A structural steel angle L4x4x3/8 by 0'-6" long connects the curtain wall mullion laterally to the structural framing, accommodating a maximum lateral force of plus or minus 7.46 kips. The slab on metal deck connects per detail 1/S55-00, while a kicker brace spaced at 6'-0" on center maximum connects to the beam web per detail 2/S55-00 with three-sixteenths inch fillet welds. The curtain wall mullion and its lateral connection are provided by others where applicable.
W=±7.46k (MAX.) SLAB ON MTL DECK CONN. PER 1 S55-00 KICKER @ 6'-0" O.C. MAX. PER 2 S55-00 L4x4x3/8x0'-6" AT MULLION LATERAL CONN. MULLION LATERAL CONN. BY OTHERS (WHERE OCCURS) CURTAIN WALL BY OTHERS 3/16 3/16"
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