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180° STANDARD HOOK <br />ROTATE AS REQUIRED TO <br />MAINTAIN CLEAR COVER <br />PREFABRICATED BENT- IN <br />DOWEL KEYWAY SYSTEM <br />PER MEADOW BURKE, OR <br />SIMILAR - SUBMIT <br />MANUFACTURER'S <br />DATA TO ENGINEER <br />FOR APPROVAL <br />DOWELS TO MATCH SIZE <br />AND SPACING OF TOP <br />BARS (#4@12" MINIMUM) <br />CONSTRUCTION JOINT <br />BOTTOM BARS <br />SEE PLAN <br />OR SCHEDULE <br />HATCHING INDICATES PUDDLED <br />CONCRETE IF REQUIRED <br />SEE TYPICAL SLAB PUDDLING PLAN <br />DETAIL <br />FOR MORE INFORMATION <br />TOP BARS <br />SEE PLAN <br />OR SCHEDULE <br />BOTTOM BARS <br />SEE PLAN <br />OR SCHEDULE <br />TOP BARS <br />SEE PLAN <br />OR SCHEDULE <br />AT HOOK <br />2" CLEAR MIN <br />T/SLAB <br />EL SEE PLAN <br />T/SLAB <br />EL SEE PLAN <br />DOWELS TO MATCH <br />SIZE AND SPACING <br />OF SLAB TOP AND <br />BOTTOM BARS <br />BOTTOM BARS <br />SEE PLAN OR <br />SCHEDULE <br />TOP BARS <br />SEE PLAN <br />OR SCHEDULE <br />MECHANICAL COUPLER <br />TO DEVELOP 125% OF YIELD <br />STRENGTH (fy) OF BAR - <br />SUBMIT MANUFACTURER'S <br />DATA TO ENGINEER FOR <br />APPROVAL <br />T/SLAB <br />EL SEE PLAN <br />0' - 1 1/4" <br />ROUGHEN TOP OF SLAB AND <br />BOTTOM OF WALL TO 1/4" <br />AMPLITUDE AT HORIZ <br />CONSTRUCTION JOINTS <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />REINFORCEMENT 2" CLR MIN <br />LOCATE AGAINST OUTER FACE <br />MIN <br />Ldh . <br />2'-6" MIN <br />LTS <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />2'-6" MIN <br />LTS <br />AT HOOK <br />2" CLEAR MIN <br />BARS <br />SEE SCHEDULE <br />. <br />. <br />. <br />. <br />MINIMUM <br />1 1/2"KEY <br />. <br />. <br />BARS <br />SEE SCHEDULE <br />. <br />BARS <br />SEE SCHEDULE <br />. <br />BARS <br />SEE SCHEDULE <br />. <br />BARS <br />SEE SCHEDULE <br />. <br />2'-6" MIN <br />SEE PLAN FOR LENGTH <br />6" <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />EXTEND SLAB AND <br />PROVIDE REINFORCING <br />WHERE SLAB EXTENDS <br />THROUGH WALL <br />2" KEY MINIMUM <br />OR OMIT KEY AND <br />ROUGHEN SURFACE <br />TO 1/4" AMPLITUDE <br />NOTE: <br />1. FOR OPTIONS B, AND C MIRROR ALL DOWELS AND KEY FOR SLAB ON OPPOSITE SIDE <br />(IN WALL POURED MONOLITHIC) <br />(IN WALL POURED MONOLITHIC) <br />A OPTION A - WALL POURED TO UNDERSIDE OF SLAB B OPTION B - PREFABRICATED DOWELS AND KEYWAY <br />C OPTION C - MECHANICAL COUPLERS <br />PT ANCHOR <br />PT TENDON <br />PT ANCHOR <br />PT TENDON <br />PT ANCHOR <br />PT TENDONCONTINUOUS L4X4X3/8" <br />PREFABRICATED BENT-IN <br />DOWEL KEYWAY SYSTEM <br />SUBMIT MANUFACTURER'S <br />DATA TO ENGINEER <br />FOR APPROVAL <br />#4@12" MINIMUM <br />ALTERNATIVELY <br />SEE DETAIL D FOR <br />DRILLED-IN-DOWELS <br />10"X10"X3/8" EMBED PLATE WITH <br />(4) 3/4" DIA x 6" HEADED STUDS <br />(6" GA) AT 4'-0" OC <br />AND AT ENDS OF ANGLE <br />FASTEN PER R1.S7.21 <br />PREFABRICATED BENT-IN <br />DOWEL KEYWAY SYSTEM <br />SUBMIT MANUFACTURER'S <br />DATA TO ENGINEER <br />FOR APPROVAL <br />#4@12" MINIMUM <br />ALTERNATIVELY <br />SEE DETAIL D FOR <br />DRILLED-IN-DOWELS <br />CONTINUOUS L6X4X3/8" W/ <br />3/4" DIA POST-INSTALLED ANCHOR <br />WITH 4 3/4" EMBED AT 18" OC AND <br />AT 4" FROM EACH END <br />CONTINUOUS BENT CLOSURE <br />PLATE 14 GA MINIMUM <br />FASTENED TO WALL WITH POWER <br />DRIVEN FASTENERS AS REQUIRED <br />TO RETAIN CONSTRUCTION LOADING <br />ROUGHEN TO 1/4" AMPLITUDE <br />OFFSET DOWEL BAR <br />TO CLEAR KEYWAY <br />DOWEL TO BE LARGER <br />OF UPPER AND LOWER <br />LEVEL BARS <br />EQ <br />E <br />Q <br />FASTEN PER R1.S7.21OFFSET DOWEL BAR <br />TO CLEAR KEYWAY <br />DOWEL TO BE LARGER <br />OF UPPER AND LOWER <br />LEVEL BARS <br />OFFSET DOWEL TO <br />CLEAR KEYWAY <br />UPPER (LEVEL X) AND <br />LOWER (LEVEL X-1) <br />LEVEL BARS <br />FASTEN PER <br />SPECIFICATIONS <br />ROUGHEN TO 1/4" AMPLITUDE <br />ROUGHEN TO 1/4" AMPLITUDE <br />3" <br />EQ <br />E <br />Q <br />T/SLAB <br />EL SEE PLAN <br />T/SLAB <br />EL SEE PLAN <br />T/SLAB <br />EL SEE PLAN <br />BARS <br />SEE SCHEDULE <br />PREFABRICATED BENT-IN DOWEL <br />KEYWAY SYSTEM PER MEADOW <br />BURKE, OR SIMILAR - SUBMIT <br />MANUFACTURER'S DATA TO <br />ENGINEER FOR APPROVAL #4@12" <br />MINIMUM ALTERNATIVELY SEE <br />DETAIL D FOR DRILLED-IN-DOWELS <br />BARS <br />SEE SCHEDULE <br />BARS <br />SEE SCHEDULE <br />BARS <br />SEE SCHEDULE <br />BARS <br />SEE SCHEDULE <br />NOTES: <br />1. MIRROR ALL DOWELS AND KEY FOR SLAB ON OPPOSITE SIDE <br />A OPTION A - DECK SPAN PERPENDICULAR TO WALL SUPPORT B OPTION B - DECK SPAN PERPENDICULAR TO WALL SUPPORT <br />C DECK SPAN PARALLEL TO WALL SUPPORT <br />1/4 2" <br />1/4 4"EACH <br />ANGLE <br />MI <br />N <br />2" <br />MI <br />N <br />2" <br />MI <br />N <br />2" <br />EQ <br />EQ <br />2'-4" <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />2'-4" <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />2'-4" <br />BARS <br />SEE SCHEDULE <br />NOT TO SCALE <br />TYPICAL CONCRETE SLAB OR BEAM SUPPORT DETAILS AT WALL AND SHEARWALL3 <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 />1" = 1'-0" <br />11/19/2024 3:31:09 PM <br />R1.S4.23 <br />TYPICAL CONCRETE SHEARWALL <br />DETAILS <br />S21043.00 <br />NOT TO SCALE <br />TYPICAL COMPOSITE STEEL DECK SUPPORT DETAILS AT WALL AND SHEAR WALL1 <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25