A steel girder frames into a concrete tilt-up wall panel utilizing a half-inch by twenty-eight-inch by eighteen-inch embed plate secured with twelve three-quarter-inch diameter by five-inch headed stud anchors at each joist location. A six-by-six-by-half-inch by twelve-inch long joist bearing angle with a three-eighths-inch stiffener at the center supports the steel deck and girder assembly. The structural connection incorporates three-sixteenths-inch and quarter-inch fillet welds alongside scheduled horizontal panel reinforcement or one continuous number five bar at the deck bearing. Below, a six-by-four-by-five-sixteenth-inch steel angle connects with two three-quarter-inch diameter expansion bolts spaced at five inches on center.
TYP. 3/16" TYP. 3/16" TYP. 3/16 4 TYP. 1/4 1/4 ANGLE TO EMBED 5/16" STEEL GIRDER STEEL DECK CONC TILT-UP WALL PANEL 6x6x1/2 x 12" LONG JOIST BEARING ANGLE w/ 3/8" STIFFENER @ CENTER 1/2"x28"x18" EMBED PLATE w/ (12) 3/4" DIA x 5" HSA @ EA JST SCHEDULED HORIZ PANEL REINF OR (1) #5 x CONT. MIN. AT DECK BEARING 6x4x5/16 STEEL ANGLE WITH (2) 3/4"Ø EXPANSION BOLTS AT 5" O.C.
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