Cables run through one-inch diameter pipe sleeves cast into a concrete column sized per structural requirements. A stressing head secures the cable termination on the face of the column. Cables are spaced vertically with ten intervals at four inches, starting two and one-half inches above the landing slab level.
1" DIA. SLEEVE 3' - 6 1/2" 3' - 4" 10 SPACES @ 4" CONCRETE COLUMN PER STRUCTURAL RUN CABLE THROUGH PIPE SLEEVES, TYP. STRESSING HEAD 2 1/2"
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