A steel joist bears onto a concrete tilt-up wall panel using a WT4x15.5x4-inch joist bearing seat welded to a 1/2-inch by 12-inch by 16-inch embed plate with six 3/4-inch diameter by 5-inch HSA anchors at each joist. A deck bearing angle is fastened to the concrete wall panel with 3/4-inch by 5-inch Titen HD anchors at 24 inches on center supporting a steel deck. Scheduled horizontal panel reinforcement or one continuous #5 reinforcing bar is provided at the deck bearing. A inset plan detail indicates bridging between joists.
SCALE: 3 S5.1 BRIDGING DETAIL N.T.S. TYP. 3/16" 3/16" NOTE: SEE DETAIL 5/S5.1 FOR CONNECTION @ PANEL JOINT. TYP. 3/16" TYP. 1/8" 1/8" 2" 2" TYP. 1/4 1/4 ANGLE TO EMBED 5/16" STEEL JOIST STEEL DECK CONC TILT-UP WALL PANEL SEE PLAN BTWN JSTS WT4x15.5x4" JOIST BEARING SEAT 1/2"x12"x16" EMBED PLATE w/ (6) 3/4" DIA x 5" HSA @ EA JST SCHEDULED HORIZ PANEL REINF OR (1) #5 x CONT. MIN. AT DECK BEARING DECK BEARING ANGLE PER SCHEDULE FASTEN TO PANEL w/ 3/4"x5" TITEN HD @ 24" O.C.
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