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LEVEL P 01 <br />-11' - 0" <br />RF RG <br />TYP <br />LT <br />S <br />TYP <br />LTS <br />SHEAR TIE WHERE <br />SHOWN PER PLAN <br />REFER TO <br />BASEMENT WALL <br />SECTIONS FOR <br />SKIN <br />REINFORCINGS <br />FOUNDATION <br />WALL REINF PER <br />SCHEDULE <br />MAT FOUNDATION PER PLAN. <br />PROVIDE LEVEL FINISHED SURFACE <br />INSIDE OF STORAGE ROOM. AT <br />CONTRACTOR OPTION SLAB MAY BE <br />POURED INTEGRAL WITH MAT OR AS A <br />TOPPING SLAB OVER SLOPED OVER <br />SLOPED MAT PER <br />RAMP WALL REINF <br />PER SCHEDULE <br />TYP <br />LT <br />S <br />T/MAT <br />SEE PLAN <br />10 <br />R1.S3.20 <br />REFER TO <br />BASEMENT WALL <br />SECTIONS FOR <br />U-BARS ON <br />PERIMETER <br />MAT FOUNDATION PER PLAN. <br />T/MAT <br />SEE PLAN <br />MAT FOUNDATION PER PLAN . <br />(NOTE 1) <br />3' <br />- <br />0 <br />" <br />M <br />I <br />N <br />TYP <br />1'-6" <br />10" THK RC SLAB <br />DEPTH PER MEP DRAWINGS <br />7' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />SHEAR TIE WHERE <br />SHOWN PER PLAN <br />REFER TO BASEMENT WALL <br />SECTIONS FOR SKIN <br />REINFORCINGS <br />REFER TO <br />BASEMENT WALL SECTIONS FOR <br />U-BARS ON PERIMETER <br />TYP <br />Ld <br />#5@12" OC EW T&B <br />#7@12" OC EF VERT <br />#5@12" OC EF HORIZ <br />#7@12" OC EW T&B (NOTE 1)NOTE: <br />1. AT PIT BTWN GRIDS "RH" & "RJ" PROVIDE 3'-6" THK SLAB W/ (2) LAYERS OF #9@12" OC BOTT. <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 />1/2" = 1'-0" <br />11/19/2024 3:27:47 PM <br />R1.S3.13 <br />MAT FOUNDATION SECTION <br />S21043.00 <br />SCALE: 1/2" = 1'-0"1 SECTION <br />SCALE: 1/2" = 1'-0"6 SECTION AT MEP VAULT <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25