A structural steel beam-to-column connection frames into a hollow structural section column size HSS6x6. A cap plate measuring 1/2 inch by 12 inches by 1 foot 0 inches tops the column support. A W18 beam connects via a plate measuring 3/8 inch by 10 inches by 1 foot 0 inches secured with four 3/4 inch diameter A325 slip-critical bolts at usual gauge. Additionally, L4x4x1/4 angles measuring 0 feet 8 inches each side are provided with erection bolts as required, paired with spandrel connections referenced from detail 2 on sheet S601.
W18 REF. PLAN HSS6x6 B B PL 3/8x10x1'-0" w/ (4) 3/4"Ø A325 SC BOLTS AT USUAL GAUGE L4x4x1/4x0'-8" EA. SIDE TYP. 1 1/2" TYP. 1 1/2" GAUGE USUAL SECTION A-A CL OF W18 BELOW SIM. CONDITION CAP PL 1/2" x12x1'-0" W12 REF. PLAN SPANDREL CONN. REF. 2/S601 ERECTION BOLT AS REQ'D. TYP. W18 REF. PLAN HSS6x6 B B PL 3/8x10x1'-0" w/ (4) 3/4"Ø A325 SC BOLTS AT USUAL GAUGE L4x4x1/4x0'-8" EA. SIDE TYP. 1 1/2" TYP. 1 1/2" GAUGE USUAL SECTION A-A CL OF W18 BELOW SIM. CONDITION CAP PL 1/2" x12x1'-0" W12 REF. PLAN SPANDREL CONN. REF. 2/S601 ERECTION BOLT AS REQ'D. TYP.
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