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4D <br />c� <br />40 <br />i <br />SECTION 5A - STRUCTURAL METAL CONNECTIONS <br />PART I - GENERAL <br />Structural steel shall conform to the latest editions of AISC specifications for the <br />design, fabrication and erection of structural steel. Material shall be type 316 <br />stainless steel. <br />2. Welded or bolted connections which develop the full strength of the members will <br />be permitted except where welded connections are specifically called for on the <br />drawings. All field welds shall be repainted with two coats of rust inhibiting paint <br />of the same brand and type as shop coat. <br />3. Furnish all anchors, clamps, bolts, screws, etc., required for the completion of the <br />work. After fabrication and installation round rough edges and corners in accessible <br />areas. <br />4. Connection bolts shall be 112" type 316 stainless steel unless otherwise noted on <br />drawings. <br />PART 2 - FINISHES <br />I. Structural bolts, plates and connections shall be type 316 stainless steel. <br />5p, u <br />