A steel girder bears onto a 1-inch thick by 30-inch wide by 14-inch long steel embed plate anchored to concrete tilt-up panels with eight 3/4-inch diameter by 5-1/2-inch HSA anchors. A 3/8-inch by 6-inch steel plate bridges across the joint, secured with one 3/4-inch diameter A325 bolt in a long slotted hole oriented parallel to the tilt-up panel. An L6x6x3/8 angle measuring 0'-8" long is welded with a 3/16-inch fillet weld to the embed assembly. The structural steel girder connects via a 5/16-inch fillet weld and a 1/4-inch fillet weld.
6" 2" 6" 3/16 4 CONC. TILT-UP PANEL L6x6x3/8 x 0'-8" w/ PANEL JOINT 3/8"x6"x LENGTH REQUIRED STEEL PLATE TYP. 5/16 STEEL GIRDER TYP. 1/4 (1) 3/4" DIA A325 BOLT IN LONG SLOTTED HOLE PARALLEL TO THE TILT-UP PANEL 1" x 30" x 14" EMBED PLATE w/ (8) 3/4"Ø x 5-1/2" HSA. TYP. 4" 2"
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