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COLUMN BEYOND <br />T/SLAB <br />PER PLAN <br />0' - 3" <br />CURB, SEE ARCH <br />R15 R16 <br />CMU WALL PER PLAN <br />COLUMN BEYOND <br />SLAB REINF PER PLAN . <br />SLAB REINF PER PLAN <br />SLAB REINF PER PLAN TYP <br />6"MAX <br />TYP <br />6"MAX <br />. <br />. <br />TYP <br />LTS <br />CMU WALL DOWEL TO <br />MATCH VERT BAR <br />SIZE AND SPACING <br />CONC BEAM PER PLAN <br />REINF PER SCHED <br />COLUMN BEYOND <br />COLUMN BEYOND <br />TYP <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />RF RG <br />T/GRADE <br />SEE PLAN <br />T/MAT <br />EL = SEE PLAN <br />SIDEWALK / PAVING <br />SEE CIVIL <br />PROPERTY LINE <br />LOCATION PER ARCH <br />SLAB REINF. <br />PER PLAN <br />. <br />#6@12" EF VERT <br />#5@12" HORIZ <br />MAT REINF PER PLAN <br />SIZE AND SPACING <br />TO MATCH VERT <br />WALL REINF. <br />STARTER DOWELS, SIZE <br />AND SPACING TO MATCH <br />VERT WALL REINF <br />#8@12" X <br />LTS <br />#6@12 SKIN <br />REINFORCING <br />TYP UNO <br />SEE PLAN <br />6"MIN <br />TY <br />P <br />LT <br />S <br />Ld <br />SLAB REINF. <br />PER PLAN <br />. <br />SLOPING NWT CONC <br />TOPPING (4" MAX) <br />R15 <br />0' - 6" <br />CURB, SEE ARCH <br />R14 <br />COLUMN BEYOND <br />CONCRETE BEAM <br />PER SCHEDULE <br />#4 @ 12" OC EFSLAB REINF PER PLAN <br />SLAB REINF PER PLAN . <br />RAMP SLAB REINF <br />PER PLAN <br />TYP <br />6"MIN <br />6" <br />TYP <br />LTS <br />. <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />BE <br />A <br />M <br /> <br />D <br />E <br />P <br />T <br />H <br />(4)-#6 BARS TOP <br />AT EXTENSION <br />LdSEE ARCHLTS <br />TYP <br />6"CONC BEAM PER PLAN <br />REINF PER SCHED <br />LEVEL 01 WEST <br />0' - 0" <br />R15 <br />MIN <br />6" <br />SEE ARCH FOR CURB <br />REQUIREMENTSSEE PLAN <br />VARIES <br />T/BEAM BEYOND <br />2' - 6 <br />" <br />BEAM DEPTH <br />PER SCHED <br />CONC BEAM <br />PER SCHED <br />CONC BEAM <br />PER SCHED <br />SLAB REINF PER PLAN <br />SLAB REINF <br />PER PLAN <br />. <br />TYP <br />LTS <br />TYP <br />LTS <br />. <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 3:35:25 PM <br />R1.S8.20 <br />GROUND LEVEL SECTIONS AND <br />DETAILS <br />S21043.00 <br />SCALE: 3/4" = 1'-0"1 SECTION <br />SCALE: 1/2" = 1'-0"7 SECTION <br />SCALE: 3/4" = 1'-0"11 SECTION <br />SCALE: 3/4" = 1'-0"9 SECTION <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