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40 <br />SECTION 5A -.SIRUCTURAL -.STRUCTURALMETAL CONNEUMNS <br />PART 1 -GENERAL <br />l <br />1. 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 />f be permitted except where welded connections are specifically called for on the <br /># drawings <br />1 3. Furnish all anchors, clamps, bolts, screws, etc„ required for the completion of the <br />l work. After fabrication and installation round rough edges and corners to accessible <br />areas. <br />i 4. Connection bolts shall be 1/2" type 316 stainless steel unless otherwise noted on <br />4 drawings. <br />l PART 2 - FINISHES <br />1. Structural bolts, plates and connections shall be type 316 stainless steal. <br />i, <br />L. <br />L <br />L <br />L <br />L <br />L <br />5A - 1 <br />