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A <br />- <br />B- <br />C <br />B <br />T/FTG <br />T/SOG <br />LVL <br />INTERMEDIATE <br />LVL <br />INTERMEDIATE <br />TOP LVL <br />1" <br />1" <br />SEE NOTE 5 <br />SEE NOTE 6 <br />SEE NOTE 10 <br />LT <br />S <br />SEE NOTE 10 <br />LT <br />S <br />LT <br />S <br />SEE NOTE 6 <br />SEE NOTE 6 <br />COL DOWELS TO MATCH COL <br />VERTICAL REINFORCEMENT <br />SEE DETAIL <br />1" <br />. <br />PROVIDE COL TIES PER <br />CONC COL SCHED <br />NOTES: <br />1. SEE FOUNDATION PLAN FOR COLUMN ORIENTATION AND <br />COLUMN MARKS. <br />2. SEE CONCRETE COLUMN SCHEDULE FOR COLUMN SIZE, <br />REINFORCEMENT AND REINFORCING CONFIGURATION. <br />3. COLUMN VERTICAL REINFORCING SHALL BE ASTM A615. <br />SEE GENERAL NOTES. <br />4. AT CONTRACTOR'S OPTION, COLUMN VERTICAL BARS MAY <br />BE EXTENDED UP ADDITIONAL FLOOR LEVELS WITHOUT <br />SPLICING AT FLOORS. <br />5. PLACE HORIZONTAL HOOKS DIRECTLY BELOW TOP BARS <br />OF BEAMS OR SLABS. SPLAY HOOKS AS NECESSARY TO <br />RELIEVE BAR CONGESTION. AT CONTRACTOR'S OPTION, <br />HOOKS MAY BE PLACED TOWARDS THE INSIDE OF THE <br />COLUMN. <br />6. UNLESS NOTED OTHERWISE, COLUMN CONSTRUCTION <br />JOINTS SHALL BE AT THE UNDERSIDE OF FLOOR SLABS, <br />BEAMS OR AT THE TOP OF FOOTINGS AND FLOOR SLABS. <br />7. SEE CONCRETE COLUMN SCHEDULE UNDER TIES (LOC 1) <br />FOR TIE SIZE, SPACING, AND REINFORCING <br />CONFIGURATION. REINFORCING CONFIGURATION TYPE IS <br />NOTED IN COLUMN SCHEDULE. <br />8. FOR H/6, MAXIMUM COLUMN DIMENSION, OR 18" <br />(WHICHEVER IS GREATER), SEE CONCRETE COLUMN <br />SCHEDULE UNDER TIES (LOC 2) FOR TIE SIZE, SPACING, AND <br />REINFORCING CONFIGURATION. REINFORCING <br />CONFIGURATION TYPE IS NOTED IN COLUMN SCHEDULE. <br />9. PROVIDE TIES (LOC 2) THROUGHOUT THE BEAM AND SLAB <br />DEPTH, EXCEPT THAT THE TIE SPACING MAY BE INCREASED <br />TO 6" WHERE BEAMS FRAME INTO FOUR SIDES OF COLUMN <br />FOR THE DEPTH OF MOST SHALLOW BEAM. <br />10. WHERE LAP SPLICE INDICATED AS (*) IN COLUMN <br />SCHEDULE, LAP SPLICE SHALL BE LOCATED IN MIDDLE 1/2 <br />OF COLUMN SPAN. AT CONTRACTOR OPTION, SPLICE MAY <br />BE PROVIDED AT MIDDLE 1/2 OF COLUMN SPAN AT ALL <br />LOCATIONS FOR ALL COLUMN TYPES. <br />SEE NOTE 6 <br />TIES TYPICAL <br />1 1/2" CLEAR TO <br />. <br />. <br />AT CONTRACTOR OPTION, <br />LOCATE A SINGLE TIE <br />WITHIN SLAB THICKNESS <br />6.5" MAX FROM TIE ABOVE <br />OR BELOW, TYPICAL <br />TY <br />P <br /> <br />@ <br />TO <br />P <br />TY <br />P <br /> <br />@ <br />BO <br />T <br />T <br />1" <br />NO <br />T <br />E <br /> <br />9 <br />NO <br />T <br />E <br /> <br />8 <br />NO <br />T <br />E <br /> <br />7 <br />NO <br />T <br />E <br /> <br />8 <br />1" <br />NO <br />T <br />E <br /> <br />9 <br />NO <br />T <br />E <br /> <br />8 <br />NO <br />T <br />E <br /> <br />7 <br />NO <br />T <br />E <br /> <br />8 <br />H <br />H <br />NO <br />T <br />E <br /> <br />8 <br />NO <br />T <br />E <br /> <br />7 <br />NO <br />T <br />E <br /> <br />8 <br />H <br />COLUMN BELOW <br />COLUMN ABOVE <br />NOTE: <br />TIES NOT SHOWN FOR CLARITY. <br />CL <br />SUPPORT <br />T/SLAB <br />PER PLAN <br />CL <br />SUPPORT <br />T/SLAB <br />PER PLAN <br />MAX SLOPE <br />1 <br />6 <br />. <br />1" CLR TO FIRST TIE, <br />TYP T&BMA <br />X <br />S <br />TY <br />PS <br />3 ADDITIONAL TIES AT 3" <br />SPACING AT BOTTOM BEND <br />OF COLUMN BELOW CORNER <br />REINFORCEMENT <br />B DETAIL <br />TY <br />P <br />LT <br />S <br />1" MIN <br />6" MAX <br />LT <br />S <br />MA <br />X <br />S <br />TY <br />PS <br />. <br />1" CLR TO FIRST TIE, <br />TYP T&B <br />3 ADDITIONAL TIES AT 3" <br />SPACING AT BOTTOM BEND <br />OF COLUMN BELOW CORNER <br />REINFORCEMENT <br />1" MIN <br />6" MAX <br />COLUMN REINF <br />PER SCHEDULE <br />A DETAIL <br />PLAN <br />COLUMN BELOW <br />COLUMN ABOVE <br />OPEN BARS INDICATE <br />COLUMN REINFORCEMENT <br />ABOVE OR BELOW <br />SEE COLUMN SCHEDULE <br />SOLID BARS INDICATE <br />ADDITIONAL DOWELS <br />SEE COLUMN SCHEDULE <br />90 DEGREE <br />STANDARD <br />HOOK <br />ADDITIONAL DOWELS <br />SEE COLUMN SCHEDULE <br />COLUMN <br />VERTICAL BARS <br />(BEYOND) <br />COLUMN <br />VERTICAL BARS <br />CL <br />COLUMN <br />CL <br />COLUMN <br />COLUMN TIES <br />T/SLAB <br />EL SEE PLAN <br />T/SLAB <br />EL SEE PLAN <br />LT <br />S <br />LT <br />S <br />90 DEGREE STANDARD <br />HOOK <br />DOWELS PER TYPICAL <br />BOTTOM OF COLUMN <br />DETAIL <br />ADDITIONAL DOWELS <br />SEE COLUMN SCHEDULE <br />COLUMN TIES <br />SEE COLUMN <br />SCHEDULE <br />LT <br />S <br />COLUMN TIES <br />SEE COLUMN <br />SCHEDULE <br />COLUMN VERTICAL BARS <br />LT <br />S <br />FO <br />R <br /> <br />S <br />L <br />A <br />B <br />S <br />TY <br />P <br />I <br />C <br />A <br />L <br />CO <br />V <br />E <br />R <br />- <br />- <br />B SECTION C SECTIONAPLAN <br />NOTES: <br />1. PROVIDE Y-#X AT Z" TIES AND CROSS TIES <br /> (1 SET ABOVE AND BELOW FLOOR SLAB) <br /> FOR BALANCE SEE TYPICAL COLUMN DETAIL <br />2. FOR REINFORCEMENT ARRANGEMENT <br />SEE TYPICAL COLUMN DETAIL <br />3. FOR BALANCE OF COLUMN REINFORCEMENT <br /> SEE COLUMN SCHEDULE <br />T/SLAB <br />EL SEE PLAN <br />LT <br />S <br />LT <br />S <br />NOTE 1 <br />#X@Y" MINIMUM <br />ADDITIONAL <br />REINFORCEMENT <br />SEE PLAN <br />ADDITIONAL <br />REINFORCEMENT <br />SEE PLAN <br />NOTE 1LT <br />S <br />LT <br />S <br />T/SLAB <br />EL SEE PLAN <br />T/SLAB <br />EL SEE PLAN <br />TYPICAL SLAB REINF <br />NOT SHOWN FOR CLARITY <br />TIES SIZE AND SPACING <br />TO MATCH COLUMN TIES <br />ABOVE AND BELOW <br />ADDED BARS <br />SEE PLAN, <br />WHERE <br />OCCURS <br />ADDED BARS <br />SEE PLAN, <br />WHERE OCCURS <br />SEE ALSO 7/R1.S8.45 <br />LONGITUDINAL BARS <br />TO MATCH COLUMN <br />REINF ABOVE AND <br />BELOW <br />T/SLAB <br />T/SLAB <br />NOT TO SCALE <br />CONCRETE COLUMN REINFORCING7NOT TO SCALE5REINFORCEMENT DETAIL AT COLUMN ROTATION <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:32:18 PM <br />R1.S5.20 <br />TYPICAL CONCRETE COLUMN <br />DETAILS <br />S21043.00 <br />SCALE: NOT TO SCALE9ROTATED COLUMN TRANSITION AT SLAB <br />SCALE: NOT TO SCALE12TYPICAL STEPPED COLUMN DETAIL <br />SCALE: 3/8" = 1'-0"8 COLUMN REINF AT KNUCKLE <br />NOT <br />U <br />S <br />E <br />D <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25