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A <br />- <br />PARKING LEVEL <br />PER PLAN <br />CONC COLUMN BEYOND <br />#5@12" OC HORIZ <br />(4 BARS, MIN) <br />CONC SLAB PER PLAN. <br />PT TENDONS NOT <br />SHOWN FOR CLARITY <br />MAX <br />3' <br />- <br />6 <br />" <br />T/VEHICLE BARRIER <br />PER ARCH <br />#5 CONT BAR <br />#5@6" OC VERT <br />CLR <br />1 1/2" <br />6" <br />f'c = 5,750 PSI (MIN) <br />ROUGHEN TO 1/4" <br />MIN AMPLITUDE <br />NOTE: <br />1. SEE DETAILS FOR CONDITIONS AT MESH FABRIC SCREEN SUPPORT <br />8 <br />R1.S9.02 <br />7 <br />R1.S9.02 <br />C <br />COLUMN BEYOND <br />T/SLAB <br />PER PLAN <br />T/SLAB <br />PER PLAN <br />COL CL <br />SLAB REINF <br />PER PLAN <br />CABLE GUARDRAIL, <br />WHERE OCCURS PER <br />ARCH <br />BARRIER <br />CABLES <br />SLEEVE THRU <br />COLUMN <br />CONCRETE COLUMN, <br />SEE PLAN & SCHED <br />TIE EACH VERTICAL BAR <br />AT CABLES <br />ANCHOR BY STRAND MANF. <br />RECESS @ CONC COL. <br />GROUT BACK <br />BARRIER <br />CABLES <br />SLEEVE THRU <br />COLUMN <br />CONCRETE COLUMN, <br />SEE PLAN & SCHED <br />TIE EACH VERTICAL BAR <br />AT CABLES <br />12 <br />R1.S8.30 <br />TYP <br />1/2" DIA GALV STRAND <br />PER CABLE RAIL MFR <br />GALV EMBED PL 1" x 8" x 16" <br />W/(6) 5/8" DIA x 6" HSA <br />1/4 TYP <br />EDGE OF PARKING SLAB <br />UPSTAND PER <br />CABLE RAIL MFR <br />2 <br />1 <br />/ <br />2 <br />" <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />6 <br /> <br />1 <br />/ <br />2 <br />" <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />2" <br />1 1/2" 5" 1 1/2"Ld <br />(2)-#4 U-BAR STIRRUPS <br />8" <br />1/2" GALV. STRAND <br />2"MIN <br />T/CONC <br />EL = SEE PLAN SE <br />E <br /> <br />P <br />L <br />A <br />N <br />UPSTAND PER <br />CABLE RAIL MFR <br />20X14X1/2" EMBED PL W/ <br />(6) 3/4" DIA x 6" LONG <br />WELDED HEADED STUDS <br />COILING DOOR SUPPORT <br />HEADER PER PLAN. <br />CONN TO HSS PER <br />COILING DOOR MFR <br />A SECTION <br />PLACE MIN OF (1) COL <br />TIE BTWN EA ANCHOR <br />1/4 <br />1/4 <br />ANGLE TO <br />PL, TYP <br />TYP <br />1 1/2" <br />CL HSS, <br />PL <br />(NOTE 1) <br />4" MIN <br />EQ <br />EQ <br />CL HSS, <br />PL <br />T/STL <br />COORD WITH ARCH <br />CONCRETE COLUMN PER PLAN <br />L3X3X5/8" ERECTION AID <br />AT CONTRACTOR OPTION <br />NOTES: <br />1. COORD LOCATION OF EMBED PER ARCH AND COILING DOOR MFR <br />2. PROVIDE GALV PL, ANGLES, AND HSS AT EXPOSED CONDITIONS PER PROJECT SPECS <br />PARKING LEVEL <br />PER PLAN <br />CONC COLUMN BEYOND <br />#5@12" OC HORIZ <br />(4 BARS, MIN) <br />CONC SLAB PER PLAN. <br />PT TENDONS NOT <br />SHOWN FOR CLARITY <br />MAX <br />3' <br />- <br />6 <br />" <br />T/VEHICLE BARRIER <br />PER ARCH <br />#5 CONT BAR <br />#5@8" OC VERT <br />f'c = 5,750 PSI (MIN) <br />EQ EQ <br />ROUGHEN TO 1/4" <br />MIN AMPLITUDE <br />8" <br />LT <br />S <br />CMU4 PER 3 <br />R1.S6.01 <br />R1.S6.02 <br />5 <br />TILE RAIN SCREEN <br />PER ARCH, CONN TO <br />STRUCT PER MFR <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 3:36:08 PM <br />R1.S8.30 <br />ABOVE GRADE SECTIONS AND <br />DETAILS <br />S21043.00 <br />3/4" = 1'-0" <br />DETAIL AT TYPICAL PARKING BARRIER8 <br />SCALE: 3/4" = 1'-0"4 DETAIL <br />SCALE: 3/4" = 1'-0"9 TYP BARRIER CABLE THRU COLUMN <br />SCALE: 3/4" = 1'-0"10 TYP BARRIER CABLE THRU COLUMN: END CONDITION <br />SCALE: 3/4" = 1'-0"11 TYP BARRIER CABLE INTERMEDIATE SUPPORT POST <br />SCALE: 3/4" = 1'-0"12 SECTION <br />SCALE: 1" = 1'-0"2 COILING GARAGE DOOR CONN <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 />C 09.27.2024 REISSUE FOR PLAN CHECK <br />SCALE: 3/4" = 1'-0"7 PARKING BARRIER AT TILE RAIN SCREEN <br />C <br />1/7/25