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SECTION <br />(N) 4" THK SLAB ON <br />GRADE MIN. 2500 PSI <br />10 MIL VISQUEEN VAPOR BARRIER <br />AROUND THE SLAB EDGE <br />(N) 1/2" DIA. DEFORMED <br />REINFORCING BARS @ <br />MAX 16" O.C <br />BOTTOM OF <br />COARSE AGGREGATE <br />(N) #4 DOWELS TO BE DRILLED AND <br />EPOXIED INTO EXISTING CONCRETE <br />FOOTINGS. MIN. 6" DOWELS TO MATCH (N) <br />FOOTING HORIZONTAL REINFORCEMENT <br />(E) FOOTING (N) FOOTING <br />SECTION <br />SECTION <br />CUT (E) SLAB FOR NEW FOOTING AND STEMWALL <br />2X P.T. SILL PLATE <br />INSULATION PER TITLE 24 <br />2X STUD FRAMING <br />1/2" ANCHOR BOLTS @ 6' O.C. <br />MIN. 10" W/ MIN. 7" EMBEDMENT <br />STUCCO WEEP SCREED <br />GRADE "D" BUILDING PAPER <br />NEW FOOTINGS SHALL BE <br />REINFORCED WITH FOUR <br />#4 DEFORMED <br />REINFORCING BARS (TWO <br />BARS AT TOP OF FOOTING <br />AND TWO BARS AT <br />BOTTOM). <br />(N) FOOTING <br />(E) SLAB <br />(E) DRIVEWAY <br />4" <br />12" <br />MIN. 18" <br />SECTION (N) 4" THK SLAB ON <br />GRADE MIN. 2500 PSI <br />(N) 1/2" DIA. DEFORMED <br />REINFORCING BARS @ <br />MAX 16" O.C <br />10 MIL VISQUEEN VAPOR BARRIER <br />AROUND THE SLAB EDGE <br />(N) 4" THK FILL OF <br />COARSE AGGREGATE <br />OR 2" SAND BED COVERED <br />WITH A MINIMUM 10 MIL VISQUEEN <br />MOISTURE BARRIER MEMBRANE <br />(E) STEEL REINFORCEMENT <br />(E) VAPOR BARRIER <br />(E) DOWELS <br />(E) BARS AT TOP <br />AND BOTTOM <br />(E) FOOTING <br />(E) ANCHOR BOLT TO REMAIN <br />(E) SLAB (N) SLAB <br />SECTION <br />(E) STEEL REINFORCEMENT <br />(E) VAPOR BARRIER <br />(E) DOWELS <br />(E) BARS AT TOP <br />AND BOTTOM <br />(E) FOOTING <br />(E) ANCHOR BOLT TO REMAIN <br />NOTE: <br />CONTRACT TO VERIFY ON <br />SITE THAT THE EXISTING <br />FOOTING IS MIN. 12" x 12" <br />(E) SLAB <br />MIN. 12" <br />MIN. 12" <br />24" <br />8" <br />20" <br />EDGE NAIL <br />EDGE NAIL <br />EXTERIOR WALL <br />INSULATION <br />EXTERIOR WALL <br />INSULATION <br />CEILING <br />INSULATION <br />2X ROOF RAFTERS <br />1/2" WOOD STR. PANEL <br />W/ 8d @ 6"/ 6"/ 12" O.C. <br />(COMMON NAILS) <br />2X SOLID BLOCKING <br />W/ APPROVED FRAMING <br />ANCHOR EA. BLOCK <br />WHERE STUCCO IS APPLIED <br />OVER SHEATHING. PROVIDE <br />2-LAYERS GRADE "D" <br />PAPER UNDER LATH <br />4" CONC. SLAB, #4 <br />DEFORMED REINF. @ 16" O.C. <br />EA WAY 2" SAND BED, <br />10 MIL VISQUEEN VAPOR RETARDER <br />2X P.T. SILL W/ 1/2" X 10" A.B. @ 6' O.C., <br />0.229" x 3" x 3" PLATE WASHERS <br />5 <br />S2 <br />5 <br />S2 <br />2x4 STUD WALL @ 16" O.C. <br />(DF STUD GRADE-MINIMUM) <br />15/32" WOOD STR. PANEL <br />OR STUCCO SHEAR PANEL <br />DOUBLE TOP <br />PLATE <br />E. N. 8d @ 6" O.C. <br />12" <br />24" <br />3" <br />8" <br />20" <br />CONTINUOUS 2 #4 BARS, <br />WITHIN 4" OF TOP & BETWEEN <br />3" AND 4" OF BOTTOM <br />#4 DOWELS @ 16" O.C. <br />FOR TWO POUR TYP. <br />4" CONC. SLAB, #4 <br />DEFORMED REINF. @ 16" O.C. <br />EA WAY 2" SAND BED, <br />10 MIL VISQUEEN VAPOR BARRIER <br />20" <br />4" MIN. OPEN GRADED <br />ROCK CAPILLARY BREAK <br />(3/4" DRAIN ROCK) W/ <br />10 MIL VISQUEEN MOISTURE BARRIER AT <br />INTERIOR CONDITIONS, S.A.D. <br />#4 BARS @16"o.c. EA. <br />WAY AT MID-DEPTH <br />CONCRETE SLAB-ON-GRADE <br />10 MIL VISQUEEN VAPOR BARRIER <br />AT INTERIOR CONDITIONS, S.A.D. <br />4" <br />4" MIN. <br />4" MIN. OPEN GRADED <br />ROCK CAPILLARY BREAK <br />(3/4" DRAIN ROCK) <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br /> <br />D <br />A <br />T <br />E <br /> <br />R <br />E <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SHEET: <br />SCALE: <br />DATE: <br />09/22/2023 <br />Charlie Melvin <br />1446 Armacost Ave #202 <br />Los Angeles, CA 90025 <br />(213) 423-0470 <br />S2 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />2318 MAPLE ST, SANTA ANA, CA 92707 <br />UN <br />I <br />T <br /> <br /># <br />2 <br />, <br /> <br />2 <br />3 <br />1 <br />8 <br /> <br />M <br />A <br />P <br />L <br />E <br /> <br />S <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />PA <br />G <br />E <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />W <br />/ <br /> <br />N <br />E <br />W <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br /> <br />6 <br />3 <br />1 <br />. <br />4 <br />0 <br /> <br />S <br />Q <br /> <br />F <br />T <br /> <br />A <br />D <br />U <br />(E) FOOTING TO (N) FOOTING CONNECTION <br />2" = 1' - 0" <br />22 <br />(E) SLAB TO (N) SLAB CONNECTION <br />2" = 1' - 0" <br />33 <br />(N) FOOTING UNDER (E) SLAB <br />2" = 1' - 0" <br />44 <br />(E) FOOTING <br />2" = 1' - 0" <br />11 <br />NEW FOOTING - F.S (EXT.) DETAIL <br />1" = 1' - 0" <br />55 <br />EXTERIOR WALL DETAIL <br />1" = 1' - 0" <br />77 <br />CONCRETE SLAB-ON-GRADE <br />1" = 1' - 0" <br />66 <br />Charlie Melvin <br />Owner - Cali ADU <br />06/04/2024 <br />2318 S Maple St Unit# 2 - <br />10111816410/15/2024