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O H506E BAR SPACING 2 <br />-2" MIN <br />BAR <br />LA (AT COL. S( <br />CL COLUMN 5 & 6P-6.0_1 <br />CL COLUMN 5 & 5A-NI <br />OUT SIDE FACE <br />re e <br />RAmusNc36�-6^ <br />p2e <br />M CONSTRUCTION JOINT- <br />REQUIRED <br />CONSTRUCTION JOINT—y '~ <br />•6 <br />INSIDE. FACE <br />OF RING BEAM - <br />RADIUS 5,4" <br />HELIX RING BEAM BOTTOM PLAN <br />RING BEAM HB5 - HB6 <br />®BOLTON <br />& MENK <br />- H702E IBOT.I <br />4 - H505E (SIDE) <br />sop, „0,, <br />4 - H505E ISIDEI- <br />COLUMN 6 <br />ENGINEER SIGNATURE P <br />ADDITIONAL H5 ONE JOINTA <br />CONSTRUCTION <br />REDUIRED <br />CONSTRUCTION JOINT <br />Bp <br />�XI COLUMN T <br />INSIDE FACE <br />OF RING <br />E RADIUS33A <br />4" <br />COLUMN 6 <br />HB6 <br />14 - H607E OOP <br />HELIX RING BEAM TOP PLAN <br />DINO BEAM HB5 - HB6 <br />HELIX DETAILS <br />NOTES <br />�X CowUN T <br />0 BAR SPACING ALONG OUTSIDE FACE OF RING BEAM <br />SIDE BAR L APS AND TOP BARS L AP LOCAIED AT MID SPAN <br />BOTTOM BAR LAPS LOCATED AT COLUMN <br />FOR SECTION D - D. SEE SHEET 20. <br />r.= <br />S.A.p.199-010-012 IRIDGE NO. <br />SHEET NO. 22 OF 99 SHEETS I <br />02053 <br />