A structural steel framing assembly at a mechanical pad edge features a concrete slab over a metal deck supported by a steel beam. A three-quarter-inch plate is provided, with members cut to match the roof slope taper as required. A continuous L5x3x1/4 angle supports the metal deck, and a wall system is provided by the steel stud supplier. Welds are specified as three-sixteenth-inch fillet welds at two-to-twelve spacing typically, with five-sixteenth-inch welds at connections. Built-up wide flange and collector beam connections at columns beyond are detailed per referenced sheets S802 and S252.
BM 3/16 2-12 TYP S601 7 TYP 3/16 2-12 MTL DECK WALL SYSTEM BY STL STUD SUPPLIER STL BM 5/16 5/16 3/4" PL CUT MEMBER TO MATCH SLOPE TAPER ACCORDING TO ROOF SLOPE CONC OVER MTL DECK 8 1/2" MIN COLLECTOR BEAM CONN AT COL BYND PER DET , UNO / (1 S252) L5x3x1/4xCONT LLH BUILT-UP WT CONN AT COL BYND PER DET / (1 S802) BM 3/16 2-12 TYP S601 7 TYP 3/16 2-12 MTL DECK WALL SYSTEM BY STL STUD SUPPLIER STL BM 5/16 5/16 3/4" PL CUT MEMBER TO MATCH SLOPE TAPER ACCORDING TO ROOF SLOPE CONC OVER MTL DECK 8 1/2" MIN COLLECTOR BEAM CONN AT COL BYND PER DET , UNO / (1 S252) L5x3x1/4xCONT LLH BUILT-UP WT CONN AT COL BYND PER DET / (1 S802)
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