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59101109E <br />S curd <br />CL COLUMN 5/5A <br />MATCH SHC1109: BARS <br />SECTION D - D <br />COLUMN SA <br />-SHC506 <br />1® BOLTON <br />& MENK <br />1 <br />A <br />4 <br />-SEE DETAIL B <br />FOR REINFORCEMENT <br />MATCH 59101109E BARS <br />FOR / REINFO C R EMENT <br />59101109E --i-r- <br />5910901 <br />CL 00L.5- <br />SECTION C - C <br />COLUMN 5 <br />A <br />/ 51,59,0244 <br />03 <br />-5H0602 <br />ENGINEER SIGNATURE P <br />ini E usaise:/:»» <br />[2" C/ � LEI <br />HT22E-,:: <br />`E HS82\\� 4 E OR] <br />� E �HTz1E �1° aR. <br />H52-lE <br />23992 <br />SEE RING BEAM DETAILS <br />FOR RENFORCEMENT <br />TOP LONCITUMNAL <br />BAR SPA01310 <br />BDTTOM LONGITUDINAL <br />BAR SPACING <br />HS405F OR <br />DETAIL B <br />SLAB SEGMENT THRU CDLUMN STEM <br />`778OR <br />H0E /-HTIOE �2" CLR <br />U/ I <br />\-H511E L �i <br />12 - HS405E. 11- HS406E tB0 T.1 <br />DETAIL A <br />HELIX COLUMN 5 <br />DETAILS & REINFORCEMENT <br />SLAB SEGMENT THRU COLUMN STEM <br />NOTES <br />SEE RING BEAM <br />REINFORCEMENT <br />FOR SECTIONS A - A AND B - B. SEE SHEET 36. <br />FOR SECTIONS E - E, SEE SHEET 39. <br />FOR BILL OF REINFORCEMENT,. SEE SHEET 4. <br />S.A.P.199-010-012 'IRIDGE NO. <br />SHEET NO. 38 OF 99 SHEETS I 02053 <br />