Metal deck support conditions run parallel and perpendicular to deck flutes against a concrete panel. A continuous L5x5x5/16 angle is welded with quarter-inch fillet welds to an embed plate measuring three-eighths by nine by nine inches. The embed plate is secured with four three-quarter-inch diameter by six-inch headed stud anchors spaced at thirty-two inches on center, positioned a minimum of four and one-half inches from the panel edge. A half-inch diameter by thirty-six-inch deformed bar anchor is spaced at eighteen inches on center minimum to match diaphragm reinforcement spacing. The connection accommodates deck support between beams.
1 1/2" 6" 1 1/2" 1 1/2" 6" 1 1/2" EMBED PL 3/8"x9"x0'-9" W/ (4) 3/4"Ø x 6" HSA AT 32"oc ((4) MIN BTWN BM ENDS). PLACE EMBED A MIN 4 1/2" FROM EDGE OF PANEL DB ANGLE (LLH) L5x5x5/16 x CONT PARALLEL TO DECK FLUTES 1/4 1/4 TYP 1/2"Ø x 36" DBA SPACED TO MATCH DIAPHRAGM REINF SPACING, SEE SCHED. 18" oc MIN. DB ANGLE L5x5x5/16xCONT PERP TO DECK FLUTES 1/4 1/4 TYP
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