A post-tensioned tendon terminates at an anchor head embedded within the concrete edge, extending outward with a bare stressing tail. Two continuous number four backup bars and support bars as required are positioned behind the anchorage. Reinforcing hairpins consisting of number three bars at thirty inches long are detailed around the tendon along with two continuous number four bars at the hairpins. Slab reinforcing is provided per plan.
(2) #4xCONT BACKUP BARS PT TENDON PER PLAN PT CONCRETE SLAB PER PLAN (2) #4 x CONT @ HAIRPINS NOTE: SEE 9&10/S5.30 FOR SPACING & ANCHORAGE SUPPORT BARS AS REQ'D #3 HAIRPIN x 30" SEE 9&10/S5.30 FOR MORE INFO SLAB REINFORCING PER PLAN BARE STRESSING TAIL ANCHOR HEAD 3/8 T PER PLAN T MIN 2" 1' - 4" MIN EQ EQ
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