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NTS <br />DETAIL10 <br />NTS <br />DETAIL6 <br />NTS <br />DETAIL2 <br />NTS <br />NEW CONC WALL TO (E) CONC WALL14 <br />NTS <br />BUILT UP WOOD STEP9 <br />NTS <br />DETAIL5 <br />NTS <br />DETAIL1 <br />NTS <br />DETAIL13 <br />NTS <br />DETAIL11 <br />NTS <br />DETAIL7 <br />NTS <br />DETAIL3 <br />NTS <br />NEW FOOTING TO (E) FOOTING15 <br />NTS <br />DETAIL8 <br />NTS <br />CHIMNEY INFILL16 <br /> <br /> <br />SHEAR WALL <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />2X6 STUDS <br />@16"O/C <br />SIZE & SPACING OF <br />DOWEL TO MATCH SLAB REINF. <br />± 3" <br />E.N. <br />2X MIN PTDF SILL PL. <br />W/ S.B. PER SCHED <br />(2) #3 <br />SLAB PER PLAN <br />18" <br />#3 TIES <br />@24"O/C <br />(2) #5 <br />T&B <br />6"± <br />ADD ADDT'L #5 @ 12" O/C (3 MIN) <br />W/ STD HOOKS @ FTG EXTENSION <br />24 <br />" <br />M <br />I <br />N <br />(E) CONC BASEMENT WALL (E) STEPS DOWN TO <br />BASEMENT <br />(N) SLAB ON GRADE <br /> PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />SIZE & SPACING OF <br />DOWEL TO MATCH <br />SLAB REINF. <br />SLAB PER PLAN <br />WIDTH PER PLAN <br />#3 TIES <br />@24"O/C <br />(2) #5 <br />T&B <br />6"± <br />de <br />MI <br />N <br />. <br />HOLDOWN <br />PER PLAN <br />SILL PLATE <br />POST <br />PER SCHEDULE <br />ANCHOR BOLTS <br />PER SCHEDULE <br />EN <br />EQ EQ <br />"F" <br />MIN <br />PAB ANCHOR BOLT SCHEDULE <br />5/8" <br />DIAMETER <br />1 3/8" <br />PLATE WASHER SIZE <br />1/2"X 1 3/4"X 1 3/4" <br />L1 <br />L <br />1 <br />PLATE WASHER <br />HOLDOWN SCHEDULE <br />HDU2 <br />SIZE SIMPSON PAB <br />PAB4 - 1/2"6" <br />"de" (U.N.O)F <br />9" <br />(FROM TOP OF PLATE <br />WASHER TO END OF <br />ANCHOR ROD) <br />SHEAR WALL <br />PER PLAN <br />3"CL <br />R <br />TY <br />P <br />24 <br />" <br />M <br />I <br />N <br />"F" <br />MIN <br />6" <br />± <br />ADD ADDT'L #5 @ 12" O/C T&B <br />(3 MIN)W/ STD HOOKS @ FTG <br />EXTENSION <br />MIN FTG WIDTH <br />PER PLANEXTEND TO <br />MEET "F" MIN <br />±6" <br />MAX EXTEND TO <br />MEET F MIN PER <br />HOLDOWN SCHEDULE <br />FTG <br />PER PLAN <br />FOR INFORMATION NOT <br />SHOWN HERE SEE 1 <br />- <br />PLAN VIEW <br />HOLDOWN <br />ANCHOR BOLT <br />POST SIZE <br />(2) 2X6 <br />EXTEND TO <br />MEET F MIN PER <br />HOLDOWN SCHEDULE <br />WALL BEYOND <br />SEE ARCHT'L / <br /> DRAWINGS <br />EXTERIOR PAVEMENT <br />PER ARCHT'L / CIVIL <br />DRAWINGS <br />24 <br />" <br />M <br />I <br />N <br />NOT SHOWN ON <br />FDN PLAN <br />18" MIN <br />V.I.F. <br />(E) FTG <br />(N)CONC SLAB <br />(E) RAISED FLOOR <br />& STEM WALL <br />E.N. <br />A35 @EA SIDE OF POST <br />(N) POST <br />@ (E) WALL <br />(E) SHT'G V.I.F. <br />NOTIFY SEOR ONCE <br />FINISHES REMOVED <br />S.N. <br />B.N. <br />SHEAR WALL <br />PER PLAN <br />E.N. <br />SLAB PER PLAN <br />2X6 STUDS <br />@16"O/C <br />24" MIN <br />LAP SPLICE <br />4" EMBED W/ SIMPSON <br />"SET-3G" EXPOXY <br />ICC #ESR-4057 <br />#3 DOWELS @ MATCH <br />CONC SALB REINF. SPACING <br />18 <br />" <br /> <br />M <br />A <br />X <br />BALANCE OF INFO <br />PER 1 <br />- <br />18 <br />" <br /> <br />M <br />I <br />N <br />"SET-3G" EXPOXY <br />ICC #ESR-4057 <br />6" EMBED W/ SIMPSON <br />ALL FRM'G <br />TO BE PTDF <br />#4 @ 12" O/C <br />SEE ARCHT'L <br />3" CLR <br />EQ <br />BUILT UP WOOD <br />STEPS PER PLAN <br />2X MIN PTDF SILL PL. <br />W/ S.B. PER SCHED <br />SIZE & SPACING OF <br />DOWEL TO MATCH <br />SLAB REINF. <br />12 <br />" <br />SHEAR WALL <br />PER PLAN <br />(2) 2X4 @ 16" O/C <br />BUILT UP WOOD <br />PER PLAN STEPS <br />SLAB ON GRADE <br />PER PLAN <br />1/2" Ø HEAVY HEX. <br />HED A.B. @ <br />E.A. RCKW <br />6" EMBED <br />12" <br />2x PTDF SILL <br />SIMPSON RCKW3 <br />W/ (4) SD SCREWS <br />TO EA STUD <br />2" DIA <br />WROUGHT IRON POST <br />@ 4'-0" O.C. <br />(E) WOOD <br />FRAMING <br />(V.I.F.) <br />(E) FTG <br />3X6 PTDF <br />W/ (2) 1/4" SDD <br />X 5" LONG @24"O/C <br />2X6 @16"O/C <br />W/ HU HANGERS <br />@ EA END <br />10d @6"O/C <br />3x SHAPED <br />10d @6"O/C <br />SLAB ON GRADE <br />PER PLAN <br />A35 @ <br />EA SHAPED 3x <br />3/4" PLY TYP <br />@ RISER <br />MIN 2X10 P.T. SILL <br />W/1/2" DIA HILTI <br />KB-TZ-2 EXP ANCHORS <br />W/ 3"NOM EMBED @12"O/C <br />PER ICC ESR 4266 <br />(2) 10d TO EA <br />STRINGER <br />15" MIN <br />V.I.F. <br />NEW FOOTING TO MATCH EXISTING <br />VERIFY IN FIELD EXISTING DIMENSIONS <br />W/ (2) #5 CONT. AT BOTTOM <br />AND #5@12" O.C. TRANSVERSE <br />(E) RAISED FLOOR <br />FRAMING BEYOND <br />10d @ 6" O.C. <br />(N) 2X STUDS @ 16" O.C. TO <br />MATCH EXISTING STUDS <br />(E) ROOF FRAMING BEYOND <br />(E) DBL. TOP PLATES <br />SHT'G <br />PER PLAN <br />PROVIDE NEW 1/2" STRUCT-1 <br />PLYWOOD SHEATHING TO MATCH <br />EXISTING W /10d @ 6", 12" <br />PROVIDE NEW 2X CONT. <br />BETWEEN (E) JOISTS THAT <br />HEADED OUT THE (E) CHIMNEY <br />2X PTDF SILL PL <br />W/ 5/8" DIA. A.B (7" EMBED) @ 16" O.C., <br />(2) A.B. MIN PER SILL PL <br />10d @ 6" O.C. <br />12 <br />" <br /> <br />M <br />I <br />N <br />V. <br />I <br />. <br />F <br />. <br />STEM WALL TO MATCH EXISTING <br />PROVIDE #4 VERT W/ STD HOOK @ 12 " O.C. <br />AND #4 CONT. HORIZ. @ 12" O.C. <br />FOOTING LONG. REINF. PER PLAN <br />TYP. <br />(E) FOOTING <br />DOWELS TO MATCH <br />FOOTING LONG. REINF. <br />WHERE NEW FOOTING IS DEEPER THAN <br />THE EXISTING FOOTING, PROVIDE 1V:2H <br />BEND IN DOWEL <br />24" MIN <br />LAP SPLICE <br />3" <br />TY <br />P <br />. <br />4" EMBED W/ SIMPSON SET-3G EPOXY <br />PER ICC ESR 4057 <br />(LOCATE EXISTING REINF. BY NON-DESTRUCTIVE <br />MEANS, DO NOT CUT EXISTING REINF.) <br />WALL HORIZ. <br />REINF. PER PLAN <br />TYP. <br />(E) CONC WALL <br />DOWELS TO MATCH WALL <br />HORIZ. REINF. <br />24" MIN <br />LAP SPLICE <br />EQ <br />. <br />4" EMBED W/ SIMPSON SET-3G EPOXY <br />PER ICC ESR 4057 <br />(LOCATE EXISTING REINF. BY NON-DESTRUCTIVE <br />MEANS, DO NOT CUT EXISTING REINF.) <br />EQ <br />. <br />#5 STD HOOK DOWEL <br />@ 12" O.C. <br />#4 (30" LONG) <br />TO MATCH SLAB <br />REINF SPACING <br />3" EMBED <br />W/ SIMPSON SET-3G <br />PER ICC ESR 4057 <br />HOLDOWN <br />PER PLAN <br />SILL PLATE <br />4X POST @ HOLDOWN <br />EN <br />EQ EQ <br />SHEAR WALL <br />PER PLAN <br />12 <br />" <br /> <br />E <br />M <br />B <br />E <br />D <br />(E) FTG AND STEM WALL <br />(N) SOLID BLK'G <br />@ HOLDOWN POST <br />SIMPSON URFP <br />@ 48" O.C. <br />(N) A35 <br />SIMPSON SET 3G EPOXY <br />PER ICC ESR-4057 <br />SHAPED 2x <br />STAIR STRINGER @ 12" O/C <br />6" <br />EM <br />B <br />E <br />D <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />7/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />1 <br />9 <br /> <br />4 <br />: <br />0 <br />6 <br />: <br />5 <br />5 <br /> <br />P <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />y <br />m <br />i <br />n <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />S <br />- <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />1 <br />7 <br />_ <br />Y <br />m <br />i <br />n <br />. <br />r <br />v <br />t <br />LT201801 <br />S- <br />2 <br />. <br />1 <br /> <br />2 <br />/ <br />2 <br />7 <br />/ <br />2 <br />0 <br />1 <br />9 <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />Alex.N <br />Alex.Q <br />04/21/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br />Av <br />e <br />n <br />u <br />e <br />, <br />S <br />a <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 />6 <br />E N G I N E E R S I N C <br />2401 E Katella Ave. #430 <br />Anaheim, CA 92806 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: F482 <br />V C A <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />TYPICAL DETAILS <br />02-S301 <br />SEE <br />DET.- <br />11 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />RFI <br />001 <br />RFI <br />001 <br />ISSUE/REVISION: <br />05/15/2025 BLDG DEPT RESUBMITTAL1 <br />03/20/2026 Revision 23 <br />3 <br />05/06/2026 Revision 2