This connection details a structural steel beam framing into a column flange using a single plate shear tab. The shear tab is sized per schedule with edge distance and bolt spacing conforming to standard AISC specifications. A second row of bolts is provided where indicated by the non-moment connection notes. Typical clearances and dimensional limits are specified for the web and flange interfaces.
2ND ROW OF BOLTS WHERE OCCURS SEE "NON-MOMENT CONN NOTE" NO. 4 SHEAR TAB - SEE SCHED (FOR EDGE DISTANCE & BOLT SPACING SEE AISC SPECIFICATIONS, TYP) SEE SCHED TYP 1/2" 1-3/4" MAX 1-1/2" MIN 3" TYP
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