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ISOLATION JOINT <br />2 LAYERS OF 30# FELT <br />INSIDE BARS <br />SEE SCHEDULE <br />HORIZONTAL CONTINUOUS <br />BARS EACH FACE <br />PER BASEMENT WALL SECTIONS <br />OUTSIDE BARS <br />PER BASEMENT WALL <br />SECTIONS <br />DOWEL TO MATCH <br />SIZE AND SPACING <br />OF VERTICAL BAR <br />UON <br />SUPPORTING <br />MEMBER <br />OR SCHEDULE <br />T <br />SEE PLAN <br />LT <br />S <br />CLR <br />2" <br />SEE SCHEDULE <br />CLEAR COVER <br />EM <br />B <br />E <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />Ld <br />h <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />D <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />Ld <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />D <br />IF <br /> <br />H <br />O <br />O <br />K <br /> <br />I <br />S <br /> <br />R <br />E <br />Q <br />' <br />D <br />PROVIDE 90 DEGREE <br />STANDARD HOOK IF <br />Ld GREATER THAN <br />SUPPORTING MEMBER <br />DEPTH MINUS 3 INCHES <br />T/SLAB ON GRADE <br />EL SEE PLAN <br />T/SUPPORT <br />EL SEE PLAN <br />ROUGHEN CONTACT SURFACE <br />TO 1/4" AMPLITUDE <br />180° STANDARD HOOK <br />ROTATE AS REQUIRED TO <br />MAINTAIN CLEAR COVER <br />PREFABRICATED BENT- IN <br />DOWEL KEYWAY SYSTEM - <br />SUBMIT 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 DETAIL <br />FOR MORE INFORMATION <br />TOP BARS <br />SEE PLAN <br />OR SCHEDULE <br />BOTTOM BARS <br />SEE PLAN <br />OR SCHEDULE <br />NOTES: <br />1. SEE GENERAL NOTES FOR LAP SPLICE LOCATIONS FOR VERTICAL WALL REINFORCEMENT <br />OUTSIDE BARS <br />TOP BARS <br />SEE PLAN <br />OR SCHEDULE <br />OUTSIDE BARS <br />AT HOOK <br />2"CLEAR MIN <br />T/SLAB LEVEL X <br />EL SEE PLAN <br />T/SLAB LEVEL X <br />EL SEE PLAN <br />OUTSIDE BARS <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 />(LENTON FORMSAVER <br />COUPLER PER IAPMO-UES <br />ER-0129 OR APPROVED EQUAL) <br />T/SLAB LEVEL X <br />EL SEE PLAN <br />0' - 1 1/2" K E Y <br />ROUGHEN TOP & BOTTOM OF <br />SLAB TO 1/4" AMPLITUDE AT <br />HORIZ CONSTRUCTION JOINTS <br />LT <br />S <br />LT <br />S <br />LT <br />S <br />REINFORCEMENT 2" CLR MIN <br />LOCATE AGAINST OUTER FACE <br />MIN <br />Ldh . <br />2'-6" MIN <br />LTS <br />LT <br />S <br />LT <br />S <br />OFFSET DOWEL TO <br />CLEAR KEYWAY <br />UPPER (LEVEL X) AND <br />LOWER (LEVEL X-1) <br />LEVEL BARS <br />2'-6" MIN <br />LTS <br />AT HOOK <br />2" CLEAR MIN <br />BARS AT LEVEL X <br />PER BASEMENT <br />WALL SECTIONS <br />. <br />. <br />. <br />. <br />BARS AT LEVEL X-1 <br />PER BASEMENT <br />WALL SECTIONS <br />. <br />MINIMUM <br />1 1/2"KEY <br />. <br />. <br />BARS AT LEVEL X <br />PER BASEMENT <br />WALL SECTIONS <br />. <br />BARS AT LEVEL X-1 <br />PER BASEMENT <br />WALL SECTIONS <br />. <br />BARS AT LEVEL X-1 <br />PER BASEMENT <br />WALL SECTIONS <br />. <br />BARS AT LEVEL X <br />PER BASEMENT <br />WALL SECTIONS <br />. <br />OFFSET DOWEL TO <br />CLEAR KEYWAY <br />UPPER (LEVEL X) AND <br />LOWER (LEVEL X-1) <br />LEVEL BARS <br /> 0" <br />2'-6" MIN <br />SEE PLAN FOR LENGTH <br />6" <br />MID-HEIGHT LAP <br />NOT SHOWN <br />MID-HEIGHT LAP <br />NOT SHOWN <br />MID-HEIGHT LAP <br />NOT SHOWN <br />1 1/2" KEY MINIMUM <br />OR OMIT KEY AND <br />ROUGHEN SURFACE <br />TO 1/4" AMPLITUDE <br />(IN WALL POURED <br />MONOLITHIC) <br />(IN WALL POURED <br />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 />SEE TYPICAL BOTTOM <br />OF FOUNDATION WALL <br />DETAIL OR SCHEDULE <br />#5@12" MINIMUM <br />1#4 CONT <br />CONCRETE SLAB <br />SEE PLAN <br />. <br />T/SLAB <br />EL SEE PLAN <br />OR SCHEDULE <br />T <br />SEE PLAN <br />6" <br />BEND DOWN <br />AS REQUIRED <br />PROVIDE DOWELS <br />TO MATCH THE LARGER <br />OF SLAB TOP BARS <br />OR #5@12" <br />2'-6"MIN <br />LTS <br />ROUGHEN TO <br />1/4" AMPLITUDE <br />LT <br />S <br />2' <br />- <br />6 <br />" <br />NOT TO SCALE <br />TYP BOTTOM OF FOUNDATION WALL2 <br />NOT TO SCALE <br />TYPICAL CONCRETE SLAB SUPPORT DETAILS AT FOUNDATION WALL3 <br />NOT TO SCALE <br />TYP TOP OF FOUNDATION WALL <br />WITH CONCRETE SLAB1 <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 />NOT TO SCALE <br />11/19/2024 3:28:21 PM <br />R1.S3.60 <br />TYPICAL FOUNDATION WALL <br />DETAILS AND SCHEDULE <br />S21043.00 <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25