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3 4 <br /> 5 7 <br /> 9 10 11 12 <br /> 1 <br />STUD PER PLAN OR <br />SHEARWALL SCH. <br />P.T.D.F. SILL PL & A.B. PER <br />SHEARWALL SCHEDULE <br />(MIN: 2x w/ 5 <br />8 " DIA. A.B. @ 48") <br />SLAB PER PLAN <br />SHEATING PER PLAN <br />(WHERE OCCURS) <br />FINISH GRADE <br />E.N. <br />REINF. PER PLAN <br />#3 x @ 32" <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 />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />8" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />PAD GRADE <br />PER <br />PLAN <br />STUD PER PLAN OR <br />SHEARWALL SCH. <br />P.T.D.F. SILL PL & A.B. PER <br />SHEARWALL SCHEDULE <br />(MIN: 2x w/ 5 <br />8 " DIA. A.B. @ 48") <br />SLAB PER PLAN <br />SHEATING PER PLAN <br />(WHERE OCCURS) <br />FINISH GRADE <br />E.N. <br />REINF. PER PLAN <br />#3 x @ 32" <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 />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />8" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />PAD GRADE <br />6" <br /># 3 CONT. <br />A. <br />B <br />. <br />EM <br />B <br />E <br />D <br />PER <br />PLAN <br />NOTE: <br />USE A CONCRETE CURB WHERE <br />REQUIRED FOR WOOD PROTECTION AB <br />REINF. <br />PER SCH.PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br />TY <br />P <br />PE <br />R <br />SC <br />H <br />E <br />D <br />. <br />BR <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />POST <br />PER <br />PLAN <br />ENCLOSURE PER ARCH <br />(WHERE OCCURS) <br />CL COLUMN & FOOTING <br />CONC. SLAB ON GRADE <br />PER PLAN <br />CB POST BASE <br />CL. FTG. & WALL <br />ALIGN BOTTOM <br />OF FOOTINGS <br />(E) CONC. FOOTINGS <br />WITH WIRE BRUSH <br />CLEAN CONTACT SURFACES <br />NEW <br />SPECIAL INSPECTION <br />SIMPSON'S SET-3G (ESR <br />6" MIN. EMBED <br />DRILL & EPOXY w/ <br />REQUIRED <br />EXISTING <br />#4057) <br />(E) STUD WALL <br />(WHERE OCCURS) <br />DOWELS TO MATCH <br />FOOTING. REINF. <br />(2'-6" MIN. LAP) <br />(N) CONC. FOOTING <br />& REINF. <br />(E) CONC. CURB <br />(WHERE OCCURS) <br />(E) SLAB ON GRADE <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(ICC#4057) <br />SPACING PER SHEARWALL <br />SCHEDULE) 6" EMBEDMENT <br />(SPECIAL INSPECTION <br />REQUIRED) <br />SHEATHING <br />PER 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 (ICC#4057) <br />10" EMBED. FOR 5/8" DIA. A.B.S. <br />SPECIAL INSP. REQ'D. <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(ICC#4057) <br />(SPACING PER SHEARWALL <br />SCHEDULE) 6" EMBEDMENT <br />(SPECIAL INSPECTION <br />REQUIRED) <br />SHEATHING <br />PER 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 (ICC#4057) <br />10" EMBED. FOR 5/8" DIA. A.B.S. <br />SPECIAL INSP. REQ'D. <br />(E) SLAB(E) SLAB <br />#4x24" DOWELS @ 24" DRILL <br />EPOXY w/ SIMPSONS SET-3G <br />(ICC#4057) 6" MIN. EMBED <br />SPECIAL INSPECTION <br />REQUIRED <br />NEW SLAB ON <br />GRADE PER PLAN <br />3'-0" MIN. <br />CLEAR CONTACT SURFACES <br />w/ WIRE BRUSH <br />8" <br />MI <br />N <br />. <br />NEW SLAB ON <br />GRADE PER PLAN <br />3'-0" MIN. <br />CLEAR CONTACT SURFACES <br />w/ WIRE BRUSH <br />8" <br />MI <br />N <br />. <br />FOR ITEMS NOT <br />NOTED SEE 5 <br />S4.0 <br />#4x24" DOWELS @ 24" DRILL <br />EPOXY w/ SIMPSONS SET-3G <br />(ICC#4057) 6" MIN. EMBED <br />SPECIAL INSPECTION <br />REQUIRED <br />FOR ITEMS NOT <br />NOTED SEE 5 <br />S4.0 <br />AB <br />AB <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REGISTER <br />G <br />EDP <br />E <br />ROFESSIONALEN <br />F <br />IN <br />N <br />E <br />R <br />STATEOF CALI <br />R <br />OR <br />AIIC <br />I <br />V IL <br />JOSE C.MAR <br />ZE <br />C 91046 <br />EXP. 03-31-26 <br />A <br />B <br />C <br />PROJECT NO.26-135 <br />DATE:1/22/26 <br />RAMIREZ <br />STRUCTURAL INC <br />DESCRIPTIONREVISION DATE <br />APPROVAL STAMP <br />23 <br />2 <br />3 <br /> <br />W <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />23 <br />2 <br />3 <br /> <br />W <br /> <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <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 />4 <br />S4.0 <br />FOUNDATIONS <br />DETAILS