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A <br />B <br />C <br />4'-0" MIN. P.L. SPLICE <br />Is] <br />E <br />CITY OF SANTA ANA <br />tanning a�cn Buifidingency <br />2 <br />3 <br />DOUBLE TOP PLATES <br />2x STUDS @ 16 <br />O.C. <br />SEE SCHEDULE <br />AND NOTE #1 <br />2x BLOCKING @ <br />MID -HEIGHT OR 814" <br />O.C. MAX. <br />PRESSURE TREATED <br />D.F. SILL PLATE W/ A.B. <br />END NAIL HDR TO <br />STUD PER SCHED. <br />KING STUD(S) <br />WOOD STUD WALL FRAMING <br />NOT TO SCALE <br />SIMPSON "DTC" CLIP @ 24 <br />INSTALL PER MANUF. <br />INSTRUCTIONS <br />DBL TOP PL.'S <br />SEE NOTE #1 <br />A.B. <br />TYP. <br />WALL PARALLEL TO ROOF JOIST <br />VERTICAL HANGER <br />WHERE OCCURS <br />CEILING JOIST <br />4'-0" MIN. <br />PLATE SPLICE <br />SIMPSON 'A35' FO <br />OPENINGS 6-1" & <br />LARGER <br />16d @ 8" O.C. <br />STAGGERED TYP. <br />TRIMMER STUD(S) <br />HEADER SCHEDULE <br />OPENING SIZE <br />HEADER SIZE <br />TRIMMER STUDS <br />KING STUDS <br />END NAIL HDR <br />TO STUD W <br />J <br />0 TO 4'-0" <br />PER PLAN <br />1-2x6 <br />2-2x6 <br />4-16d <br />J <br />@ <br />4'-1" TO 6'-0" <br />PER PLAN <br />2-2x6 <br />2-2x6 <br />6-16d <br />w <br />6'-1" TO 8'-0" <br />PER PLAN <br />2-2x6 <br />3-2x6 <br />8-16d <br />z <br />0 TO 4'41 <br />PER PLAN <br />1-2x6 <br />1-2x6 <br />4-16d <br />Q:� <br />� <br />m Q <br />4'-1" TO 6'-0" <br />PER PLAN <br />2-2x6 <br />1-2x6 <br />6-16d <br />z <br />6'-1" TO 8'-0" <br />PER PLAN <br />2-2x6 <br />1-2x6 <br />8-16d <br />tI <br />1 1-2x WINDOW SILL PL. FOR OPEN'G. 6-0" <br />1 & SMALLER, 2-2x WINDOW SILL PL. FOR <br />1 OPEN'G 6-1" LARGER. <br />1 NOTES: <br />- - - - - - _ _ =1L 1. USE DBL KING STUDS FOR SIMPSON "HDU-211 <br />, <br />HOLDOWN "HDU-4", "HDU-5" TYPE HOLDOWNS. USE 4x KING <br />ANCHOR WHERE POST @ LOCATIONS WHERE A "HDU-81', "HDU-11" <br />OCCURS PER PLAN OR "HDU-14" TYPE HOLDOWN IS SPECIFIED. <br />END OF SILL PLATE EDGE NAIL PLYWOOD SHEATHING TO KING <br />AT DOOR OPENINGS STUDS, POST AND TRIMMER STUDS. <br />2x BLK'G @ 24" O.C. W/ <br />2-10d END NAILS. <br />CEILING JOIST <br />NON -BEARING STUD <br />WALL PARTITION <br />SIMPSON "DTC" CLIP @ 24" O.C. z Q <br />INSTALL PER MANUF. :E 2E <br />INSTRUCTIONS <br />DBL TOP PL.'S NON -BEARING STUD <br />WALL PARTITION <br />WALL PERPENDICULAR TO ROOF JOIST <br />KInKI DEAmmin III/AI I ATTAt-L1RAEAIT n 0nnE InIC`T <br />NOT TO SCALE <br />BORED HOLE 2D MIN. <br />1 112" DIA. MAX. <br />N <br />0 <br />I I <br />N <br />NOTE: <br />NOTCHING OF JOISTS, RAFTERS AND BEAMS IS <br />NOT ALLOWED <br />JOIST AND RAFTER A <br />NOTE: <br />NOTCHING OF <br />STUDS IN NOT W/3 <br />PERMITTED MAX. <br />r � <br />I <br />z_ <br />I BORED o <br />HOLE <br />W/2 W/2 <br />W <br />WOOD STUD D <br />BORED 2D MIN. , <br />HOLI <br />N <br />0 <br />N <br />0 <br />STUDS AT <br />16" O.C. <br />PRESSURE TREATED <br />SILL PLATE <br />0.157" DIA. x 2 7/8" LONG SIMPSON <br />PDPAWL-287 PIN @ 32" O.C. <br />(ICC ESR 2138) <br />CONC. SLAB ON GRADE <br />a a <br />NON -BEARING WALL SILL PLATE ANCHORAGE <br />NOT TO SCALE <br />/ SILL PLATE <br />E <br />0 <br />12" 12" <br />® MAX. MAX. � OF SILL <br />NOTE: END OF SILL — o PLATE <br />PLATE <br />NOTCHING OF TOP <br />PLATES IS NOT ALLOWED <br />DOUBLE TOP PLATE B <br />WHERE SILL PLATE IS SPLICED <br />ANCHOR DRILLED OR NOTCHED MORE D/2 <UJ <br />BOLT TYP. THAN 1/3 PLATE WIDTH, MAX_ o 0 <br />ANCHOR INSTALL ONE STRAP ST22 Cl LU <br />w <br />co <br />BOLT / 1211 NOTE: <br />MAX WHERE DEPTH OF NOTCH d IS <br />r, GREATER THAN D/5, PROVIDE ANCHO <br />N BOLT EA. SIDE OF NOTCH AS SHOWN <br />NOTE: <br />1. UNLESS OTHERWISE NOTED USE 5/8" DIA. A.B. x 10" LG. W/ 7" MIN. <br />co <br />EMBEDMENT AT 48" O.C. <br />LEDGER 2. PROVIDE A MIN. OF TWO ANCHOR BOLTS FOR EACH PIECE OF SILL PLATE. <br />G3. PROVIDE 2"x2" x3/16" THICK PLATE WASHER UNDER ALL ANCHOR BOLTS. <br />WOOD FRAMING HOLES AND NOTCHING <br />NOT TO SCALE <br />FOR <br />Aaster ID: <br />)ate: <br />GARCIA RESIDENCE <br />ADU CONVERSION <br />N E <br />0� QPpFESS/O,y! <br />q <br />yQ JONHNCG�� Fyn <br />MARIA GARCIA z Z Z <br />S4907 m <br />2058 S OAK ST Exp. 09-30-27mT � <br />SANTA ANA, CA 92707 <br />�P <br />T 714.305.8928 'TF 0 <br />/2026 <br />Project Address <br />2058 S OAK ST <br />SANTA ANA, CA 92707 <br />Project Status <br />BKW STUDIO <br />13733 FRANCISCO DR <br />LA M I RADA, CA. 90638 <br />626.272.8479 <br />binhkwong@yahoo.com <br />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 />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 />principal in charge <br />issues / revisions <br />drawing title <br />TYPICAL DETAILS <br />scale <br />NOT TO SCALE <br />project number <br />2025-038 <br />date <br />S102 <br />If this sheet is smaller than 24" high by 36" wide then it has been reduced. <br />Plot Date: 01/27/2026 <br />File Path: <br />