Structural framing and tie-back alignment for an exterior wall assembly using hollow structural section members. An HSS column and HSS beams are tied to concrete construction via embed plates per structural drawings. MPP-1 stiffeners are spaced at equal intervals along the vertical span, with stiffener spacing adjusted to ensure the tie-back hits the HSS beam rather than the concrete column. An MF-2 flashing cap caps the assembly at the exterior edge.
1 C D SLOPE B D.2 1 A8.41 ———————— 3' - 11 1/2" 1' - 0 1/2" HSS BEAM PER STRUCT EMBED PLATE PER STRUCT EQ EQ CLR 2 1/2" CLR 2 1/2" 6' - 0" 1' - 0" EMBED PLATE PER STRUCT 19' - 1" V.I.F. HSS BEAM PER STRUCT MPP-1 STIFFNER, TYP HSS COLUMN PER STRUCT MF-2 FLASHING CAP 1' - 11" 1' - 11" 4" 4" 3' - 0" EQ EQ EQ ADJUST STIFFNER SPACING SO TIE- BACK HITS BEAM AND NOT CONC. COLUMN
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