Single and double rows of three-quarter inch diameter shear studs welded to a steel beam top flange. The double row layout indicates a three inch minimum spacing between rows with four and one-half inch minimum edge and twenty-four inch maximum longitudinal spacing. The single row layout maintains a four and one-half inch minimum end spacing and a twenty-four inch maximum spacing. Stud lengths are coordinated per the steel deck schedule.
PLAN (DOUBLE ROW) PLAN (SINGLE ROW) NOTES: 1. SEE GENERAL NOTES, "SHEAR CONNECTORS" FOR ADDITIONAL INFORMATION. 2. SEE STEEL DECK SCHEDULE FOR STUD LENGTHS. BEAM TOP FLANGE 3/4"Ø STUDS TYP UON 4 1/2" MIN 24" MAX 4 1/2" MIN 24" MAX 3/4"Ø STUDS TYP UON 1 1/2" MIN 1 1/2" MIN 3" MIN
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