Text on the drawing
EXTEND SHEAR PL FOR INTERSECTING BEAM TO BOTTOM FLANGE EA SIDE, WHERE NO INTERSECTING BEAM OCCURS, PROVIDE STIFF PL 1/4 x d/2 MIN EA SIDE PL 3/8 x (HSS WIDTH)+1" WIDE, CENTERED ON HSS EA SIDE 3/4"DIA ERECTION BOLT TOP CONNECTION TYP 5/16 5/16 TYP B MAX 1/2" GAP d 6"
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