A structural steel beam frames into a column web using a shear tab sized per schedule, with edge distance and bolt spacing following AISC specifications. Three-quarter-inch top and bottom plates are provided, though half-inch plates are used for W10x or smaller beams. A second row of bolts occurs where required by design. The connection follows non-moment connection notes.
SHEAR TAB - SEE SCHED (FOR EDGE DISTANCE & BOLT SPACING SEE AISC SPECIFICATIONS, TYP) SEE "NON-MOMENT CONN NOTE" NO. 4 3/4" PLATE T&B (USE 1/2" PLATES FOR W10x OR SMALLER BEAMS) SEE SCHED 2ND ROW OF BOLTS WHERE OCCURS
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