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BOTTOM BARS <br />SEE SCHEDULE <br />TOP BARS <br />SEE SCHEDULE <br />SIDE BARS <br />SEE SCHEDULE <br />FACE OF WALL <br />ABOVE <br />(IF DIFFERENT FROM <br />WALL BELOW) <br />PROVIDE ADDITIONAL <br />STIRRUPS AS SHOWN <br />STIRRUPS <br />SEE SCHEDULE <br />FACE OF <br />WALL BELOW <br />NOTES: <br />1. CONSTRUCTION JOINT NOT PERMITTED WITHIN DEPTH OF LINK BEAM UON <br />2. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS AND STIRRUPS. <br />3"TYPICAL <br />T/SLAB AND T/BEAM <br />EL SEE PLAN <br />TOP BARS <br />1.25*LTS TYPICAL <br />BOTTOM BARS <br />1.25*LTS TYPICAL <br />TYPICAL <br />6" <br />OPTIONAL CONSTRUCTION JOINT <br />SEE SCHEDULE <br />W <br />CLEAR COVER <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />CLEAR COVER <br />LI <br />N <br />K <br /> <br />B <br />E <br />A <br />M <br />LINK BEAMSHEARWALL <br />.. <br />SHEAR WALL <br />BOUNDARY ZONE TIES <br />& CROSS TIES <br />SHEAR WALL <br />LINK BEAM <br />HORIZONTAL BARS <br />SHEAR WALL LINK <br />BEAM STIRRUPS <br />SHEAR WALL <br />VERTICAL BARS <br />NOTES: <br />1. SEE TYPICAL SLAB DETAIL AT LINK BEAM FOR INFORMATION NOT SHOWN <br />2. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS & STIRRUPS, AND FOR Nvd = DIAGONAL BARS AT X-LINK BEAMS. <br />CL <br />SHEARWALL <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />SE <br />E <br /> <br />S <br />H <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />1 1/2"CLEAR <br />SEE SCHEDULE <br />W <br />T/SLAB & T/BEAM <br />EL SEE PLAN <br />BEAM STIRRUPS <br />SIDE BARS TYPICAL <br />BOTTOM BARS <br />TOP BARS <br />Nvd BARS <br />OPTIONAL CONSTRUCTION JOINT <br />ROUGHEN CONTACT <br />SURFACE TO 1/4" AMPLITUDE <br />TOP CROSS-TIE BELOW <br />CONSTRUCTION JOINT <br />NOTES: <br />1. DIAGONAL BARS IN X-LINK BEAMS AND TOP & BOTTOM LONGITUDINAL BARS IN R-LINK BEAMS TO BE ASTM A706. <br />2. SEE LINK BEAM SECTIONS FOR TOP OF BEAM REINFORCEMENT ELEVATIONS. <br />3. SEE TYPICAL R- AND X-LINK BEAM STRIRRUP TYPES FOR STIRRUP TYPE. <br />4. USE 135 DEGREE HOOKS FOR ALL LINK BEAM STIRRUPS UON. AT STIRRUP CAP USE 135 AND 90 HOOKS ON ALTERNATING ENDS. <br />WHERE SLAB IS ONLY PROVIDED ON ONE SIDE OF LINK BEAM, LOCATE 135 HOOK ON SIDE OF BEAM OPPOSITE SLAB <br />5. BEAM PENETRATIONS ARE NOT PERMITTED IN R- AND X-LINK BEAMS WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE SER. <br />6. CROSSTIES REQUIRED AT EACH HORIZONTAL BAR AT SPACING TO MATCH STIRRUP SPACING PER SCHEDULE <br />BOTTOM BARS <br />SEE SCHEDULE <br />TOP BARS <br />SEE SCHEDULE <br />SIDE BARS <br />SEE SCHEDULE <br />STIRRUPS <br />SEE SCHEDULE <br />FACE OF <br />WALL BELOW <br />NOTES: <br />1. CONSTRUCTION JOINT NOT PERMITTED WITHIN DEPTH OF LINK BEAM UON <br />2. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS AND STIRRUPS. <br />3. PROVIDE HEADED TERMINATOR WHERE 1.25 X Ld CANNOT BE ACHIEVED. WHERE HEADED <br />TERMINATOR IS PROVIDED, REBAR SHALL EXTEND TO FAR END OF WALL PIER <br />T/SLAB AND T/BEAM <br />EL SEE PLAN <br />LI <br />N <br />E <br /> <br />OF <br /> <br />S <br />Y <br />M <br />M <br />E <br />T <br />R <br />Y <br />TYP1.25* Ld <br />Nvd SEE SCHEDULE <br />WALL BOUNDARY ZONE. <br />REMAINDER OF WALL <br />REINF NOT SHOWN <br />FOR CLARITY. <br />NOTE: FOR CLARITY, ONLY PART OF <br />THE REQUIRED REINF IS SHOWN ON <br />EACH SIDE OF THE LINE OF SYMMETRY <br />TYP <br /> 6" <br />3" <br />3" <br />OPTIONAL CONSTRUCTION <br />JOINT <br />BEAM STIRRUPS <br />SIDE BARS TYPICAL <br />BOTTOM BARS <br />TOP BARS <br />OPTIONAL CONSTRUCTION <br />JOINT ROUGHEN CONTACT <br />SURFACE TO 1/4" AMPLITUDE <br />CL <br />SHEARWALL <br />TY <br />P <br />I <br />C <br />A <br />L <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />BE <br />L <br />O <br />W <br /> <br />S <br />T <br />I <br />R <br />R <br />U <br />P <br />S <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />SE <br />E <br /> <br />S <br />H <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />TO STIRRUPS <br />1 1/2"CLEAR <br />SEE SCHEDULE <br />W <br />T/SLAB & T/BEAM <br />EL SEE PLAN <br />NOTE: <br />1. SEE R- AND X-LINK BEAM SCHEDULE FOR BEAM BARS AND STIRRUPS. <br />W <br />H <br />TYPE A1 TYPE A2 <br />W <br />H <br />3" <br />TYPE A3 <br />TYPE A4 <br />W <br />H <br />TYPE A7 <br />3" <br />W <br />H <br />TYPE A5 <br />W <br />H3" <br /> <br />3 <br />" <br />W <br />H <br />3" <br />3" <br />3" <br />3" <br />3" <br />3" <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 3:31:18 PM <br />R1.S4.24 <br />TYPICAL CONCRETE SHEARWALL <br />DETAILS <br />S21043.00 <br />SCALE: NOT TO SCALE4TYPICAL R-LINK BEAM ELEVATION <br />SCALE: NOT TO SCALE5TYPICAL R- AND X-LINK BEAM PLAN <br />SCALE: NOT TO SCALE7TYPICAL X-LINK BEAM SECTION <br />SCALE: NOT TO SCALE10R- X-LINK BEAM SCHEDULE <br />SCALE: NOT TO SCALE8TYPICAL X-LINK BEAM ELEVATION <br />SCALE: NOT TO SCALE3TYPICAL R-LINK BEAM SECTION <br />NOT TO SCALE <br />LINK BEAM STIRRUP TYPE FOR X-LINK BEAM9 <br />LB-09 20 36 DIAGONAL 4 - #5 4 - #5 6 - #5 A5 5 4 9 - #11 <br />LB-08 28 78 DIAGONAL 5 - #5 5 - #5 12 - #5 A7 5 4 6 - #9 <br />LB-07 20 48 DIAGONAL 4 - #5 4 - #5 8 - #5 A4 5 4 9 - #9 <br />LB-06 28 78 DIAGONAL 5 - #5 5 - #5 12 - #5 A7 5 4 6 - #9 <br />LB-05 28 30 DIAGONAL 5 - #5 5 - #5 7 - #5 A1 5 4 9 - #9 <br />LB-04 28 30 DIAGONAL 5 - #5 5 - #5 6 - #5 A2 5 4 12 - #11 <br />LB-03 28 42 DIAGONAL 5 - #5 5 - #5 7 - #5 A1 5 4 12 - #11 <br />LB-02 28 36 DIAGONAL 5 - #5 5 - #5 6 - #5 A2 5 4 12 - #11 <br />LB-01 24 48 DIAGONAL 4 - #5 4 - #5 8 - #5 A4 5 4 9 - #9 <br />W (IN) H (IN) TOP BARS BOTTOM <br />BARS <br />SIDE BARS <br />EACH SIDE TYPE SIZE # SPACING (IN)DIAGONAL L <br />BARS (Nvd) <br />LINK BEAM <br />MARK <br />SIZE <br />LINK BEAM TYPE <br />REINFORCEMENT (GR.60) STIRRUP (GR.60) DIAG SHEAR REINFORCEMENT(GR.60) REMARK <br />LINK BEAM SCHEDULE <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 />1/7/25