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FOOTING & REINF. <br />PER PLAN <br />(E) FTG. TO BE <br />REMOVED AT NEW <br />SHEAR WALL FTG. <br />(LOCALLY UNDERPIN <br />AS REQ'D ADJACENT <br />TO STRIP FTG., <br />SEE <br />SHEAR WALL SHTG. PER <br />PLAN TO BE PLACED ON <br />INSIDE FACE OF WALL & <br />NAILED TO FRMG. PER SCH. <br />(E) CONC. <br />S.O.G., V.I.F. <br />(E) STUD WALL, V.I.F. <br />CONDITION OF STUDS <br />& BOT. PL & REPLACE <br />IF DETERIORATED <br />A.B. PER S.W. SCH. <br />IF REUSING (E) BOT. PL, <br />DRILL THRU PL & <br />PLACE ANCHORS <br />BEFORE POURING FTG. <br />E.N. <br />#4 @ 12" O.C. DOWELS <br />INTO (E) S.O.G., SEE <br />3/S0.22 <br />PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />MI <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />STEM WALL PER 4/S0.22 <br />2/S2.01 <br />FOOTING & REINF. <br />PER PLAN <br />(E) STRIP FTG., V.I.F., <br />MIN. DEPTH ASSUMED 1'-6" <br />SHEAR WALL <br />PER PLAN & TYP. <br />DETAILS <br />(E) CONC. S.O.G. <br />(E) STUD WALL, V.I.F. <br />A.B. PER S.W. SCH. <br />HD PER PLANPOST PER PLAN <br />HD ANCHOR & ADD'L <br />REINF. PER 3/S0.24 <br />S.O.G. OVER <br />STEM WALL <br />DOWELS TO MATCH SIZE & <br />SPACING OF FTG. & STEM <br />WALL REBAR, DRILL & EPOXY <br />TO (E) FTG. W/ 6" EMB., TYP., <br />DO NOT DAMAGE (E) REBAR <br />MI <br />N <br />. <br />5" <br />ROUGHEN (E) CONC. <br />SURFACE TO 1/4" <br />AMPLITUDE TYP. <br />MIN. <br />3" <br />MIN. <br /> 1' - 0" <br />STEM WALL <br />PER <br />VERT. REBAR <br />NOT SHOWN <br />FOR CLARITY <br />4/S0.22 <br />UNDERPIN (E) FTGS. AFFECTED <br />BY TEMP. EXCAVATIONS TO <br />DEPTH OF (N) FTGS. W/ MIN. <br />2500 PSI CONC. (UNDERPINNING <br />SEQUENCE BY OTHERS) <br />Ls <br />WSWH PANEL <br />PER PLAN <br />NOTE: <br />1. SEE TYPICAL WSWH DETAILS FOR INFO NOT SHOWN. <br />HAIRPINS PER <br />@ 4" O.C. IN STEM WALL <br />V. <br />I <br />. <br />F <br />. <br />4" <br /> <br />M <br />I <br />N <br />. <br />, <br />TY <br />P <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />, <br />Le <br />CONCRETE STRIP <br />FTG. PER PLAN <br />Ls <br />CHIP (E) S.O.G. <br />& EXPOSE (E) <br />REINF. <br />(E) CONC. S.O.G. <br />1/S0.31 <br />PROVIDE (2) ADD'L. <br />CLOSED #4 TIES <br />E/S OF ANCHOR <br />STEM WALL <br />PER <br />HORIZ. REBAR <br />NOT SHOWN <br />FOR CLARITY <br />4/S0.22 <br />TEMP. EXCAVATIONS <br />TO BE MADE PER <br />THE GEOTECH. <br />REPORT, TYP. <br />S.O.G. PER PLAN <br />(REINF. NOT SHOWN <br />FOR CLARITY)1' - 0" <br />CAST WSWH ANCHOR <br />BOLTS INTO FTG. & <br />STEM WALL. EXTEND W/ <br />COUPLERS AS REQ'D <br />PER 7/S0.31 <br />1' - 0" <br />BACKFILL & COMPACT <br />SOIL BELOW SLAB ON <br />GRADE PER GEOTECH. <br />REPORT <br />POST PER PLAN <br />3x BOTTOM PLATE W/ <br />(2) ANCHOR BOLTS, <br />SEE 6/S0.23 <br />(E) STUD WALL, <br />WHERE OCCURS <br />PROVIDE (N) FRMG. PER . <br />REMOVE (E) FRMG. AT FTG., <br />9/S0.23 <br />CONCRETE PAD FOOTING <br />PER PLAN <br />ROUGHEN (E) <br />CONCRETE <br />SURFACE TO 1/4" <br />AMPLITUDE, TYP. <br />PER PLAN <br />DRILL AND EPOXY <br />DOWELS TO MATCH <br />STEM WALL REBAR <br />INTO (E) FTG. & <br />UNDERPINNING <br />W/ 6" EMB., TYP. <br />REPLACE S.O.G. REMOVED <br />FOR EXCAVATION, <br />SEE <br />STEM WALL <br />PER <br />REBAR NOT SHOWN <br />FOR CLARITY <br />4/S0.22 <br />UNDERPIN (E) FTGS. AFFECTED <br />BY TEMP. EXCAVATIONS TO <br />DEPTH OF (N) FTGS. W/ MIN. <br />2500 PSI CONC. (UNDERPINNING <br />SEQUENCE BY OTHERS) <br />DRILL AND EPOXY <br />(2) #5 DOWELS @ 6" O.C. <br />INTO UNDERPINNING <br />W/ 6" EMB., TYP. <br />2/S0.22 <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />SLAB REINF. PER PLAN <br />SEE FOR <br />CONNECTION TO (E) <br />S.O.G. <br />(E) CONCRETE S.O.G.CONCRETE S.O.G. <br />PER PLAN <br />3/S0.22 <br />Scale <br />Project number <br />Date <br />Drawn by <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />1" = 1'-0" <br />2/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />: <br />5 <br />6 <br />: <br />1 <br />1 <br /> <br />P <br />M <br />S2.01 <br />FOUNDATION & <br />FIRST FLOOR <br />DETAILS <br />23005.10 <br />CYPRESS STREET <br />FIRE STATION <br />REHABILITATION <br />CITY OF SANTA ANA <br />01/12/2024 <br />IK <br />625 S. CYPRESS <br />S2.01 1" = 1'-0" <br />1 PERIMETER FTG. AT SHEAR WALL <br />S2.01 1" = 1'-0" <br />2 STRIP FTG. TO (E) STRIP FTG. <br />S2.01 1" = 1'-0" <br />3 WSWH-STRIP FTG. CONNECTION <br />S2.01 1" = 1'-0" <br />4 PAD FOOTING AT (E) STRIP FOOTING <br />S2.01 1" = 1'-0" <br />5 SLAB DEPRESSION AT (E) S.O.G. <br />No. Description Date <br />1 100% DD ISSUANCE 01/12/2024 <br />2 75% CD ISSUANCE 03/15/2024 <br />3 90% CD ISSUANCE 05/03/2024 <br />4 PERMIT SET 05/17/2024 <br />5 BACKCHECK SET 01/17/2025 <br />EXP. 03/31/26 <br />No. C78947 <br />STATEOF CA LIFORNIA <br />REGISTERED PROF E SSIONALENGINEE <br />R <br />NINAAZAD HMAHJOUB <br />E <br />CI V IL <br />DATE SIGNED <br />02/27/2025 <br />6 2 BACKCHECK SETND 02/27/2025