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A <br />B <br />Is] <br />E <br />NOTES: CONTRACTOR'S OPTION TO USE 1" <br />BOLT IN LIEU OF HEADED ANCHOR BOLTS, TYP. <br />CITY OF SANTA ANA <br />tanning a�cn Buifidingency <br />ROOF JOIST <br />PER PLAN <br />COLLAR TIES <br />PER PLAN <br />LTP4 @ 24" O.C. <br />ALL AROUND BLDG. \ <br />ROOF SHEATH'G. <br />PER PLAN <br />E.N. <br />2x6 BLK'G <br />@ 24" O.C. <br />CLG. <br />1 <br />2X BLK'G @ 48" O.C. <br />2 <br />3 <br />EXT. WALL SHEATH'G OR <br />SHEAR WALL PER PLAN <br />WHERE OCCURS <br />x <br />DBL. TOP PLATE <br />2X BLK'G <br />STUD WALL <br />PER PLAN <br />HEADERS PER <br />PLAN WHERE <br />OCCURS <br />ROOF JOIST <br />PER PLAN <br />ROOF SHEATH'G. <br />PER PLAN <br />A35 @ 24" O.C. ALL <br />AROUND BLDG <br />2x BLK'G. BETWEEN <br />RAFTERS <br />LTP4 @ 24" O.C. <br />ALL AROUND BLDG <br />B.N. 1x6 T & G DECKING <br />+ + + SEE ARCH. <br />++ <br />COLLAR TIES J E.N. <br />2X BLK'G @ <br />48" O.C. PER PLAN 211 <br />7-16d NAILS LEVEL <br />BEARING <br />CONT. DBL. TOP ' OVERHANG <br />PUSPER ARCH. <br />HEADERS PER <br />PLAN WHERE <br />OCCURS <br />STUD WALL - <br />PER PLAN <br />EXT. WALL SHEATH'G OR <br />SHEAR WALL PER PLAN <br />WHERE OCCURS <br />FASCIA <br />PER ARCH. <br />GRID <br />5/8" DIA. x 12" LONG A.B. <br />@ 4-4' O.C. U.O.N. PER 6 \ <br />SHEAR WALL SCHED. SEE <br />S1.3 <br />2x P.T.D.F. SILL R <br />2'-0" <br />F.F. E.N. <br />'ER PLAN ¢ a <br />w J <br />N <br />° <br />a <br />BEND REBAR <br />SLAB INTO FTG. PER PLAN <br />DETAIL ,� DETAIL � DETAIL <br />ROOF SHEATH'G. <br />PER PLAN <br />ROOF JOIST <br />PER PLAN <br />CLG. <br />COLLAR TIES <br />PER PLAN <br />FASCIA PER <br />g,N, ARCH. <br />----- <br />LL—TOP OF PLATES <br />E.N. VARIES <br />2x4 BLK'G <br />@ 24" O.C. <br />LTP4 @ 24" O.C. <br />ALL AROUND BLDG. <br />DBL. TOP PLATE <br />2X BLK'G <br />STUD WALL <br />PER PLAN \ x / - EXT. WALL SHEATH'G OR <br />SHEAR WALL PER PLAN <br />T WHERE OCCURS <br />HEADERS PER <br />PLAN WHERE <br />OCCURS <br />DETAIL <br />1"=1'-0" <br />2-16d TOE NIALS EACH <br />JOIST TO RIDGE <br />RIDGE BOARD <br />PER PLAN <br />DETAIL <br />LSTA24 STRAP @ EA. <br />SET OF RAFTERS, TYP. <br />E.N. ROOF SHEATH'G. <br />PER PLAN <br />ROOF JOIST <br />PER PLAN <br />GRID <br />2'-0" <br />F.F. <br />®PER PLAN Q a �� <br />w J <br />0_ a <br />— — — <br />I <br />�IIIIIIIIIIIII <br />a <br />a <br />BEND REBAR <br />SLAB INTO FTG. PER PLAN <br />DETAIL <br />� L j 1"=1'-0" <br />NOTES: CONTRACTOR'S OPTION TO USE "L" <br />BOLT IN LIEU OF HEADED ANCHOR BOLTS, TYP. <br />F.F. <br />®PER PLAN <br />0 <br />u <br />0 <br />DETAIL <br />2x STUD WALL <br />SHEAR WALL PER PLAN <br />WHERE OCCURS <br />GRID <br />2x STUD WALL <br />EXT. WALL SHEATH'G OR <br />SHEAR WALL PER PLAN <br />WHERE OCCURS <br />26-GAUGE MIN. WEEP <br />SCREED, SEE ARCH. <br />U Z EXT. SLAB <br />elf <br />w= <br />WHERE OCCURS <br />w °O <br />j SLOPE <br />PER ARCH. <br />PER PLAN <br />A <br />FOR � <br />taster ID: <br />ate: <br />GARCIA RESIDENCE <br />ADU CONVERSION <br />N E <br />0� QPpFESS/Oy! <br />q <br />yQ HAV, <br />G�� Fyn <br />MARIA GARCIA � z S4907 z m <br />2058 S OAK ST Exp. 09-30-27mT � <br />SANTA ANA, CA 92707 <br />�P <br />T 714.305.8928 'TF 0 16 <br />/2026 <br />Project Address <br />2058 S OAK ST <br />SANTA ANA, CA 92707 <br />Project Status <br />OPENING <br />BKW STUDIO <br />13733 FRANCISCO DR <br />EXT. SLAB LA M I RADA, CA. 90638 <br />WHERE OCCURS 626.272.8479 <br />SLOPE binhkwong@yahoo.com <br />PER ARCH. Copyright @ 2025 <br />The ideas and designs represented herein and this drawing, all <br />prepared by BKW STUDIO, are for the use solely with respect to <br />this project and BKW STUDIO shall retain all common law, <br />PER PLAN statutory and other reserved rights including copyright and they <br />shall not be used by others for any other purpose without written <br />permission of BKW STUDIO. <br />client approval <br />5/8" DIA. x 12" LONG A.B. <br />@ 4'-0" O.C. U.O.N. PER 6 <br />SHEAR WALL SCHED. SEE <br />S1.3 <br />2x P.T.D.F. SILL R <br />E.N. <br />77 <br />III-1I PER PLAN <br />a 4 liilll,,lll= <br />PER PLAN r, } <br />U H <br />principal in charge <br />issues / revisions <br />drawing title <br />DETAILS <br />scale <br />ril <br />project number <br />date <br />S301 <br />If this sheet is smaller than 24" high by 36" wide then it has been reduced. <br />1"=1'-0" <br />Plot Date: 01/27/2026 <br />File Path: <br />