A sloping roof deck spans from a wide flange support beam up to a hollow structural section edge beam at the roof level. A continuous bent plate at the edge is welded to the hollow structural section with a three-sixteenths inch fillet weld spaced at three inches on center, with the plate extended to the far flange edge. A continuous four-by-four-by-one-quarter-inch angle runs at the hollow structural section beyond, serving as a ledger connected with a three-sixteenths inch fillet weld.
ROOF LEVEL 38'-7" L4x4x1/4 CONT ANGLE AT HSS BEYOND 16 S1.04C HSS EDGE BEAM - SEE PLAN SLOPING ROOF DECK - SEE PLAN CONT BENT PL AT EDGE - SEE SECTION DETAIL 3/16 3@12 LEDGER TO HSS TYP 3/16 BENT PL TO HSS BEAM - SEE PLAN CP EXTEND PL TO FAR FLANGE EDGE
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