An HSS8x6x5/16 estimated member pending MCP configuration connects to an HSS6x6x1/2 outrigger spaced at eight feet zero inches on center. The assembly incorporates an HSS strongbacked by cold-formed steel studs beyond, tied to the grid with angles sized L5x5x1/2 by zero feet four inches on each side of the hollow structural section. A three-sixteenths inch weld connects the members near Level 2, where number four deformed bar anchors at eighteen inches on center tie into the construction. A storefront assembly by others is located below, and final connections are subject to determination per drawing 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. 6 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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