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6 <br />S2-101 <br />LT <br />S <br />DOWELS TO MATCH VERT WALL <br />REINF SIZE & SPACING <br />MAT <br />FOUNDATION <br />CONC WALL PER PLAN <br />MAT SLAB <br />WHERE OCCURS <br />CL WALL & VERT REINF <br />T/MAT <br />. <br />0" <br /> <br />T <br />Y <br />P <br />ROUGHEN CONTACT SURFACE TO <br />1/4" AMPLITUDE <br />ARCH DWGS <br />SEE MECH AND/OR <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />#4 @ 18"OC EA WAY <br />#4 W/ STD HOOK <br />@ 18"OC TYP AROUND <br />PERIMETER OF PAD <br />#4 W/ STD HOOK @ 18"OC <br />#4 CONTINUOUS <br />MAT SLAB REINF NOTE: <br />AT CONTRACTOR'S OPTION <br />ADD CURB OR PAD PER <br />WHERE "t" > 8", <br />ADDL #4 @ 18"OC <br />EA WAY <br />CONSTRUCTION JOINT <br />AT <br />CONTRACTOR'S OPTION <br />MAT SLAB REINF <br />CLEAN AND ROUGHEN, <br />CONSTRUCTION JOINT <br />AT CONTRACTOR'S OPTION <br />12 <br />" <br /> <br />M <br />A <br />X <br />8" MAX <br />B CURB AT MAT SLAB <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />"t <br />" <br /> <br />= <br /> <br />1 <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />A HOUSEKEEPING PAD <br />AT MAT SLAB <br />. <br />. <br />2" <br />C <br />L <br />R <br />SEE ARCH <br />2" <br /> <br />C <br />L <br />R <br />2ND POUR1ST POUR <br />DO NOT CUT REINF <br />INTERMITTENT KEY, <br />FORM W/ 2x6, 5 1/2" LONG <br />@ 12" OC <br />#4 x 4'-0" @ 12"OC. <br />ALLIGN WITH INTERMITTENT KEY <br />EQ <br /> <br />E <br />Q <br />2'-0" <br />1 <br /> 6 <br />MAT SLAB REINF <br />MAT SLAB REINF <br />#4 PERIMETER AND <br />DIAGONAL TRIM BARS <br />SEE <br />WHEN DEPRESSION EXCEEDS 4", <br />PROVIDE ADDITIONAL BARS TO MATCH <br />MAT SLAB REINF SIZE AND SPACING <br />W/ STD HOOK <br />SLOPE OF MAT SLAB <br />AND REINF <br />CLASS "B" LAP <br />MA <br />X <br />7" <br /> <br />1 1/2" <br />A <br />#4x4'-0" DIAG <br />REINF <br />TYP EA CORNER <br />#4 PERIMETER <br />REINF <br />TYP EA SIDE <br />DEPRESSION <br />MIN TYP <br />CLASS "B" <br />A TRIM BARS <br />. <br />. <br />6" <br />3' <br />- <br />0 <br />" <br />MI <br />N <br /> <br />M <br />I <br />N <br />LEAVE 1" GAP BETWEEN <br />SLEEVE AND PIPE <br />CAULK SEAL GAP AT PIPE/SLEEVE INTERFACE AT MAT SLAB.3. <br />2.PROVIDE MIN. 2" CLR BETWEEN SLEEVE AND REINFORCING. <br />1.MINIMUM CLEAR DISTANCE BETWEEN SLEEVES SHALL BE 3X LARGEST SLEEVE DIAMETER. <br />NOTES: <br />SLEEVE (CAULK <br />WHERE NECESSARY) <br />NO DIGGING FOR PIPE TRENCH <br />PARALLEL TO MAT SLAB WITHIN <br />THESE LINES. <br />1 <br />SIDES OF THE EXCAVATION FROM CAVE-IN UNTIL ALL BACKFILL IS COMPLETED. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SHEATHING OR OTHERWISE MAINTAINING THE <br />PIPE <br />2 <br />4. <br />COLUMN <br />WHERE OCCURS <br />MI <br />N <br />MA <br />X <br />NOTE 1 <br />B/ MAT <br />D <br />D/ <br />3 <br />D/ <br />3 <br />D <br />4" <br /> <br />M <br />I <br />N <br />. <br />. <br />2'-0" MIN <br />6" MIN <br />SEE <br />1'-6" MIN <br /> DIA (BUT NOT LESS THAN 6") <br />1 1/2" x LARGEST SLEEVE <br />T/ MAT <br />0' - 4 <br /> <br />9 <br />/ <br />1 <br />6 <br />" <br />9" <br />CL CL CL <br />DOWELS TO MATCH <br />VERT WALL REINF <br />SIZE & SPACING <br />BOT BARS W/ <br />STD HOOK <br />MAT SLAB WHERE <br />CONTINUES <br />LT <br />S <br />CL <br />A <br />S <br />S <br /> <br />" <br />B <br />" <br />T.O. OF MAT <br />OR FTG <br />TYP <br /> 2" CLR, <br />MAT FOUNDATION <br />DOWELS TO MATCH <br />COL VERT BARS <br />T.O. MAT <br />MAT FOUNDATIONLT <br />S <br />CONC COL <br />MI <br />N <br />1' <br />- <br />0 <br />" <br />PROVIDE HOOKED <br />BARS TO MATCH SIZE <br />AND SPACING OF <br />COLUMN TIES ABOVE <br />WHERE COLUMN IS LOCATED <br />LESS THAN "T/2" FROM EDGE <br />OF MAT, EXTEND TIES TO <br />BASE OF MAT FOUNDATION <br />"T <br />" <br />MA <br />T <br /> <br />T <br />H <br />K <br />DOWELS TO MATCH <br />COL VERT BARS <br />1. <br />2 <br />5 <br /> <br />X <br /> <br />L <br />T <br />S <br />CONC COL <br />T.O. MAT <br />MAT FOUNDATION <br />Ld <br />PROVIDE HOOKED BARS TO MATCH <br />SIZE AND SPACING OF COLUMN <br />TIES ABOVE. PROVIDE EITHER U- <br />BARS OR BARS WITH SEISMIC HOOK <br />Ld PROVIDE HOOKED <br />REBAR AT WALL FACE <br />TO MATCH SIZE AND <br />SPACING OF COLUMN <br />TIES ABOVE <br />PROVIDE HOOKED <br />REBAR IN BOTH <br />DIRECTIONS AT CORNER <br />Ld, TYP <br />Ld, TYP <br />1 <br />1 <br />T/MAT <br />EL=PER PLAN <br />MAT REINFORCING <br />PER PLAN <br />NOT TO SCALE <br />CONCRETE WALL ON MAT FOUNDATION7 <br />NOT TO SCALE <br />CURBS AND HOUSEKEEPING PADS ON MAT FOUNDATION10 <br />NOT TO SCALE <br />TYPICAL MAT FOUNDATION CONSTRUCTION JOINTS3 NOT TO SCALE <br />MAT FOUNDATION DEPRESSION4 <br />NOT TO SCALE <br />PIPE CLEARANCE AND SLEEVES THROUGH MAT <br />FOUNDATIONS6 <br />NOT TO SCALE <br />EXTERIOR WALL ON MAT FOUNDATION11 NOT TO SCALE <br />CONCRETE COLUMN AT MAT FOUNDATION12 <br />NOT TO SCALE <br />CONCRETE CORE AND SHEAR WALL AND COLUMN <br />AT EDGE OF MAT FOUNDATION5 <br />NOT TO SCALE <br />CONCRETE CORE AND SHEAR WALL AND COLUMN <br />AT EDGE OF MAT FOUNDATION9 <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 3:27:55 PM <br />R1.S3.20 <br />TYPICAL MAT FOUNDATION DETAILS <br />S21043.00 <br />SCALE: 3/4" = 1'-0"2 MAT THICKNESS CHANGE DETAIL <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