An HSS strongback is aligned with a cold-formed steel stud wall beyond, supported by an estimated HSS8x6x5/16 outrigger pending MCP configuration. An HSS6x6x1/2 outrigger is spaced at eight feet on center and tied back with an angle brace. Number four deformed bar anchors at two feet zero inches in length are spaced at eighteen inches on center at the Level 2 slab. Connection angles measuring L5x5x1/2 by zero feet four inches are located on each side of the hollow structural section, welded with three-sixteenths inch fillet welds. The final connection is to be determined with further information referenced on sheet S5.12.
LVL 2 2 S5.12 CFS STUD BEYOND HSS STRONGBACK FINAL CONN. TO BE DETERMINED - FOR MORE INFORMATION SEE HSS PER #4x2'-0" DEFORMED BAR ANCHOR @ 18" O.C. HSS6x6x1/2 OUTRIGGER @ 8'-0" O.C. 4 S5.13 ESTIMATED HSS8x6x5/16 (PENDING MCP CONFIGURATION) STOREFRONT ASSEMBLY BY OTHERS GRID L5x5x1/2x0'-4" EA. SIDE OF HSS 3/16
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