A concrete tilt-up panel connects to a steel column via a 1/2-inch by 12-inch by 1-foot-4-inch embed plate secured with four 3/4-inch diameter by 5-inch heavy stud anchors at 9-inch gauge on each column. A 7-1/2-inch deep girder bears on the steel column cap plate and is fastened with two 3/4-inch diameter A325 erection bolts, supplemented by a 3-inch by 3-inch by 1/4-inch angle brace measuring 8 inches long. A stabilizer plate measuring 3/4 inch by 6 inches by 6 inches with a 13/16-inch diameter hole connects at the girders, left un-welded to the bottom chords unless noted otherwise. Fillet welds of 3/16-inch and 1/4-inch sizes secure the structural steel connections as indicated by standard weld symbols.
CONC TILT-UP PANEL, SEE SCHEDS AND ELS REVEAL OR RECESS (WHERE OCCURS) SEE ARCH PLANS FOR MORE INFO (3/4" MAX) SEE ARCH FOR TOP OF PANEL REQD STL COL STL CAP PL EMBED PL: 1/2"x12"x1'-4" W/ (4) 3/4"Ø x 5" HSA AT 9" GA AT EA COL SEE DET WHEN OCCURS AT PANEL JOINT NOTE: DO NOT WELD BOTT CHORDS TO STABILIZER PL TYP, UNO 1'-4" 3/16 TYP 3/16 TYP 3/16 1/4 TYP 1/4 4 4 TYP 3/16 3/16 STABILIZER PL: 3/4"x6"x0'-6" W/ 13/16Ø HOLE, TYP AT GIRDERS 7 1/2" DEEP GIRDER BRG END W/ (2) 3/4"Ø A325 ERECTION BOLTS ANGLE BRACE: L3x3x1/4 x 0'-8" AT GIRDER TYP 1" 1 1/2" 1'-1" / (3 S702)
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