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A <br />ADDITIONAL BARS <br />(SIZE TO MATCH INTERRUPTED <br />BARS) ADD 1/2 THE NUMBER OF <br />BARS INTERRUPTED BY OPENING <br />+ 1 ON EACH FACE TO EACH 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 />ONE <br />HORIZONTAL BAR EF <br />MAY BE INTERRUPTED <br />NOTES: <br />1. SHEARWALL PENETRATIONS ARE SHOWN ON THE SHEARWALL ELEVATIONS <br /> ADDITIONAL PENETRATIONS ARE NOT ALLOWED UNLESS APPROVED <br /> IN WRITING BY THE SER <br />2. FOR OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR TO SUBMIT <br /> LOCATIONS AND SPACING TO SER FOR WRITTEN APPROVAL <br />3. OPENINGS SHALL NOT BE LOCATED WITHIN BOUNDARY ZONE (BZ) REGION OF SHEAR <br />WALL UNLESS APPROVED IN WRITING BY THE SER <br />#4 U-BARS TO MATCH <br />SPACING OF <br />INTERRUPTED BARS <br />OPENING LESS THAN 10" <br />OPENING 10" TO 30" <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 <br />ADDITIONAL BARS <br />(SIZE TO MATCH <br />INTERRUPTED BARS) <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"TYPTYPICAL UNINTERRUPTED WALL <br />REINFORCEMENT NOT SHOWN <br />FOR CLARITY. ADJUST WALL <br />REINFORCEMENT TO MINIMIZE <br />NUMBER OF INTERRUPTED BARS <br />VERTICAL BAR <br />SEE SHEARWALL <br />SCHEDULE <br />ROUGHEN CONTACT <br />SURFACE <br />TO 1/4" AMPLITUDE <br />HORIZONTAL BAR <br />SEE SHEARWALL <br />SCHEDULE <br />FIRST POUR <br />LTS <br />0" <br /> <br />T <br />Y <br />P <br />.. <br />SECOND POUR <br />NOTE: <br />1. VERTICAL CONSTRUCTION JOINTS AS INDICATED ON PLAN OR GENERAL NOTES <br /> ADDITIONAL JOINTS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY <br />SER <br />KE <br />Y <br /> <br />P <br />L <br />A <br />N <br />T <br />SE <br />E <br /> <br />S <br />H <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />WALL BARS <br />SEE SCHEDULE <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 />ROUGHEN TO <br />1/4" AMPLITUDE <br />MA <br />X <br />1 <br />1 <br />/ <br />2 <br />" <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 />PROVIDE 90 DEGREE <br />STANDARD HOOK IF Ld <br />GREATER THAN <br />SUPPORTING MEMBER <br />DEPTH MINUS 3 INCHES <br />ROUGHEN CONTACT <br />SURFACE <br />TO 1/4" AMPLITUDE <br />SHEARWALL <br />DOWELS <br />SEE SCHEDULE <br />TIES <br />SEE SHEARWALL <br />SCHEDULE <br />HORIZONTAL <br />REINFORCEMENT <br />SEE SCHEDULE <br />VERTICAL REINFORCEMENT <br />SEE SCHEDULE <br />SUPPORTING <br />MEMBER <br />T/SUPPORT <br />EL SEE PLAN <br />LT <br />S <br />KEY PLAN <br />SEE <br />SHEARWALL <br />CLR <br />1" <br />CLR <br />1" <br />BOTT MAT OF REINF <br />0' - 1 <br />1 <br />/ <br />4 <br />" <br />0' - 1 <br /> <br />1 <br />/ <br />4 <br />" <br />CLEAR COVER <br />FOR THESE COLLECTOR BARS: <br />BARS SIZE TO BE MAX OF <br />COLLECTOR BARS SIZE (PER PLAN) <br />SHEAR WALL VERTICAL WALL <br />REINFORCEMENT WALL <br />HORIZONTAL REINF NOT SHOWN <br />FOR CLARITY <br />STRUCTURAL SLAB <br />COLLECTOR REINFORCEMENT <br />PER SLAB REINFORCEMENT <br />PLANS. COLLECTORS <br />CONSISTING OF FOUR BARS TO <br />USE ONLY THE FOUR OUTER <br />BARS SHOWN IN THIS DETAIL <br />A SECTION <br />BOUNDARY ZONE TIES COLLECTOR <br />REINFORCEMENT PER <br />SLAB REINFORCEMENT <br />PLANS <br />VERTICAL WALL <br />REINFORCEMENT <br />HORIZONTAL WALL <br />REINFORCEMENT <br />ADDITIONAL HORIZONTAL <br />REINFORCEMENT, COUPLED TO <br />COLLECTOR BARS ONE TO <br />ONE, MATCHING DIAMETER OF <br />COLLECTOR BARS <br />PARTIAL PLAN OF WALL AT SLAB LEVEL <br />MECHANICAL COUPLERS TO DEVELOP <br />125% OF YIELD STRENGTH (fy) OF <br />BAR-SUBMIT MANUFACTURER'S DATA <br />TO ENGINEER FOR APPROVAL <br />TYPICAL <br />0' - 6" <br />6" MAX <br />HORIZONTAL AND CONFINEMENT <br />REINFORCEMENT NOT SHOWN <br />FOR CLARITY <br />PLACE AT LEAST TWO TIES <br />BELOW STEP, AS SHOWN. TIES <br />TO BE PLACED ENGAGING EVERY <br />VERTICAL BAR. ALONG FULL <br />WALL LENGTH BELOW STEP. <br />VERTICAL WALL <br />REINFORCEMENT <br />TYPICAL <br />WALL STEP DUE TO <br />THICKNESS CHANGE, <br />PER PLANS/ ELEVATIONS <br />MI <br />N <br />I <br />M <br />U <br />M <br />LT <br />S <br /> <br />( <br />O <br />F <br /> <br />L <br />A <br />R <br />G <br />E <br />R <br /> <br />B <br />A <br />R <br />) <br /> <br />+ <br /> <br />6 <br />" <br />NOTES: <br />1. WALL STEP TO OCCUR UNDER SLAB, UON. <br />T/FLOOR <br />SLAB <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 3:31:02 PM <br />R1.S4.22 <br />TYPICAL CONCRETE SHEARWALL <br />DETAILS <br />S21043.00 <br />SCALE: NOT TO SCALE1TYPICAL SHEARWALL OPENING DETAILS <br />SCALE: NOT TO SCALE2TYPICAL SHEARWALL CONSTRUCTION JOINT <br />SCALE: NOT TO SCALE3 <br />TYPICAL TOP OF WALL AND SHEARWALL WITH <br />CONCRETE SLAB <br />SCALE: NOT TO SCALE4TYPICAL BOTTOM OF SHEARWALL <br />SCALE: 1/2" = 1'-0"6 <br />TYPICAL COLLECTOR REINFORCEMENT ANCHORAGE <br />INTO CORE WALL AND SHEAR WALL <br />SCALE: 3/4" = 1'-0"5 TYPICAL SECTION AT SHEAR WALL THICKNESS CHANGE <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25