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TENDONS SHALL BE STRAIGHT IN THIS AREA <br />MAX <br /> 6'-0" <br />MA <br />X <br /> 6 <br />' <br />- <br />0 <br />" <br />MI <br />N <br />6" <br />SLAB <br />TENDONS <br />MIN <br />2" <br />2-#5@4" TOP & BOTTOM <br />2-#5@4" x 5'-0" MID-DEPTH <br />DETAIL AT CLUSTERED PENETRATIONS <br />TENDONS SHALL BE STRAIGHT IN THIS AREA <br />MAX <br /> 6'-0" <br />MA <br />X <br /> 6 <br />' <br />- <br />0 <br />" <br />MI <br />N <br />6" <br />SLAB <br />TENDONS <br />2-#5@4" TOP & BOTTOM <br />2-#5@4" x 5'-0" MID-DEPTH <br />DETAIL AT SINGLE OPENING <br />#5@18" (MAX) <br />BOTTOM <br />NOTE 2 <br />2'-0" MIN <br />TYPICAL <br />NOTE 2 <br />2'-0" MIN <br />TYPICAL <br />(EITHER DIMENSION GREATER THAN 2'-0" BUT LESS THAN OR EQUAL TO 6'-0") <br />TENDONS SHALL BE STRAIGHT IN THIS AREA <br />MAX <br />2'-0" <br />MA <br />X <br />2' <br />- <br />0 <br />" <br />MI <br />N <br /> 6 <br />" <br />SLAB <br />TENDONS <br />1-#4 TOP & BOTTOM <br />1-#4 x 3'-0" MID-DEPTH <br />(NOT REQD AT CIRCULAR OPENINGS) <br />DETAIL AT SINGLE OPENING <br />NOTE 2 <br />1'-6" MIN <br />TYPICAL <br />NOTES: <br />1. NOTIFY THE SER IN WRITING OF OPENINGS NOT SHOWN ON PLANS <br /> OR OF CONDITIONS NOT COVERED BY THESE DETAILS <br />2. PROVIDE STANDARD ACI 180° HOOK WHERE MINIMUM BAR <br /> EXTENSION PAST EDGE OF OPENING IS NOT POSSIBLE <br />3. ADDITIONAL REINFORCEMENT NOT REQUIRED FOR SLAB OPENINGS <br /> LESS THAN 1'-0" x 1'-0" <br />OPENING <br />OPENING <br />MIN <br /> 2'-0" <br />MIN <br /> 2'-0" <br />CLR <br />1 1/2" <br />CLR <br />1 1/2" <br />MIN <br /> 2'-0" <br />MIN <br /> 2'-0" <br />MIN <br /> 2'-0" <br />MIN <br /> 2'-0" <br />CLR <br />1 1/2" <br />1 <br />6 <br />MAX SLOPE <br />1 <br />6 <br />MAX SLOPE <br />1 <br />6 <br />MAX SLOPE <br />(BOTH DIMENSIONS LESS THAN OR EQUAL TO 2'-0") <br />R <br />R <br />#4 U-BARS <br />REMARKS <br />10'-0" TO 20'-0" <br />LESS THAN 10'-0" <br />#4 U-BARS @ 12" <br />CONSULT SER <br />OVER 20'-0" NO U-BAR REQD <br />2'-0" TYP <br />PROVIDE 2" CLEAR DISTANCE <br />MAX OF 4 TENDONS PER U-BAR. <br />ADD MULTIPLE U-BARS AS <br />REQD AT 12" TO ENCLOSE ALL <br />BANDED OR DISTRIBUTED <br />TENDONS WITHIN CURVE. <br />1'-0" TYP <br />NOTES: <br />1. CLEAR SPACING BETWEEN TENDONS APPLIES WHETHER U-BARS REQUIRED OR NOT <br />2. NO U-BAR REINFORCEMENT REQUIRED IN STRAIGHT ZONES BETWEEN CURVES <br />4" <br />WITHIN TENDON HORIZONTAL <br />CURVATURE (NOTE 1) <br />MAX OF 4 <br />TENDONS <br />MAX OF 4 <br />TENDONS <br />SEE NOTE 2 <br />TENDON RADIUS R <br />2 <br />1 <br />/ <br />2 <br />" <br /> <br />MI <br />N <br />I <br />M <br />U <br />M <br />CL <br />E <br />A <br />R <br />SLAB EDGE OR CONSTRUCTION JOINT <br />TENDON <br />1.5W OR 1.5 D <br />18" MINIMUM <br />ROUND OR SQUARE <br />PENETRATION <br />D <br />NOTES: <br />1. DETAIL APPLIES AT ALL TENDON ANCHOR LOCATIONS (DEAD END OR STRESSING END) <br /> INCLUDING ANCHORS AT INTERMEDIATE STRESSING POINTS AND ADDED TENDONS <br />2. PENETRATION WITH DIMENSIONS GREATER THAN OR EQUAL TO 1'-0" REQUIRE <br />REINFORCEMENT PER TYPICAL POST-TENSIONED SLAB OPENING DETAIL <br />3. HORIZONTAL CONDUITS IN THE SLAB SHALL NOT PENETRATE THE POST-TENSIONING <br /> ANCHORAGE BEARING ZONE <br />W <br />0' - 3 <br /> <br />2 <br />7 <br />/ <br />3 <br />2 <br />" <br />CLEAR <br />2 1/2"MIN <br />TYP <br />45.00° <br />STEEL PIPE SLEEVE (SCHED. 40) IS <br />REQUIRED WHEN SLAB PENETRATION <br />IS WITHIN 45° OF BEARING ZONE <br />PENETRATIONS FARTHER THAN <br />1.5 X D OR W BUT NOT LESS THAN <br />18" FROM ANCHOR DO NOT REQUIRE <br />STEEL PIPE INSERT <br />ANCHOR <br />BACK EDGE <br />OF ANCHOR <br />PLATE <br />BE <br />A <br />R <br />I <br />N <br />G <br /> <br />Z <br />O <br />N <br />E <br />18 <br />" <br /> <br />A <br />N <br />C <br />H <br />O <br />R <br />ELEVATION VIEW <br />PLAN VIEW <br />ADDED TENDONS <br />GROUPED WITH <br />CONTINUOUS <br />TENDONS <br />#4 T & B TIED TO ANCHORAGES <br />EXTEND 9" PAST LAST ANCHOR <br />TYPICAL <br />ANCHOR <br />CONTINUOUS TENDON <br />T <br />T/ <br />2 <br />T <br />/ <br />2 <br />CONTINUOUS TENDON <br />#5x4'-0" T & B CENTERED <br />AT EACH ANCHOR <br />ADDED TENDONS <br />AT 1'-0" <br />STAGGER ANCHORS <br />AN <br />C <br />H <br />O <br />R <br />S <br />3" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />BE <br />T <br />W <br />E <br />E <br />N <br />T <br />T/ <br />2 <br />T/ <br />2 <br />SEE TYPICAL <br />REINFORCEMENT AT <br />TENDON ANCHORS <br />STRIP TENDON SHEATHING <br />TO ALLOW FOR STRESSING <br />REPAIR WITH SHEATHING <br />TAPE PER SPECIFICATION <br />#4 x 4'-0" @ 12" OC <br />CENTERED ON JOINT <br />IN ADDITION TO REINF <br />SHOWN ON PLAN <br />CONSTRUCTION JOINT <br />STRESSING POCKET <br />NOTES: <br />1. CONTINUE ALL REINFORCEMENT ON PLAN THROUGH JOINT (NOT SHOWN FOR <br />CLARITY) <br />ROUGHEN SURFACE AT <br />1/4" AMPLITUDE <br />TOP SURFACES OF POUR 1 <br />AND POUR 2 ARE TO <br />REMAIN VERTICALLY <br />ALIGNED DURING THE <br />CONSTRUCTION PROCESS <br />(NO OFFSETS)STRAIGHT <br />1'-4"MIN <br />L <br />TENDONS PROVIDING <br />SMALLER EFFECTIVE <br />FORCE OF ADJACENT <br />SPANS, SEE PLAN <br />TENDONS PROVIDING <br />LARGER EFFECTIVE <br />FORCE OF ADJACENT <br />SPANS, SEE PLAN <br />T/ <br />2 <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />T <br />L/4 UON <br />SEE TYPICAL DETAIL <br />1'-0" STAGGER AT ADDED <br />TENDON ANCHORS <br />ADDED TENDONS PROVIDING <br />DIFFERENCE OF EFFECTIVE <br />FORCES BETWEEN ADJACENT <br />SPANS, SEE PLAN <br />COLUMN OR BEAM <br />SUPPORT <br />CL <br />SUPPORT <br />PT SLAB TENDONS <br />PERIMETER SLAB EDGE <br />T <br />2" MIN FROM SLAB EDGE <br />MINIMUM OF 2 TENDONS <br />6" MAX FROM SLAB EDGE <br />TYPICAL TENDON SPACING <br />TENDON <br />ANCHOR <br />T <br />T/ <br />2 <br /> <br />T <br />/ <br />2 <br />PER PLAN <br />#5@12" BOTH ENDS <br />TOP EXTEND 3'-0" <br />BEYOND POUR STRIP <br />3/8" V-GROOVE <br />WITH SEALANT <br />TOP AND BOTTOM <br />#4@12" CONTINUOUS <br />TOP AND BOTTOM <br />SEE TYPICAL <br />REINFORCEMENT <br />AT TENDON ANCHORS <br />STRESSING POCKET <br />1 1/2" x 2" KEY CONTINUOUS <br />BETWEEN TENDONS <br />NOTES: <br />1. POUR STRIPS SHALL NOT BE PLACED UNTIL SLABS ON EACH SIDE HAVE BEEN <br />STRESSED <br />2. SLAB IS DESIGNED TO CANTILEVER WITH FORMWORK REMOVED <br />3. FORMWORK AT BAY WITH POURSTRIP TO REMAIN IN PLACE UNTIL CONCRETE AT <br />POURSTRIP HAS REACHED FULL 28 - DAYS DESIGN COMPRESSIVE STRENGTH <br />CUT TENDONS AND GROUT <br />STRESSING POCKETS PER <br />THE SPECIFICATIONS <br />#5@6" BOTH END <br />BOTTOM EXTEND 3'-0" <br />BEYOUD POUR STRIP <br />NOT TO SCALE <br />TYPICAL POST-TENSIONED SLAB OPENING DETAIL9 <br />NOT TO SCALE <br />TYPICAL DETAIL AT HORIZONTAL TENDON SWEEP7NOT TO SCALE <br />TYPICAL REINFORCEMENT AT <br />ANCHORAGE ZONE PENETRATIONS6 <br />NOT TO SCALE <br />TYPICAL REINFORCEMENT AT ADDED SLAB TENDONS4NOT TO SCALE <br />TYPICAL REINFORCEMENT AT CONSTRUCTION <br />JOINT WITH INTERMEDIATE STRESSING ANCHORS3NOT TO SCALE <br />TYPICAL POST-TENSIONED SLAB WITH ADDED TENDONS1 NOT TO SCALE <br />TYPICAL PLACEMENT OF UNIFORMLY SPACED <br />TENDONS PARALLEL TO SLAB EDGE2 <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 3:33:11 PM <br />R1.S5.61 <br />TYPICAL POST-TENSIONED SLAB <br />DETAILS <br />S21043.00 <br />SCALE: 1" = 1'-0"8 TYPICAL POUR STRIP AT POST-TENSIONED SLAB <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25