A seven-and-a-half-inch deep steel girder bears on a steel column and connects using two three-quarter-inch diameter A325 erection bolts. An embed plate measuring one-half by twelve inches by one foot four inches with four three-quarter-inch diameter by five-inch headed stud anchors at nine inches gauge secures the steel column to the concrete tilt-up panel. A three-inch by three-inch by quarter-inch angle brace measuring eight inches long ties the girder to the assembly. A three-quarter-inch by six-inch by six-inch stabilizer plate with a thirteen-sixteenth-inch diameter hole connects at the girders, left unwelded to the bottom chords typically unless otherwise noted.
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 (SPLIT PL IN HALF WHEN OCCURS AT JOINT) NOTE: DO NOT WELD BOTT CHORDS TO STABILIZER PL TYP, UNO 14" 2 1/4" TYP 1 1/2" 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"
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