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DOWELS TO MATCH <br />SIZE AND SPACING <br />OF HORIZONTAL <br />BARS <br />PLACE ONE BAR <br />AT <br />OUTSIDE CORNER <br />HORIZONTAL REINF <br />SEE TYPICAL BOTTOM <br />OF FOUNDATION WALL <br />DETAIL OR SCHEDULE <br />U-BARS PER TYPICAL <br />WALL OPENING <br />DETAIL <br />ADDITIONAL BARS <br />PER TYPICAL WALL <br />OPENING DETAIL <br />#4 U-BARS TO MATCH <br />SPACING OF <br />HORIZONTAL BARS <br />END OF WALL <br />LTS <br />LT <br />S <br />LT <br />S <br />. <br />TYPICAL <br />2'-0" <br />2' - 0" <br />T <br />SEE PLAN <br />OR SCHEDULE <br />TYPICAL2' <br />- <br />0 <br />" <br />VERTICAL REINF <br />SEE TYPICAL BOTTOM <br />OF FOUNDATION WALL <br />DETAIL OR SCHEDULE <br />OPENING <br />SEE TYPICAL WALL <br />OPENING DETAILS <br />VERTICAL REINF <br />NOTES: <br />1. SEE ARCHITECTURAL DOCUMENTS FOR WATERSTOP REQUIREMENTS <br />2. SEE GENERAL NOTES FOR CONSTRUCTION JOINT MAXIMUM SPACING <br />FIRST POUR SECOND POUR <br />ROUGHEN CONTACT <br />SURFACE TO 1/4" <br />AMPLITUDE <br />HORIZONTAL <br />REINF <br />OR <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />T <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />LTS <br />0" <br /> <br />T <br />Y <br />P <br />.. <br />ADDITIONAL BARS <br />(SIZE TO MATCH INTERRUPTED <br />BARS) ADD 1/2 THE NUMBER OF <br />BARS INTERRUPTED BY <br />OPENING <br />+ 1 ON EACH FACE TO EACH <br />SIDE <br />OF OPENING <br />1-#4 x 4'-0" EF <br />(8 TOTAL) <br />INTERRUPTED BAR <br />1-#4 x 2'-6" EF (8 TOTAL) <br />FOR OPENINGS <br />GREATER THAN 4" <br />UP TO ONE <br />HORIZONTAL BAR EF <br />MAY BE INTERRUPTED <br />NOTES: <br />1. MINIMUM CLEAR DISTANCE BETWEEN OPENINGS IS 2 TIMES MAXIMUM OPENING SIZE <br />2. FOR OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR TO SUBMIT <br /> LOCATIONS AND SPACING TO STRUCTURAL ENGINEER FOR WRITTEN APPROVAL <br />#4 U-BARS TO MATCH <br />SPACING OF <br />INTERRUPTED BARS <br />OPENING LESS THAN 10"OPENING 10" TO 36" <br />2"TYP <br />TYPICAL <br />LTS + H <br />2"TYP <br />ADJUST SPACING TO ACCOMMODATE <br />OPENING WITHOUT CUTTING VERTICAL BARS <br />LTS TYP <br />PROVIDE ADDITIONAL BARS <br />(SIZE TO MATCH INTERRUPTED <br />BARS) BETWEEN ADJACENT <br />OPENINGS IF PRESENT <br />H <br />W <br />BAR SPACING <br />4" TYPICAL <br />VERTICAL <br />BA <br />R <br /> <br />S <br />P <br />A <br />C <br />I <br />N <br />G <br />4" <br /> <br />T <br />Y <br />P <br />I <br />C <br />A <br />L <br />HO <br />R <br />I <br />Z <br />O <br />N <br />T <br />A <br />L <br />TY <br />P <br />I <br />C <br />A <br />L <br />LT <br />S <br /> <br />+ <br /> <br />W <br />2"TYP <br />ADJACENT OPENING IF PRESENT <br />(DIAGONAL BARS NOT SHOWN) <br />TYPICAL UNINTERRUPTED <br />WALL REINFORCEMENT NOT <br />SHOWN FOR CLARITY. ADJUST <br />WALL REINFORCEMENT TO <br />MINIMIZE NUMBER OF <br />INTERRUPTED BARS. <br />SCHEDULE <br />SEE COLUMN <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />SE <br />E <br /> <br />C <br />O <br />L <br />U <br />M <br />N <br />CLR <br />3" <br />MATCH SIZE <br />AND SPACING <br />OF SCHEDULED <br />COLUMN TIES <br />SHADING INDICATES <br />EXTENT OF COLUMN <br />COMPRESSIVE <br />STRENGTH f'c <br />FOUNDATION WALL <br />WALL <br />REINFORCEMENT <br />NOT SHOWN FOR <br />CLARITY <br />SEE COLUMN <br />SCHEDULE FOR <br />COLUMN VERTICAL <br />BARS AND TIES <br />OR SCHEDULE <br />T <br />SEE PLAN <br />T <br />T <br />CL <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />.ADDITIONAL <br />VERTICAL BARS <br />AT 6" OC TO MATCH <br />COLUMN VERTICAL <br />BARS <br />- <br />- <br />- <br />- <br />OVERLAP <br />COLUMN <br />OMIT Z BARS <br />WHERE <br />COLUMN <br />OVERLAP IS <br />MORE THAN 10" <br />NOTE: <br />1. FOR INFORMATION <br /> NOT SHOWN SEE <br /> COLUMN TIED <br /> TO WALL <br />COLUMN TIED TO WALL COLUMN OVERLAPS WALL <br />NOT TO SCALE <br />TYPICAL FOUNDATION WALL DETAIL - PLAN1 <br />NOT TO SCALE <br />TYP VERTICAL CONSTRUCTION <br />JOINT IN CONCRETE WALL5 <br />NOT TO SCALE <br />TYPICAL WALL OPENING DETAILS3 <br />NOT TO SCALE <br />COLUMN PILASTER AT FOUNDATION WALL6 <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 3:28:29 PM <br />R1.S3.61 <br />TYPICAL FOUNDATION WALL <br />DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25