Level 2 framing interfaces with a hollow structural section outrigger measuring 6x6 spaced at eight feet on center, connecting to a supporting member via a full-depth shear tab where beams frame in perpendicularly. A bent plate edge form sits atop an HSS8x6x5/16 tube steel member, anchored with number four deformed bar anchors at eighteen inches on center. A cold-formed steel stud grid supports exterior layers, while a masonry veneer is carried by veneer support framing detailed on sheet S5.02. Metal composite panel support framing is provided per sheet S5.12, positioned above a storefront system with a deflection track installed by others.
LVL 2 FULL DEPTH SHEAR TAB WHERE BM'S FRAME IN PERP. BENT EDGE FORM HSS6x6 OUTRIGGER @ 8'-0" O.C. #4x2'-0" DEFORMED BAR ANCHOR @ 18" O.C. MASONRY VENEER CFS STUD GRID MCP - BY OTHERS HSS8x6x5/16 STOREFRONT W/ DEFLECTION TRACK - BY OTHERS VENEER SUPPORT SEE 8 S5.02 MCP PANEL SUPPORT FRAMING PER 5 S5.12
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