An open web steel joist bears on a WT6x20 by six-inch joist bearing seat attached to a concrete tilt-up wall panel. The wall panel features a one-half-inch by twelve-inch by eighteen-inch embed plate secured with nine three-quarter-inch diameter by five-inch heavy stud anchors at each joist location. Scheduled horizontal panel reinforcement or one continuous number five reinforcing bar runs at the deck bearing. A steel deck bears atop the joist and is supported by a deck bearing angle fastened to the panel with three-quarter-inch by five-inch Titen HD anchors at twenty-four inches on center.
NOTE: SEE DETAIL 8/S501 FOR CONNECTION @ PANEL JOINT. STEEL JOIST STEEL DECK CONC TILT-UP WALL PANEL SEE PLAN 1/2"x12"x18" EMBED PLATE w/ (9) 3/4" DIA x 5" HSA @ EA JST SCHEDULED HORIZ PANEL REINF OR (1) #5 x CONT. MIN. AT DECK BEARING WT6x20x 6" JOIST BEARING SEAT DECK BEARING ANGLE PER SCHEDULE FASTEN TO PANEL w/ 3/4"x5" TITEN HD @ 24" O.C.
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