An edge beam supports a floor deck per plan with a 3/8-inch closure plate at the exterior wall condition. Wall studs align where they occur, tied with a clip angle per wall stud details. A number 4 ASTM A706 rebar is welded to the closure plate. Allowable stress design loads are limited to 340 plf maximum for Px and 420 plf maximum for Py.
2" MIN 1'-0" MAX CLOSURE PL 3/8" EDGE BEAM PER PLAN 3/16 2-12 3/16 2-12 2' - 4" #4 ASTM A706 REBAR WELDED TO CLOSURE PLATE (SEE ALT ) DECK PER PLAN 1/4 CLIP ANGLE PER WALL STUD DETAILS WALL STUDS WHERE OCCUR 3/4" CLR / - 1F . Px = 340 plf MAX (ASD) . Py = 420 plf MAX (ASD) 6" MAX 1C DECK PARALLEL TO BEAM - INTERIOR CONDITION 1D FLOOR DECK PARALLEL & PERPENDICULAR TO BEAM - EXTERIOR CONDITION/WHERE WALL STUDS OCCUR
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