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LEVEL 01 WEST <br />0' - 0" <br />LEVEL 02 WEST <br />16' - 0" <br />LEVEL P 01 <br />-11' - 0" <br />RG RH <br />T/RAMP <br />PER PLAN <br />T/RAMP <br />PER PLAN <br />COLUMN BEYOND <br />12 <br />R1.S8.10 <br />CMU INFILL <br />11 <br />R1.S8.10 <br />R1.S6.02 <br />5 TYP <br />LEVEL 1R WEST <br />11' - 7" <br />T/MAT <br />EL = PER PLAN <br />CMU INFILL <br />11 <br />R1.S8.10 <br />SIM <br />VA <br />R <br />I <br />E <br />S <br />10 <br />R1.S8.10 <br />LEVEL 01 WEST <br />0' - 0" <br />RH <br />STRUCTURAL <br />FOAM FILL <br />#6@12" OC EF VERT <br />#5@12" OC EF HORIZ <br />(PROVIDE #7@12" OC VERT AND #5@6" OC <br />HORIZ AT FIRE WATER STORAGE TANK) <br />#5@12" OC DOWELS <br />DOWEL TO MATCH <br />SIZE AND SPACING <br />OF WALL REINF, TYP <br />T/RAMP VARIES <br />SEE PLAN <br />T/MAT <br />PER PLAN <br />SLAB REINF PER PLAN <br />SLAB REINF PER PLAN <br />DOWELS SIZE AND <br />SPACING TO MATCH VERT <br />WALL REINF. <br />NOTE: FOUNDATION MAT REINFORCING NOT SHOWN FOR CLARITY. <br />TYP <br />LTS <br />. <br />TY <br />P <br />LT <br />S <br />ROUGHEN SURFACE, TYP <br />RH <br />T/RAMP <br />VARIES <br />WALL HORIZONTAL <br />AND VERTICAL <br />REINF <br />DOWEL TO MATCH <br />SIZE AND <br />SPACING OF WALL <br />REINF, TYP <br />#5 U-BAR SIZE AND <br />SPACING TO MATCH <br />WALL VERT REINF LT <br />S <br />RG <br />T/RAMP <br />VARIES <br />DOWEL TO MATCH <br />SIZE AND SPACING OF <br />WALL REINF, TYP <br />#5@12" OC MAX, EF <br />(2)- #4 CONT <br />3' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />LT <br />S <br /> <br />L <br />A <br />P <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />#5@8" EF <br />(3)#6 CONT T&B <br />LEVEL 01 WEST <br />0' - 0" <br />RH <br />CONCRETE BEAM PER <br />PLAN, REINF PER SECTION <br />WALL EXTENSION AT <br />PARKING RAMP PER 12 <br />R1.S8.10 <br />TERMINATE BEAM LONG <br />BARS AT END OF COL PER 1 <br />R1.S5.50 <br />COLUMN PILASTER <br />PER COL SCHED AND 6 <br />R1.S3.61 <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 3:35:16 PM <br />R1.S8.10 <br />BELOW GRADE SECTIONS AND <br />DETAILS <br />S21043.00 <br />SCALE: 1/4" = 1'-0"3 SECTION <br />SCALE: 3/4" = 1'-0"11 SECTION <br />SCALE: 3/4" = 1'-0"12 SECTION <br />SCALE: 3/4" = 1'-0"10 SECTION <br />3/8" = 1'-0" <br />SECTION AT LANDING SUPPORT BEAM CONN TO CONC WALL2 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25