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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 />LEVEL 01 WEST <br />0' - 0" <br />LEVEL 09 WEST <br />94' - 6" <br />LEVEL 08 WEST <br />84' - 0" <br />LEVEL 07 WEST <br />72' - 6" <br />LEVEL 06 WEST <br />56' - 0" <br />LEVEL 05 WEST <br />46' - 0" <br />LEVEL 04 WEST <br />36' - 0" <br />LEVEL 03 WEST <br />26' - 0" <br />LEVEL 02 WEST <br />16' - 0" <br />LEVEL P 01 <br />-11' - 0" <br />R14R15 <br />1 <br />R1.S4.10 <br />1 <br />R1.S4.11 <br />LEVEL 1R WEST <br />11' - 7" <br />LEVEL 06+ WEST <br />61' - 0" <br />1 <br />R1.S4.12 <br />BZ5(P01-L03)** <br />SEE NOTE 9 <br />BZ4(P01-L03)** <br />BZ5(L03-L05) <br />BZ4(L02-L05) <br />V04(L02-L05) <br />BZ5(L09-L13) <br />BZ4(L09-L13) <br />V04(L09-L13) <br />3'-8"3'-8" <br />SEE NOTE 10 <br />10" 10'-2" 5'-0" 13'-0" 10" <br />113' - <br /> <br />9 <br /> <br />1 <br /> <br />/ <br />1 <br />6 <br />" <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />S <br />T <br />R <br />E <br />N <br />G <br />T <br />H <br />, <br /> <br />f <br />' <br />c <br /> <br />= <br /> <br />8 <br />K <br />S <br />I <br />LB-07 <br />H2 <br />BZ4(L06+-L09)V04(L06+-L09) <br />BZ5(L06+-L09) <br />H5 <br />TH <br />I <br />S <br /> <br />L <br />E <br />V <br />E <br />L <br />NO <br /> <br />L <br />A <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />TH <br />I <br />S <br /> <br />L <br />E <br />V <br />E <br />L <br />NO <br /> <br />L <br />A <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />4'-0"4'-0" <br />1 <br />R1.S8.03 <br />ROOF WEST <br />170' - 0" <br />LEVEL 15 WEST <br />157' - 6" <br />LEVEL 14 WEST <br />147' - 0" <br />LEVEL 13 WEST <br />136' - 6" <br />LEVEL 12 WEST <br />126' - 0" <br />LEVEL 11 WEST <br />115' - 6" <br />LEVEL 10 WEST <br />105' - 0" <br />LEVEL 09 WEST <br />94' - 6" <br />R14R15 <br />1 <br />R1.S4.13 <br />1 <br />R1.S4.14 <br />TOP ROOF WEST <br />183' - 6" <br />LEVEL 15+ WEST <br />161' - 11" <br />1 <br />R1.S4.15 <br />BZ5(L13-L15)BZ4(L13-L15) <br />V04(L13-L15) <br />H5 <br />3'-8"3'-8" <br />SEE NOTE 10 <br />SEE NOTE 11 <br />91' - 8 <br /> <br />3 <br />/ <br />3 <br />2 <br />" <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />S <br />T <br />R <br />E <br />N <br />G <br />T <br />H <br />, <br /> <br />f <br />' <br />c <br /> <br />= <br /> <br />8 <br />K <br />S <br />I <br />BZ5(L15-T/CORE)BZ4(L15-T/CORE) <br />V04(L15-T/CORE) <br />3'-8"3'-8" <br />1 <br />R1.S8.03 <br />SHEAR WALL ELEVATION NOTES: <br />1. DENOTES LINK BEAM MARK. SEE R-AND X-LINK BEAM <br />SCHEDULE FOR DETAILING AND REINFORCEMENT <br />2. DENOTES WALL VERTICAL REINFORCEMENT MARK. <br />SEE REINFORCING SCHEDULE <br />3. DENOTES WALL HORIZONTAL REINFORCEMENT <br />MARK. SEE REINFORCING SCHEDULE <br />4. DENOTE BOUNDARY ZONE REINFORCEMENT MARK. <br />SEE REINFORCING SCHEDULE <br />5. WALL OPENINGS AND SLEEVES NOT SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS <br />MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION <br />6. SEE TYPICAL SHEAR WALL OPENING DETAILS FOR INFORMATION NOT SHOWN <br />7. FOR ADDITIONAL REINFORCEMENT NOT SHOWN ON ELEVATION, SEE SECTIONS. <br />8. SEE GENERAL NOTES FOR CONCRETE STRENGTH (f'c) AND STEEL REINFORCEMENT <br /> GRADES, TYP UON. <br />9. PROVIDE STARTER BAR DOWELS TO MATCH SIZE AND SPACING OF VERTICAL <br /> REINFORCEMENT SEE TYPICAL BOTTOM OF SHEAR WALL. <br />10. SPLICES SHOWN ON ELEVATIONS ARE REPRESENTATIVE OF LOCATIONS IN <br /> REINFORCEMENT, CONTRACTOR TO SUBMIT SPLICE LOCATIONS TO STRUCTURAL <br /> ENGINEER FOR REVIEW. ALL SPLICES SHALL BE LTS, UON. <br />11. #5 U-BAR ATOP WALL LAP SPLICED WITH VERTICAL BARS EACH FACE LTS. <br />12. LAP BOUNDARY ZONE VERTICAL BARS AT MID-HEIGHT OPENING. <br />13. EXTEND BOUNDARY ZONE TIES INTO FOUNDATION. SEE TYPICAL BOTTOM OF SEISMIC <br /> SHEAR WALL. <br />14. PROVIDE LAP LENGTH = 1.25 x LTS FOR VERTICAL BARS AT LEVEL P01 & L01, TYP AT RESIDENTIAL <br />AND HOTEL BUIDLINGS. <br />15. MARKS (**) INDICATE LOCATION WHERE TYPE 2 MECHANICAL COUPLERS SHALL BE PROVIDED AT BZs <br />CAPABLE OF DEVELOPING 125% OF YIELD STRENGTH. <br />V-XX <br />BZ-XX <br />H-XX <br />LB-XX <br />SHEET NOTES <br />R10R14R15 <br />RH <br />RJ <br />CORE WALL KEY PLAN - WEST <br />R11' <br />REINFORCEMENTMARKREINFORCEMENTMARK <br />REINFORCING SCHEDULE <br />BZ1(P01-L03) <br />BZ1(L03-L05) <br />BZ1(L05-L09) <br />BZ1(L09-L13) <br />BZ1(L13-L15) <br />BZ1(L15-T/CORE) <br />BZ2(P01-L03) <br />BZ2(L03-L05) <br />BZ2(L05-L09) <br />BZ2(L09-L13) <br />BZ2(L13-L15) <br />BZ2(T/CORE) <br />BZ3(L03-L05) <br />BZ4(P01-L03) <br />BZ4(L03-L05) <br />BZ4(L05-L09) <br />BZ4(L13-L15) <br />BZ4(L15-T/CORE) <br />BZ5(P01-L03) <br />BZ5(L03-L05) <br />BZ5(L05-L09) <br />BZ5(L13-L15) <br />BZ5(15-T/CORE) <br />BZ6(P01-L03) <br />(101)-#11 <br />(72)-#11 <br />(26)-#11 <br />(26)-#9 <br />(26)-#7 <br />(14)-#7 <br />(135)-#11 <br />(72)-#11 <br />(26)-#11 <br />(26)-#9 <br />(26)-#7 <br />(19)-#7 <br />(19)-#7 <br />(28)-#11 <br />(179)-#11 <br />(66)-#11 <br />(28)-#11 <br />(28)-#9 <br />(28)-#7 <br />(16)-#7 <br />(83)-#11 <br />(60)-#11 <br />(28)-#11 <br />(28)-#9 <br />(28)-#7 <br />(16)-#7 <br />#11 @ 6" EF <br />#11 @ 6" EF <br />#11 @ 6" EF <br />V06(P01-L03) <br />V06(L02-L06+) <br />V06(L05-L09) <br />BZ2(L15-ROOF) <br />BZ4(L09-L13) <br />BZ5(B09-L13) <br />BZ6(L03-L05) <br />(33)-#11 <br />BZ7(P01-L03) <br />(24)-#11 <br />(27)-#11 <br />BZ7(L03-L05) (20)-#11 <br />BZ1A(L05-L09) (18)-#11 <br />BZ1A(L09-L13) (16)-#9 <br />BZ1A(L13-L15) (16)-#7 <br />(94)#11BZ8(P01-L03) <br />(74)#11BZ8(L03-L05) <br />(24)#11BZ8(L05-L09) <br />(24)#9BZ8(L09-L13) <br />(24)#7BZ8(L13-L15) <br />(19)#7BZ8(L15-T/CORE) <br />(100)#11BZ9(P01-L03) <br />(86)#11BZ9(L03-L05) <br />(24)#11BZ9(L05-L09) <br />(24)#9BZ9(L09-L13) <br />(24)#7BZ9(L13-L15) <br />(14)#7BZ9(L15-T/CORE) <br />(104)#11BZ10(P01-L03) <br />(104)#11BZ10(L03-L05) <br />(24)#11BZ10(L05-L09) <br />(24)#9BZ10(L09-L13) <br />(24)#7BZ10(L13-L15) <br />(14)#7BZ10(L15-T/CORE) <br />(90)#11BZ11(P01-L03) <br />(90)#11BZ11(L03-L05) <br />(24)#11BZ11(L05-L09) <br />(24)#9BZ11(L09-L13) <br />(24)#7BZ11(L13-L15) <br />(14)#7BZ11(L15-T/CORE) <br />(18)#11BZ12(L06+-L08) <br />(18)#11BZ8A(L05-L09) <br />(18)#9BZ8A(L09-L13) <br />(16)#7BZ8A(L13-L15) <br />(18)#11BZ9A(L05-L09) <br />(18)#9BZ9A(L09-L13) <br />REINFORCEMENTMARK <br />(16)#7BZ9A(L13-L15) <br />(18)#11BZ13(L05-L09) <br />(18)#11BZ14(L05-L09) <br />#11 @ 6" EFV02(L02-L05) <br />#11 @ 6" EFV02(L05-L09) <br />#9 @ 12" EFV02(L09-L13) <br />#7 @ 12" EFV02(L13-L15) <br />#7 @ 12"EFV02(L15-ROOF) <br />#7 @ 12" EFV02(T/CORE) <br />#11 @ 6" EFV03(P01-L02) <br />#11 @ 6" EFV03(L02-L05) <br />#11 @ 6" EFV03(L05-L09) <br />#9 @ 12" EFV03(L09-L13) <br />#7 @ 12" EFV03(L13-L15) <br />#7 @12" EFV03(L15-T/CORE) <br />#11 @ 6" EFV04(L02-L05) <br />#11 @6" EFV04(L05-L09) <br />#9 @ 12" EFV04(L09-L13) <br />#7 @ 12" EFV04(L13-L15) <br />#7 @ 12" EFV04(L15-T/CORE) <br />#11 @ 6" EFV05(P01-L03) <br />#11 @ 6" EFV05(L02-L05) <br />#11 @ 6" EFV05(L05-L09) <br />#9 @ 12" EFV05(L09-L13) <br />#7 @ 12" EFV05(L13-L15) <br />#7 @ 12" EFV05(L15-T/CORE) <br />BZ2A(L05-L09) <br />BZ2A(L09-L13) <br />BZ2A(L13-L15) <br />(18)-#11 <br />(16)-#9 <br />(16)-#7 <br />V06(L09-L13) <br />V06(L13-L15) <br />V06(L15-T/CORE) <br />V07(P01-L03) <br />V07(L03-L05) <br />V07(L05-L09) <br />V07(L09-L13) <br />V07(L13-L15) <br />V07(L15-T/CORE) <br />V08(P01-L03) <br />V08(L03-L05) <br />V08(L05-L09) <br />V08(L09-L13) <br />V08(L13-L15) <br />V08(L15-T/CORE) <br />#9 @ 12" EF <br />#7 @ 12" EF <br />#7 @ 12" EF <br />#11 @ 6" EF <br />#11 @ 6" EF <br />#11 @ 6" EF <br />#9 @ 12" EF <br />#7 @ 12" EF <br />#7 @ 12" EF <br />#11 @ 6" EF <br />#11 @ 6" EF <br />#11 @ 6" EF <br />#9 @ 12" EF <br />#7 @ 12" EF <br />#7 @ 12" EF <br />REINFORCEMENTMARK <br />#6 @8" EFH2 <br />#6 @12" EFH3 <br />#5 @ 8" EFH4 <br />#5 @ 12" EFH5 <br />#6 @ 4" EFH1 <br />#11 @6" EFV01(L02-L05) <br />#11 @6" EFV01(L05-L09) <br />#9 @ 12" EFV01(L09-L13) <br />#7 @ 12" EFV01(L13-L15) <br />#7@12" EFV01(L15-T/CORE) <br />#11 @ 6" EFV01(P01-L02) <br />#11 @ 6" EFV02(P01-L02) <br />SCALE: 1/8" = 1'-0"1 WEST CORE WALL ELEVATION CW4 <br />SCALE: 1/8" = 1'-0"2 WEST CORE WALL ELEVATION CW4 <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 3:29:02 PM <br />R1.S4.03 <br />CORE WALL ELEVATION <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25