An estimated HSS8x6x5/16 structural tube supports an HSS6x6 outrigger spaced at eight feet on center, which connects back to the framing via a full-depth shear tab where perpendicular beams frame in. A bent plate edge form sits below the level two slab, anchored by number four deformed bar anchors at eighteen inches on center. A Fero Fast steel plate and thermal bracket assembly carries a continuous ledger angle and supports masonry veneer per architectural drawings. Three-quarter-inch threaded anchor bolts welded to the exterior face of the bent plate secure the Fero Fast bracket at four feet on center with a thermal isolation pad. A metal composite panel system mounts below on a continuous three-by-three-by-three-eighths-inch angle placeholder with three-quarter-inch threaded anchor bolts at four feet on center. A storefront with a deflection track sits below the panel assembly as provided 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. FERO FAST THERMAL BRACKET & LEDGER ANGLE FERO FAST STL 3/4"* THR'D A.B. FOR FERO FAST BRACKET CONN. - WELDED TO EXT. FACE OF BENT @ 4' -0" O.C. MASONRY VENEER - PER ARCH. CFS STUD GRID MCP - BY OTHERS THERMAL ISOLATION PAD FINAL MCP CONN. CONFIGURATION TO BE DETERMINED - L4x4x3/8 CONT. T&B W/ 3/4"* THR'D A.B. @ 4'-0" O.C. SHOWN AS A PLACEHOLDER ESTIMATED HSS8x6x5/16 (PENDING MCP CONFIGURATION) STOREFRONT W/ DEFLECTION TRACK - BY OTHERS
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