Post-tensioned concrete slab edge incorporating an anchor casting secured to the formwork with nails and a grommet, maintaining a sixteen-inch minimum extension for the stressing tail. The assembly includes number four top and bottom backup reinforcing bars tied directly to the anchor, supported by chairs spaced at three feet on center maximum. Support bars are placed forty-two inches on center maximum beneath greased and plastic-wrapped strands. A one-inch maximum clearance is maintained at the anchor casting, with one and a half inches of clear cover.
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