A steel column supports a steel girder with a cap plate and stabilizer plates, with bottom chords left unwelded to the stabilizer plate unless noted otherwise. A 7-and-a-half-inch deep girder bearing end connects using two three-quarter-inch diameter A325 erection bolts, and a 5-inch deep joist bearing end connects using two half-inch diameter A325 erection bolts. Stabilizer plates measuring 6 inches by 3/8 inch by 0 feet 6 inches with a 13/16-inch diameter hole attach below, alongside 6-inch by 3/4-inch by 0-foot 6-inch stabilizer plates typical at girders. Fillet welds of 1/4 inch and 3/16 inch sizes secure the steel assembly beneath the metal roof deck.
STL CAP PL DO NOT WELD BOTT CHORDS TO STABILIZER PL (UNO) MTL ROOF DECK STL GIRDER STABILIZER PL 6"x3/4"x0'-6" TYP AT GIRDERS STL COL, SEE SCHED FOR SIZE TYP 1 1/2" STABILIZER PL 6"x3/8"x0'-6" W/ 13/16"Ø HOLE 7 1/2" DEEP GRIDER BRG END W/ (2) 3/4"Ø A325 ERECTION BOLTS 5" DEEP JST BRG END W/ (2) 1/2"Ø A325 ERECTION BOLTS 3/16 TYP 1/4 1/4 4 4 TYP 1/4 TYP
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