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POST-TENSIONED CONCRETE NOTES: <br />1. FOR POST-TENSIONED CONCRETE, MAXIMUM CONDUIT OUTER DIAMETER IS <br />THE SMALLER OF: <br /> a. T/4 <br /> b. 2" <br />2. CONDUITS MAY NOT BE TIED TO, CONTACT, DISPLACE, OR INTERRUPT THE <br />POST-TENSIONING REINFORCEMENT <br />CONDUIT D1 <br />CONDUIT D2 <br />TOP BARS <br />SEE PLAN OR SCHEDULE <br />SEE NOTE 9 WHERE NO <br />BARS ARE PRESENT <br />BOTTOM BARS <br />SEE PLAN OR SCHEDULE <br />SEE NOTE 9 WHERE NO BARS ARE PRESENT <br />CL <br />SUPPORT <br />T/SLAB <br />EL SEE PLAN <br />ORT <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />MIN CLE A R1' - 0"MIN0' - 8 1/4" <br />= T/3 UON <br />MAX <br />DIA <br />SEE <br />NOTE 5 <br />SEE <br />NOTE 4 <br />T <br />T <br />NOTES: <br />1. PLACE CONDUITS BETWEEN TOP AND BOTTOM LAYER OF REINFORCEMENT CENTERED WITHIN SLAB <br />2. CROSSOVER OF CONDUITS AND/OR PIPES IS NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY SER <br />3. CONDUITS TO BE PLASTIC OR STEEL. USE OF ALUMINUM CONDUITS IS NOT PERMITTED <br />4. PLACE CONDUITS THE LARGEST OF THE FOLLOWING CLEAR FROM FACE OF COLUMN: <br /> a. LARGEST COLUMN DIMENSION (WIDTH OR DEPTH) <br /> b. 2 x SLAB THICKNESS, T <br /> c. 1'-0" <br />5. MAINTAIN A CLEAR SPACING BETWEEN CONDUITS OF THREE TIMES THE LARGER OUTER DIAMETER OF D1 AND D2, <br />BUT NOT LESS THAN 6" MIN. <br />6. NO MORE THAN THREE (3) CONDUITS PER SIX (6) FT W IDTH OF SLAB ARE PERMITTED WITHOUT PRIOR WRITTEN <br />APPROVAL BY SER <br />7. WHERE LARGE NUMBERS OF CONDUIT ENTER THE SLAB AT ONE LOCATION: <br /> a. SUBMIT LAYOUT FOR APPROVAL BY SER. <br /> b. FAN OUT CONDUITS IMMEDIATELY <br /> c. PROVIDE ADDITIONAL TOP & BOTTOM REINFORCEMENT AS DIRECTED BY SER UNTIL <br /> NOTES 5 AND 6 SPACING REQUIREMENTS ARE MET <br />8. NO CONDUITS ARE PERMITTED WITHIN A DISTANCE "T" CLEAR FROM SLAB EDGE, SLAB DEPRESSION, OR DROP <br />PANEL WITHOUT WRITTEN APPROVAL BY SER <br />9. WHERE NO BARS ARE PRESENT AT ONE OR MORE FACES OF SLAB, PROVIDE THE FOLLOWING REINFORCEMENT <br />PERPENDICULAR TO THE CONDUIT(S) 3'-0" LONG OR EXTENDING 1'-0" PAST EACH SIDE OF CONDUIT(S), WHICHEVER <br />IS LARGER: <br /> T < 8" #4@12" OC <br /> 8" < T < 1'-0" #5@12" OC <br /> 1'-0" < T < 1'-6" #6@12" OC <br />10. ANY DEVIATIONS FROM THE ABOVE STATED CONDITIONS REQUIRE WRITTEN APPROVAL BY SER. <br />SLAB TOP BAR, SEE PLAN <br />T&B HOOKED BARS <br />AT ALL SLAB <br />EDGES, SEE PLAN <br />SLAB BOTTOM BAR, SEE PLAN <br />MINIMUM <br />(2)-#5 T&B <br />CONTINUOUS AT <br />ALL SLAB EDGES <br />ADDITIONAL EDGE BARS WHERE <br />SHOWN PER REINF PLANS. <br />SEE PLAN FOR SIZE AND QTY <br />1. FOR ADDITIONAL INFO <br /> SEE & <br />2" TYP <br />3" CLR @ ELEVATOR <br />DOOR SIDE EDGE <br />2. AT INTERIOR EDGE CONDITIONS, EXTEND (4)-#4 BARS <br />INDICATED ABOVE 1'-10" PAST OPENINGS U.O.N. <br />NOTES: <br />3", OR 6" MAX AT <br />SLEEVE PENETRATIONS <br />SLEEVE PENETRATION <br />WHERE OCCURS <br />6 <br />R1.S5.60 <br />3 <br />R1.S5.60 <br />MIN <br />6" <br />T/SLAB <br />PER PLAN <br />TYP <br />LTS <br />UNO <br />4" <br />T <br />Y <br />P <br />SLAB REINF <br />PER PLAN <br />. <br />1' - 0" <br />SLAB THICKNESS <br />PER PLAN <br />STRUCTURAL FOAM <br />INFILL <br />#4@12" OC <br />EW <br />. <br />SEE ARCH AND <br />MEP DWGS. <br />1'-4" MAX <br />LTS <br />NOTE: <br />STRUCTURAL FOAM SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40PSI, SEE SPECIFICATIONS FOR <br />ADDITIONAL REQUIREMENTS. <br />C <br />T/SLAB <br />PER PLAN <br />SLAB REINF <br />PER PLAN <br />. <br />STRUCTURAL FOAM <br />CONC TOPPING AT RAMP, <br />SEE PLAN AND ARCH <br />DWGS <br />NOTE: PT TENDONS NOT SHOWN FOR CLARITY <br />SEE 12 <br />R1.S5.42 <br />#4@12" OC EW . <br />DOWEL TO MATCH <br />REINF SIZE AND <br />SPACING, W/ STD <br />HOOK AT BOTTOM <br />SEE ARCH (NTS) <br />LTS <br />NOT TO SCALE <br />TYPICAL CONDUITS IN SLAB3 <br />NOT TO SCALE <br />TYPICAL SLAB EDGE DETAIL8 <br />NOT TO SCALE <br />TYPICAL TOPPING SLAB DETAIL ON STRUCTURAL FOAM12NOT TO SCALE <br />TYPICAL SLOPING SLAB BASE DETAIL10 <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 3:32:43 PM <br />R1.S5.43 <br />TYPICAL CONCRETE SLAB DETAILS <br />S21043.00 <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 />C 09.27.2024 REISSUE FOR PLAN CHECK <br />1/7/25