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CW <br />1 <br />/ <br /> <br />R <br />1 <br />. <br />S <br />4 <br />. <br />0 <br />0 <br />CW2/ R1.S4.01 <br />CW <br />3 <br />/ <br /> <br />R <br />1 <br />. <br />S <br />4 <br />. <br />0 <br />2 <br />CW4/ R1.S4.03 <br />CW <br />5 <br />/ <br /> <br />R <br />1 <br />. <br />S <br />4 <br />. <br />0 <br />4 <br />CW6/ R1.S4.05 <br />CW <br />7 <br />/ <br /> <br />R <br />1 <br />. <br />S <br />4 <br />. <br />0 <br />6 <br />CW8/ R1.S4.07 <br />R14R15 <br />RH <br />RJ <br />BZ1 BZ2 <br />BZ4BZ5 <br />BZ <br />7 <br />CW <br />1 <br />CW <br />3 <br />CW2 <br />CW4 <br />BZ <br />6 <br />ALL TIES IN BZ #6@4" OC <br />VERT REINF PER SCHED ON <br />ELEV, TYP UON <br />VERT REINF PER SCHED ON <br />ELEV, TYP UON <br />ALL TIES IN BZ #6@4" OC <br />HORIZ REINF PER SCHED <br />ON ELEV, TYP UON <br />VERT REINF PER SCHED <br />ON ELEV, TYP UON <br />ALL TIES IN BZ #6@4" OC <br />VERT REINF PER SCHED ON <br />ELEV, TYP UON <br />VERT REINF PER SCHED ON <br />ELEV, TYP UON <br />ALL TIES IN BZ #6@4" OC <br />ALL TIES IN BZ #6@4" OC <br />VERT REINF PER SCHED <br />ON ELEV, TYP UON <br />ALL TIES IN BZ #6@4" OC <br />2 EQ SPACES <br />2 <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />8 <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />LEVEL 01 <br />OP <br />E <br />N <br />I <br />N <br />G <br /> <br />A <br />T <br />10 <br /> <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />21 <br /> <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />2 <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />2 EQ SPACES21 EQ SPACES21 EQ SPACES <br />2 <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />10 <br /> <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />8 <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />LEVEL 01 <br />OP <br />E <br />N <br />I <br />N <br />G <br /> <br />A <br />T <br />17 EQ SPACES <br />SPACES <br />2 <br />E <br />Q <br />34 <br /> <br />E <br />Q <br /> <br />S <br />P <br />A <br />C <br />E <br />S <br />2 EQ SPACES <br />ALL TIES IN BZ #6@4" OC <br />VERT REINF PER SCHED ON <br />ELEV, TYP UON <br />#6@4" OC ALTERNATE HOOK <br />#6@4" OC ALTERNATE HOOK <br />HORIZ REINF PER SCHED <br />ON ELEV, TYP UON <br />SPACES <br />2 EQ23 EQ SPACES <br />TYP <br />6"MAX <br />#6@4" OC <br />ALTERNATE HOOK <br />VERT REINF PER SCHED <br />ON ELEV, TYP UON <br />HORIZ REINF PER SCHED <br />ON ELEV, TYP UON <br />OP <br />E <br />N <br />I <br />N <br />G <br /> <br />A <br />T <br /> <br />L <br />E <br />V <br />E <br />L <br /> <br />1 <br />MAX <br />6" <br />NOTES: <br />1. SEE SHEAR WALL ELEVATIONS FOR NUMBER AND SIZE OF REINFORCEMENT BARS IN BOUNDARY ZONES. <br />2. SEE SHEAR WALL ELEVATIONS FOR SIZE AND SPACING OF VERTICAL AND HORIZONTAL REINFORCEMENT BARS BETWEEN <br />BOUNDARY ZONES. <br />3. LAP SPLICE HORIZONTAL WALL REINFORCEMENT BETWEEN BOUNDARY ZONES. MINIMUM LENGTH OF HORIZONTAL BARS <br />SHALL BE 10'-0". <br />4. WHERE BOUNDARY ZONE OCCURS ADJACENT OPENING OR CORNER, EXTEND HORIZONTAL BARS THOUGH BOUNDARY ZONE <br />AND TERMINATE 6" FROM FAR FACE OF CONCRETE. WHERE EXTENSION OF HORIZONTAL BARS INTO BOUNDARY ZONE IS LESS <br />THAN Ld, TERMINATE HORIZONTAL BAR WITH STANDARD HOOK 6" FROM FAR FACE OF CONCRETE. <br />5. SEE GENERAL NOTES FOR CONCRETE STRENGTH (fc') AND STEEL REINFORCEMENT GRADES. <br />6. SEE WALL ELEVATIONS FOR WALL OPENINGS NOT SHOWN. ADDED BARS AT WALL OPENINGS NOT SHOWN. <br />7. R-LINK AND X-LINK REINFORCEMENT NOT SHOWN. <br />8. AT CONTRACTOR'S OPTION PROVIDE #5 TIES @ 4" OC (GR 75KSI) AT BOUNDARY ZONES <br />9. CONTRACTOR TO COORD LOCATION OF EMBED PLATES FOR GUIDERAIL SUPPORTS, WHERE OCCUR PER ELEV MFR. PROVIDE <br />12X12X1/2" PL W/ (4) 3/4" DIA X 8" LONG WELDED HEADED STUDS <br />R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07 <br />CORE WALL KEY PLAN - WEST <br />R11' <br />SHEET NOTES <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 3:29:39 PM <br />R1.S4.10 <br />ENLARGED CORE WALL <br />REINFORCEMENT PLAN <br />S21043.00 <br />SCALE: 1/2" = 1'-0"1 WEST CORE WALL REINFORCING PLAN P01-L03 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25