Plan layout requirements for three-quarter inch diameter shear studs welded to steel beam top flanges. Layout dimensions apply to both single row and double row configurations, including a four and one-half inch minimum and twenty-four inch maximum longitudinal spacing. Transverse dimensions specify a three inch minimum spacing for double rows and one and one-half inch edge distances. General notes direct the builder to reference steel deck schedules for stud lengths and general notes for additional requirements.
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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