Text on the drawing
MOMENT FRAME COL PER ELEVATION CLR 2" CLOSED TIES PER SECTION TYP 2" CLR WELDED REBARS (T&B) EA SIDE OF COLUMN PER SCHEDULE CONT (T&B) REBARS PER SCHEDULE #4 CLOSED TIES AROUND COLUMN PER SECTION CONT PL3/4 (T&B) EA SIDE OF COLUMN WEB CENTERED ON WELDED REBARS SECTION B-B 5/16 5/16 TYP CJP, TYP CJP, TYP TYP 6" 6"
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