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3 <br />PARTITION WALL, BOTTOM CONNECTION <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />12 <br />2 HOLD-DOWN CONNECTION <br />1 NEW EXTERIOR FOOTING4 <br />PER PLAN <br />FINISH SURFACE <br />E.N. <br />SLAB PER PLAN <br />NEW 2x STUD WALL <br />P.T.D.F. SILL PLATE & A.B. PER SHEARWALL <br />SCHEDULE (MIN. 2x w/ 5 <br />8" DIA. A.B.) <br />8" <br />MI <br />N <br />. <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />3" <br /> <br />C <br />L <br />R <br />2 #4 CONT. REBAR TOP & <br />BOTTOM <br />SHEATHING PER PLAN <br />(WHERE OCCURS) <br />PAD GRADE <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />#4 x <br />24" <br />@ 32" <br />PER PLAN <br />FINISH GRADE <br />E.N. <br />POST PER PLAN <br />8" <br />MI <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />2 #4 CONT. REBAR <br />TOP & BOTTOM <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />HOLD DOWN PER PLAN <br />(WHERE OCCURS) <br />ANCHORED BOLT PER PLAN <br />1 3 <br />4" <br />MIN. <br />Le <br />= <br />1 <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />2x4 P.T. SILL PLATE W/ 0.145" <br />DIA. RAMSET SHOT PIN @ 32" <br />PER ICC ESR # 1799. 1-1/8 " <br />MIN. EMBEDMENT <br />2x STUD WALL PER PLAN <br />GYPSUM BOARD (TYP) <br />CONCRETE SLAB <br />PER PLAN <br />12° <br />6" <br />NEW 2x STUDS <br />@ 16" O.C. <br />NEW 2x P.T. PLT. <br />EXIST. FTG.NEW. FTG. <br />5/8"Ø A.B. <br />PER PLAN <br />1- #4 CONT. REBAR <br />4 REBAR EMBEDDED (N) # 6" <br />INTO EXISTING FOOTING AT <br />3/4" DIA. x 10" LONG HOLE <br />W/SET-XP EPOXY ESR # 2508 <br />W/SPECIAL INSPECTION <br />OLD TO NEW FOUNDATION CONNEC. <br />(E) 2x P.T. PLT. <br />SIMPSON 'MST27' <br />PAD GRADE <br />SLAB PER PLAN <br />SHEATHING PER PLAN <br />(WHERE OCCURS) <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />POST TO PLATE CONNECTION <br />NEW POST PER PLAN <br />(E)2x STUD WALL <br />(E)2x SILL PLATE <br />(E)CONCRETE FOOTING <br />8" MAX. <br />NEW 5/8" DIA THREADED ROD, <br />DRILL AND EPOXY WITH SIMPSON <br />'SET- XP' 5" EMBEDMENT. SPECIAL <br />INSPECTION REQUIRED <br />NEW SIMPSON A35 <br />11 <br />DETAIL <br />FINISH SURFACE <br />1-3/4" MIN. EDGE <br />OF DISTANCE <br />HOLD-DOWN CONNECTION (EX. FOOTING) <br />POST PER PLAN <br />SHEATHING PER PLAN <br />(WHERE OCCURS) <br />HOLD DOWN PER PLAN <br />E.N. <br />(E) CONC. SLAB <br />5/8"Ø ALL THREADED ROD W/ USE <br />SIMPSON EPOXY TIE SET-XP ICC-ESR # <br />2508 (SPECIAL INSPECTION REQUIRED) <br />Le <br />= <br />1 <br />0 <br />" <br /> <br />m <br />i <br />n <br />. <br />EXISTING CONCRETE FTG. <br />NEW SLAB TO EXISTING FOOTING <br />EXISTING SLAB ON GRADE <br />2- <br />1 <br />/ <br />2 <br />" <br />NEW SLAB ON GRADE PER PLAN <br />#4x24" DOWELS @ 24" <br />DRILL & EPOXY W/SIMPSON <br />"SET-XP" (ICC-2508) <br />5" MIN. EMBED SPECIAL <br />INSPECTION REQUIRED <br />CLEAN CONTACT SURFACES <br />WITH WIRE BRUSH <br />8" <br /> <br />M <br />I <br />N <br />. <br />NEW INTERIOR FOOTING <br />E.N. <br />SLAB PER PLAN <br />STUDS PER PLAN OR <br />SHEARWALL SCHEDULE <br />P.T.D.F. SILL PLATE & A.B. PER SHEARWALL <br />SCHEDULE (MIN. 2x w/ 5 <br />8" DIA. A.B. @ 48") <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />3" <br /> <br />C <br />L <br />R <br />SHEATHING PER PLAN <br />(WHERE OCCURS) <br />2 #4 CONT. REBAR TOP & BOTTOM <br />#4 x <br />24" <br />@ 32" <br />PER PLAN <br />CENTER LINE <br />FOOTING & STUDS <br />NEW ANCHORED BOLTS AT (E)FOOTING <br />(E) CONCRETE FTG. <br />(E) CONC. SLAB <br />SHEATHING PER PLAN <br />(WHERE OCCURS) <br />E.N. <br />USE SIMPSON EPOXY TIE SET-XP ICC-ESR # 2508 <br />(SPECIAL INSPECTION REQUIRED) <br />2x STUD PER PLAN <br />OR S.W. SCHEDULE <br />2x SILL PLATE P.T. <br />W/ 5/8"Ø A.B. PER PLAN <br />FINISH SURFACE <br />1-3/4" MIN. EDGE <br />OF DISTANCE <br />5" <br />24" <br />EXISTING CONCRETE FOOTING <br />7" <br /> <br />M <br />I <br />N <br />. <br />7" <br />MI <br />N <br />. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />3" <br />MI <br />N <br />. <br />PER PLAN <br />5" <br />POST PER PLAN <br />CENTER LINE <br />FOOTING & STUDS <br />CONCRETE SLAB <br />PER PLAN <br />A35 EACH SIDE <br />TOP AND BOTTOM <br />2x SILL PLATE <br />#5 DOWELS , 1 EACH <br />DIRECTION (4 TOTAL) <br />CONCRETE PAD PER PLAN <br />3 #4 BARS EACH WAY <br />NEW INTERIOR CONCRETE PAD <br />(E) CONCRETE SLAB <br />(N) # 4 REBAR EMBEDDED <br />6" INTO EXISTING FOOTING AT <br />3/4" DIA. x 10" LONG HOLE <br />W/SET-XP EPOXY ESR # 2508 <br />W/SPECIAL INSPECTION <br />NEW INTERIOR FOOTING AT (E)SLAB <br />E.N. <br />(E)CONC. SLAB <br />STUDS PER PLAN OR <br />SHEARWALL SCHEDULE <br />P.T.D.F. SILL PLATE & A.B. PER SHEARWALL <br />SCHEDULE (MIN. 2x w/ 5 <br />8" DIA. A.B. @ 48") <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />3" <br /> <br />C <br />L <br />R <br />SHEATHING PER PLAN <br />(WHERE OCCURS) <br />2 #4 CONT. REBAR TOP & BOTTOM <br />#4 x <br />24" <br />@ 32" <br />PER PLAN <br />CENTER LINE <br />FOOTING & STUDS <br />7" <br />MI <br />N <br />. <br />5"5" <br />#4 DOWELS AT 16" O.C. STAGGERED <br />EMBEDDED 5" INTO CONCRETE SLAB. <br />USE EPOXY TIE SIMPSON SET-XP <br />ICC-ES ESR #2508. <br />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />GALIDO <br />RESIDENCE <br />23-074 <br />08-12-2024 <br />R.B. <br />310-658-2071 <br />2805 N OLIVE LN, <br />SANTA ANA CA 92706 <br />APPROVED BY :O.V. <br />d e s i g n e r <br />O s c a r V e g a <br />SD-1 <br />FOUNDATION <br />DETAILS <br />STRUCTURAL PLANS BY: <br />NEWPORT <br />E & C INC. <br />ANDREW KASHE <br />17011 INDEPENDENCE WAY <br />YORBA LINDA, CA 92886 <br />CELL: 909-610-5409 <br />C I V I L <br />SIGNED: 05 / 28 / 24 <br />EXP. 12-31-24 <br />ANDREW KASHE <br />R <br />E <br />G <br />I <br />STERED PRO F E S S IONAL ENG <br />I <br />N <br />E <br />E <br />R <br />STATE OF C A L IFORNIA <br />C94117 <br />2805 N Olive Ln <br />11/18/2024