By Ronald D. Flach
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Extra resources for aci detaling manual
M. P-I 9OYCUClNG W S I ASTY 1115.
3650 rnrn)) 1 = 11 in. (25 rnm) for bar size No. 6, 7, and 8 (No. 19, 22, and 25) 1 in. (25 rnrn) 2 = 3 = + O , -112 in. (15 mrn) 4 = 11/2 in. (15 mrn) 5 = 1112 in. (15 rnrn) for diameter 2 30 in. (760 rnrn) 5 = 11 in. (25 rnrn) for diameter > 30 in. 5% x " O dimension, 2 i 2 in. (50 mrn) minimum * I DEVIATION* 2 Note: All tolerances single plane and as shown. rom the opposite parallel dimension more than 1/2in. (15mm). Angular deviation-maximum i 2-1/2degrees or i 1/2 i d f t (40mdm), bMnot less than 1/2in.
Horton Javed B. Malik Milton R. Sees Dennis L. Hunter Avanti C. Shroff Committee 3 15 would like to acknowledge the contributions of the following individuals and companies in the preparation of the example drawings: John J. Tekus (Akron Rebar Company); Dave F. ); Dennis L. ); and Paul L. ). Prepared in collaboration with the Federal Highway Administration, State of California Department of Transportation, and with the cooperation of the Engineering Practice Committee of the Concrete Reinforcing Steel Institute.