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#3 DOWELS @ 18"CC MID- <br />DEPTH w/ 3" MIN EMBED IN <br />(E) SLAB USING ADHESIVE <br />MATCH (E) VAPOR <br />RETARDER AS OCCURS; <br />REPAIR VAPOR RETARDER <br />PER MFR'S INSTRUCTIONS <br />#3 @ 18"CC <br />MAX (2 MIN) <br />BACKFILL BY OTHERS <br />TRENCH <br />12" WIDE MIN <br />(E) SLAB <br />NOTES: <br />1. SCAN SLAB PRIOR TO SAWCUTTING TO AVOID ANY EXISTING <br />CONDUIT OBSTRUCTIONS. <br />2. PROVIDE STD HOOK WHERE DOWEL LENGTH IN NEW CONC IS <br />LESS THAN 12". <br />3. TENSION TEST NOT REQD FOR SHEAR DOWELS ACROSS COLD <br />JOINTS IN EXTERIOR SLAB ON GRADE WHERE THE SLAB IN NOT <br />PART OF THE LFRS. <br />PIPE OR CONDUIT AS <br />OCCURS PER MEP <br />DRAWINGS <br />2" <br /> <br />M <br />I <br />N <br />MATCH (E) SLAB <br />THICKNESS, 4" MIN <br />WHERE TRENCH WIDTH <br />EXCEEDS 4'-0" SEE <br />(E) SUB BASE; MATCH <br />EXISTING WHERE <br />DISTURBED <br />8" MIN <br />TYP <br /> <br />4" MAX <br />2 <br />S5.01 <br />#3 DOWELS x 18" LONG w/ 3" <br />EPOXY EMBEDMENT @ 18"CC <br />REPLACEMENT SLAB <br />THICKNESS TO MATCH <br />(E) SLAB <br />NOTE: <br />WHERE (E) SLAB IS NOT <br />REINFORCED, ONLY DOWELS <br />ARE REQUIRED. <br />REPLACEMENT SLAB NEED <br />NOT BE REINFORCED. <br />2" <br /> <br />M <br />I <br />N <br /> <br />EQ <br />EQ <br />(E) SLAB SLAB ON GRADE <br />WHERE (E) SLAB BASE IS <br />DISTURBED, REPLACE TO <br />MATCH (E) CONDITIONS. <br />IF (E) VAPOR RETARDER <br />IS DAMAGED, REPAIR <br />PER MFR INSTRUCTIONS <br />WHERE (E) SLAB IS REINFORCED, <br />PROVIDE EQUIVALENT <br />REINFORCING IN REPLACEMENT <br />SLAB w/ #3 @ 18"CC MIN <br />SAWCUT <br />(E) CONC, SHADED <br />AREA TO BE <br />REMOVED <br />DRILL 1 1/2"Ø MAX <br />HOLE EA CORNER <br />PRIOR TO SAWCUT <br />CAREFULLY REMOVE <br />REMAINING WEDGE, <br />DO NOT OVERCUT <br />(E) CONC TO <br />REMAIN <br />SAWCUT <br />NOTE: <br />USE NON-DESTRUCTIVE MEANS SUCH AS SCANNING <br />TO LOCATE EMBEDDED ITEMS PRIOR TO CUTTING. <br />600 Q STREET, SUITE 200 <br />SACRAMENTO, CA 95811 <br />916 443 0303 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />14 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br /># <br />1 <br />7 <br />0 <br />SI <br />M <br />O <br />N <br />M <br />E <br />D <br /> <br />I <br />M <br />A <br />G <br />I <br />N <br />G <br />06/19/2024 <br />24-004 <br />GKA ARCHITECTS. ALL RIGHTS RESERVED <br />COPYRIGHT © 2024 <br />WWW.GKA-ARC.COM <br />(213) 200-0030 <br />LOS ANGELES, CA 90071 <br />633 W 5TH ST, STE 2607 <br />SHEET NUMBER: <br />SHEET TITLE: <br />ISSUE DATE: <br />PROJECT NUMBER: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />DESCRIPTIONDATEREV <br />6/ <br />2 <br />4 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />0 <br />: <br />4 <br />8 <br />: <br />1 <br />9 <br /> <br />A <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />K <br />e <br />i <br />t <br />h <br />S <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />B <br />u <br />e <br />h <br />l <br />e <br />r <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />\D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />4 <br />- <br />0 <br />1 <br />3 <br />7 <br />_ <br />S <br />i <br />m <br />o <br />n <br />M <br />e <br />n <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />_ <br />R <br />v <br />t <br />2 <br />3 <br />_ <br />C <br />e <br />n <br />t <br />r <br />al <br />_ <br />k <br />s <br />o <br />w <br />l <br />e <br />y <br />. <br />r <br />v <br />t <br />CONCRETE DETAILS <br />S5.01 <br />DETAIL NO SCALE <br />S5.01 <br />1 <br />UTILITY TRENCH AT <br />(E) SLAB ON GRADE <br />310SD802 <br />DETAIL NO SCALE <br />S5.01 <br />2 <br />SLAB ON GRADE <br />TO (E) SLAB <br />310SD801 <br />DETAIL NO SCALE <br />S5.01 <br />3 <br />SAWCUT OPENING IN <br />(E) WALL OR SLAB <br />320SD800 <br />APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE <br />TYPICAL DETAILS <br />SEOR STAMP IS APPLICABLE ONLY <br />TO THE STRUCTURAL CONTENT OF <br />THE FOLLOWING DETAILS ON THIS <br />PAGE: <br />1401 N Tustin Ave Unit# <br />170 - TI1/27/2025