grouting <br /> , compound. <br /> 2.2 FABRICATION <br /> , A. Shop Fabrication and Assembly: Fabricate and assemble structural assemblies in shvp to <br /> greatest elctent possible. Fabrica#e items of structural steel in accordance with AISC <br /> Specifications and as indicated on final shop drawings. Provide camber in structural <br /> ' members where indicated. <br /> 1. Properly mark and match-mark materials for field assembly. Fabricate for delivery <br /> ' sequence tiiat will expedite erection and minimize field handling of matcrials. <br /> 2. Provide unfinished threaded fasteners for only bolted connections of secondary <br /> framing members to primary members(including purlins,girts,and other framing <br /> ' members taking only nominal stresses} and for temporary bracing to faciiitate <br /> erection. <br /> , B. High-Strength Bolted Construction: Install high-strength threaded fasteners in accordance <br /> with AISC "Spec�cations for Structural Joints using ASTM A325." <br /> ' C. Welded Construction: Comply with AWS Code for procedures,appearance and quality of <br /> welds,and metheds used in con�ecting welding work. <br /> ' D. Holes for Other Work: Provide holes fequired for securing other work to structuraI steel <br /> framing and for passage of other work through steeI framing members,as shown on final <br /> shop drawings. <br /> ' E. Cut,drilI,or punch holes perpendicularto metal surfaces. Do not flame�ut holes or enlarge <br /> holes by burning. Drill holes in bearing plates. <br /> , F. Painting: Provide a one-coat, shop-applied paint system complying with Steel Structures <br /> Painting Council{SSPC)Paint System Guide No. 7,00. <br /> 2.4 SOURCE QUALITY CONTROL <br /> ' A. Gener$1: Materials and fabrication procedures are subject to inspection and tests in mill, <br /> shop,and field,conducted by a qualified inspection agency. Such inspections and tests will <br /> not relieve Contractor of responsibi�ity for providing materials and fabrication procedures <br /> , in compliance with specified requirements. <br /> 1. Promptly zemove s.nd replace materials or fahricated components ti�at do not comply. <br /> , B. Design of Members and Connections: Details shown are ty}�ical;similar details apply to <br /> similar conditions,unless otherwise indicated. Verify dimensions at site w&enever possible <br /> ' without causing delay in the work. <br /> 1. Promptly notify Architect or Engineer whenever design of inembers and <br /> , connections for any portion of strueture are not cleazly indicated. <br /> STRUCTLTRAL STEEL Page 3 OF 5 <br /> ' <br />