Text on the drawing
8" MIN. 'd' 1'-0" TYP. 'd' 'd' ≤ 3" S.O.G., REF. PLANS S.O.G., REF. PLANS R.A.D. FOR LOCATION OF DEPRESSION, TYP. 1 2 PROVIDE LONGITUDINAL #4 AT INSIDE OF ALL BAR BENDS, TYP. T.O. SLAB T.O. SLAB S L TIES & HOOPS S 12d MIN. U.O.N. LONG BEND SHORT BEND BAR OFFSETS BENDS & STANDARD HOOKS STIRRUPS NOTES: 1. 'd' IS NOMINAL BAR DIAMETER. 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 6d > 2 1 2 " FOR #3 THRU #8 R= 2d FOR #3 THRU #5 = 3d FOR #6 THRU #8 6d ≥ 2 1 2 " FOR #3 THRU #5, 12d FOR #6 THRU #8 90° 135° 90° R 90° 6 1 LONG BEND, R R 180° R = 8d FOR ALL BARS R = 3d FOR #3 THRU #8 4d FOR #9 THRU #11 5d FOR #14 & #18 90° R 90° 135° 6d > 3" 6d ≥ 2 1 2 " FOR #3 THRU #5, 12d FOR #6 THRU #8 R= 2d FOR #3 THRU #5 = 3d FOR #6 THRU #8 R R 4d ≥ 2 1 2 "
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