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13 <br />5678 <br />9101112 <br />STUD WALL <br />PER PLAN <br />2x P.T.D.F. SILL PL w/ 5 8 " <br />DIA. A.B. @ 32" DRILL & <br />EPOXY w/ SIMPSON'S <br />SET-3G (ESR-4057) <br /> 6" MIN. EMBED SPECIAL <br />INSPECTION REQUIRED <br />(E) SLAB <br />(E) CONT FTG. <br />6" HIGH <br />CONC. CURB <br />#4 CONT. <br />E.N. <br />SHEATING PER <br />PLAN <br />AT (E) FTG.B <br />(E) SLAB PAD GRADE <br />P.T.D.F. SILL PL & A.B. PER <br />SHEARWALL SCHEDULE <br />(MIN: 2x w/ 5 8 "0 A.B. @ 48") <br />STUD WALL <br />PER PLAN <br />MIN. <br />CURB <br />EM <br />B <br />E <br />D <br />#3 x @ 18" <br />24" <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br /> <br />( <br />2 <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />3" <br /> <br />C <br />L <br />R <br />. <br />A. <br />B <br />. <br />EM <br />B <br />D <br />. <br />REINF. PER PLAN <br />8" <br />MI <br />N <br />. <br />E.N. <br />FINISH <br />GRADE <br />6" <br /># 3 CONT. <br />SHEATING PER <br />PLAN <br />DRILL & EPOXY w/ <br />SIMPSON'S 'SET-3G' <br />(ICC #ESR-4057) <br />6" MIN. EMBED SPECIAL <br />INSPECTION REQUIRED <br />PER PLAN <br />(12" MIN) <br />6" <br />AT NEW FTG.A <br />(E) SLAB <br />(E) CONT FTG. <br />AT (E) FTG.B <br />(E) SLAB PAD GRADE <br />EM <br />B <br />E <br />D <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br /> <br />( <br />2 <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />3" <br /> <br />C <br />L <br />R <br />. <br />REINF. PER PLAN <br />8" <br />MI <br />N <br />. <br />E.N. <br />FINISH <br />GRADE <br />6" <br />PER PLAN <br />(12" MIN) <br />6" <br />AT NEW FTG.A <br />HOLDOWN POST <br />PER PLAN <br />HOLDOWN PER <br />PLAN <br />THREADED ROD(SIZE PER <br />HOLDOWN) DRILL & EPOXY <br />SIMPSONS SET-3G (ESR-4057) <br />10" EMBED. FOR 5/8" DIA. A.B.S. <br />15" EMBED. FOR 7/8" DIA. A.B.S. <br />SPECIAL INSP. REQ'D. <br />HOLDOWN POST <br />PER PLAN <br />HOLDOWN PER <br />PLAN <br />FOR ITEMS NOT <br />NOTED SEE 1 <br />S4.0 <br />EM <br />B <br />E <br />D <br />EM <br />B <br />E <br />D <br />(E) 2x SILL PLATE w/ 5 8 " DIA. <br />SIMPSON RETROFIT BOLTS <br />(RFB # 5x8) w/ SIMPSON <br />SET-3G EPOXY(ESR-4057) <br />SPACING PER SHEARWALL <br />SCHEDULE) 6" EMBEDMENT <br />(SPECIAL INSPECTION <br />REQUIRED) <br />SHEATING PER <br />PLAN <br />E.N. <br />(E) SLAB <br />(E) CONT FTG. <br />HOLDOWN POST <br />PER PLAN <br />HOLDOWN PER <br />PLAN <br />(E) CONT FTG. <br />THREADED ROD(SIZE PER <br />HOLDOWN) DRILL & EPOXY <br />SIMPSONS SET-3G (ESR-4057) <br />10" EMBED. FOR 5/8" DIA. A.B.S. <br />15" EMBED. FOR 7/8" DIA. A.B.S. <br />SPECIAL INSP. REQ'D. <br />FOR ITEMS NOT <br />NOTED SEE 5 <br />S4.0 <br />(E) SLAB <br />POST <br />PER PLAN <br />A34 CLIP EA. SIDE <br />(A35 AT 6"" WALL) <br />(E) SLAB <br />FOR ITEMS NOT <br />NOTED SEE 5 <br />S4.0 <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <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 />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:8/1/24 <br />RAMIREZ <br />STRUCTURAL INC <br />FOUNDATION <br />DETAILS <br />S4.0 <br />816 N Towner St #2 <br />9/23/2024