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C <br />- <br />C <br />- <br />B <br />- <br />TENDON ANCHOR <br />T <br />T/ <br />2 <br />NOTES: <br />1. SEE DETAILS AT STRESSING END <br />FOR INFORMATION NOT SHOWN <br />3/8T <br />T <br />T/ <br />2 <br />1'-6" <br />PT TENDON STRESSING TAIL <br />SEE SPEC FOR TENDON <br />FINISHING <br />PLASTIC POCKET FORMER #4 U-BARS <br />TENDON ANCHOR <br />TENDON SUPPORT <br />BY POST-TENSIONING <br />CONTRACTOR <br />2-#4 T & B @ 6" <br />(IN ADDITION <br />TO CONT <br />EDGE BARS) <br />T <br />U-BARS TYPICAL, <br />TOTAL NUMBER EQUAL <br />TO NUMBER OF ANCHORS <br />PLUS ONE <br />POST-TENSIONING <br />ANCHOR <br />NOTES: <br />1. 4" MINIMUM SPACING BETWEEN EACH GROUP OF FOUR ANCHORS <br />EXTEND BARS BEYOND <br />LAST ANCHOR AT EACH END <br />TYPICAL <br />9" <br />BANDED TENDONS <br />LIMIT OF <br />TYPICAL <br />9" <br />NOTE 1 <br />TYP <br />3" <br />T/ <br />2 <br />A DETAIL AT STRESSING END ANCHORS B DETAIL AT DEAD END ANCHORS C ELEVATION AT EDGE OF SLAB <br />NOTES: <br />1. SEE DETAILS AT STRESSING END <br />FOR INFORMATION NOT SHOWN <br />T/ <br />2 <br />T <br />TENDON ANCHOR <br /> <br />1"CLR <br />T/ <br />2 <br />#4 CONTINUOUS T & B <br />AT SLAB EDGE <br />T <br />A DETAILS AT STRESSING END ANCHORS B DETAIL AT DEAD END ANCHORS <br />PT TENDON STRESSING TAIL <br />SEE SPEC FOR TENDON <br />FINISHING <br />PLASTIC POCKET FORMER <br />TENDON ANCHOR <br />TENDON SUPPORT <br />BY POST-TENSIONING <br />CONTRACTOR <br />CL INTERIOR <br />SUPPORT <br />AND ANCHOR <br />2" CLEAR <br />TO BAR <br />SEE NOTE 1 <br />1/6 LC1 <br />MINIMUM <br />LC1 - END CLEAR SPAN <br />SEE NOTE 1 <br />1/6 LCN <br />MINIMUM <br />LC2 - INTERIOR CLEAR SPAN <br />180 DEGREE STANDARD HOOK <br />TILT FROM VERTICAL <br />IF NECESSARY TO MAINTAIN <br />CLEAR COVER <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />T <br />WIDTH <br />COLUMN <br />1/3 LC1 <br />L1 - END SPAN L2 - INTERIOR SPAN L3 - CANTILEVER SPAN <br />SEE NOTE 1 <br />1/6 LCN <br />MINIMUM <br />INFLECTION POINT <br />0.1 L3 <br />MINIMUM <br />LARGER OF <br />LC3 OR 1/6 LC2 <br />1/3 LC21/3 LC2 <br />INFLECTION POINT <br />0.1 L2 <br />1/3 LC1 <br />CLEAR SPAN <br />LC3 - CANTILEVER <br />INFLECTION POINT <br />0.1 L2 <br />INFLECTION POINT <br />0.1 L1 <br />INFLECTION POINT <br />0.1 L1 <br />CL INTERIOR <br />SUPPORT <br />CL END <br />SUPPORT <br />EE <br />NOTES: <br />1. BAR LENGTHS TO BE LARGER OF LENGTH INDICATED ON PLAN AND LENGTH INDICATED ABOVE <br />2. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS <br />3. BOTTOM BARS ARE REQUIRED ONLY IF SHOWN ON PLANS <br />4. DIMENSION E IS MEASURED FROM BOTTOM OF SLAB TO CENTROID OF TENDON FORCE, SEE PLAN <br />5. INFLECTION POINT IS LOCATION ALONG TENDON PROFILE WHERE TENDON CURVATURE REVERSES <br />1/3 LC1 1/3 LC2 <br />E T/ <br />2 <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br />CO <br />V <br />E <br />R <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br />CO <br />V <br />E <br />R <br />BOTTOM BARS <br />SEE NOTE 3 <br />TOP BARS <br />SEE PLAN <br />NOTE 4 TYP E E <br />SEE NOTE 1 <br />12" MAX SPACING <br />PLACE TOP BARS WITHIN THIS ZONE <br />NOTES: <br />1. PROVIDE MINIMUM 2 TENDONS EACH WAY OVER COLUMN <br />2. DISTRIBUTED TENDONS AT COLUMN TO BE PLACED UNDER BANDED TENDONS <br />1.5 T <br />COLUMN <br />12" MAX SPACING <br />PLACE TOP BARS WITHIN THIS ZONE <br />1.5 T 1.5 T <br />BA <br />N <br />D <br />E <br />D <br /> <br />T <br />E <br />N <br />D <br />O <br />N <br />S <br /> <br />( <br />M <br />A <br />X <br /> <br />5 <br /> <br />P <br />E <br />R <br /> <br />B <br />U <br />N <br />D <br />L <br />E <br />) <br />DISTRIBUTED TENDONS <br />NONPRESTRESSED <br />REINFORCEMENT <br />SEE PLAN <br />NONPRESTRESSED REINFORCEMENT <br />PARALLEL WITH DISTRIBUTED <br />TENDONS IN LOWER LAYER UNO <br />12 <br />" <br /> <br />M <br />A <br />X <br /> <br />S <br />P <br />A <br />C <br />I <br />N <br />G <br />PL <br />A <br />C <br />E <br /> <br />T <br />O <br />P <br /> <br />B <br />A <br />R <br />S <br /> <br />W <br />I <br />T <br />H <br />I <br />N <br /> <br />T <br />H <br />I <br />S <br /> <br />Z <br />O <br />N <br />E <br />1. <br />5 <br /> <br />T <br />1. <br />5 <br /> <br />T <br />T <br />1.5 T <br />OV <br />E <br />R <br />P <br />O <br />U <br />R <br />1/ <br />2 <br />" <br />M <br />A <br />X <br />2"MIN <br />REMOVE ANY OVERPOUR <br />AT PERIMETER OF COLUMN <br />T/SLAB <br />EL SEE PLAN <br />NONPRESTRESSED <br />REINFORCEMENT PARALLEL <br />WITH BANDED TENDONS <br />IN UPPER LAYER UNO <br />BANDED TENDONS <br />DISTRIBUTED TENDONS (2 MINIMUM OVER <br />COLUMN PLACE BELOW UPPER <br />LAYER OF REINF) <br />A PLAN VIEW AT COLUMN B SECTION AT COLUMN <br />- <br />- <br />- <br />NOT TO SCALE <br />TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE DETAILS AT BANDED TENDONS6 <br />NOT TO SCALE <br />TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE DETAILS AT DISTRIBUTED TENDONS3NOT TO SCALE <br />TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE1 <br />NOT TO SCALE <br />TYPICAL POST-TENSIONED TWO-WAY FLAT PLATE DETAILS AT COLUMN11 <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 3:33:04 PM <br />R1.S5.60 <br />TYPICAL POST-TENSIONED <br />TWO-WAY SLAB DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25