(2) L6x4x3/8x0'-4" (LLV) EXTEND ANGLE LENGTH TO OVERLAP STEEL BEAM REF PLAN T/ SLAB REF PLAN CONCRETE SLAB ON METAL DECK REF PLAN L3x3x1/4 KICKER TO TOP FLANGE OF ADJACENT BEAM 5/16" STIFFENER PL, CENTERED ON WIND GIRT BRACE REF PLAN HSS POST/COLUMN REF PLAN AND SCHEDULE HSS POST/COLUMN REF PLAN AND SCHEDULE L3x3x1/4, EA SIDE OF HSS, W/ (1) 3/4" Ø 2" MIN. 3" MINIMUM
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