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1 <br />2 <br />3 <br />,AI <br />(AD <br />8 <br />S3.1 <br />O <br />III <br />6X8 HDR. 6X6 HDR. <br />6X6 HDR. <br />HDR. <br />_ <br />�ZI7I� 1S-__ <br />----_---1�ZZZZZZZZZZZIZ�------�lZZZ1I---- <br />T - - -- - -------- <br />__ <br />---------�/ Z <br />Z------ <br />J _/ JT <br />Z z L�--------- <br />_6X6 <br />_J�ZZZZ� <br />Cj <br />f l <br />Ci <br />OI <br />0 <br />✓I <br />O <br />= i <br />= <br />I <br />-_------� �� I I <br />- <br />CO <br />L <br />@ <br />I <br />�J <br />J <br />Q0 <br />X <br />U <br />CO� <br />f(� <br />2 18 RIDGE BOARD <br />N <br />I <br />`" <br />I II I I <br />�II f <br />O <br />I <br />I <br />I <br />I I <br />Q <br />�1 <br />II II I I <br />I <br />I <br />I= <br />f l <br />I I 10 <br />@ <br />cfl <br />N <br />II ; <br />co <br />�1ZIZ11ZIZlT1T_ ZlZ1JZlZ 1Z1� ----- �1�1Z111 _ - ---- 7ZZ1-- <br />----LIZZ�-------�- <br />- �Z1lZZZ11Zf11lZ1ZZZ11Z <br />J a <br />6X6 HDR. 6X6 HDR. 6X6 HDR. <br />7 <br />S3.1 <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />LSTHD8 STRAP <br />HOLDOWN <br />U <br />L=13'-0" <br />1 <br />S3.1 <br />LSTHD8 STRAP <br />HOLDOWN <br />LSTHD8 <br />STRAP <br />HOLDOWN <br />1 <br />S3.1 <br />8 <br />S3.1 <br />- - - - - - - - - - - - - <br />C A0-------------I F------------- CF-1.0------------- LSTHD8 STRAP <br />I I I HOLDOWN <br />I I h� 5" SLAB ON GRADE W/ #4 @ 18" O.C. <br />SOG CONTROL LSTHD8 I to EACH WAY OVER 2" SAND OVER 10 1 <br />to JOINTS PER 12 STRAP I IU MIL VAPOR BARRIER LAPPED NOT of <br />ILL S1.1 HOEDOWN I I LESS THAN 6" OVER 2" SAND <br />LL <br />Icy-----� I I UI i <br />I I 1 I I <br />L=9'-0" I I m T.O. SLAB <br />I I I 3 ® EL = 0'-0" i SHEAR WALL SHALL BE CONT. <br />I I I S3.1 I i ABOVE AND BELOW <br />L - - - - - - - - - - - - CF-1.0 -II -7� �- - - - - - - - L-------- CF-1.0 -- - - - - - - - - - - - - -- I OPENINGS, SEE 7 <br />LSTHD8 STRAP <br />HOLDOWN @ OPEN'G, TYP <br />FOUNDATION PLAN <br />SCALE : 1/41' = 1'-0" <br />S1.3 <br />2 LSTHD8 1 LSTHD8 STRAP 1 LSTHD8 STRAP <br />53.1 STRAP S3.1 HOLDOWN L=8'-0" HOLDOWN <br />HOLDOWN <br />CONTINUOUS <br />FOOTING <br />SCHEDULE <br />MARK <br />WIDTH <br />THICKNESS <br />TOP <br />REINF. <br />BOTT. <br />REINF. <br />TRANSVERSE REINF. <br />CF-1.0 <br />V-0" <br />SEE DETAIL <br />245 <br />245 <br />- <br />E <br />ROOF FRAMING NOTES: <br />1. SEE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS ON SHEETS S0.1 TO S0.2 <br />S1.1 TO S1.3. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE. <br />2. ROOF SHEATHING SHALL BE 1/2" THICK, CDX, 24/0 STRUCT. WOOD PANEL ATTACHED <br />WI 8d COMMON NAILS @ 6" O.C. B.N. & E.N. AND @ 12" O.C. F.N. UNBLOCKED USE 1x6 T&G BOARD <br />@ EXTERIOR CONDITION, ATTACH W/ 2-16d @ EA. SUPPORT. SEE ARCH. DRAWINGS FOR LOCATION. <br />4 <br />3. ALL TOP PLATES SHALL BE SPLICED PER U.O.N. <br />S1.2 <br />1 <br />4. FOR TYPICAL SHEAR WALL ATTACHMENT, SEE <br />�.3 <br />6 <br />5. FOR SHEAR WALL SCHEDULE SEE SHEET <br />S1.3 <br />4 <br />6. FOR TYPICAL HEADER LINTEL FRAMING, SEE <br />S1.2 <br />7. FOR NAILING SCHEDULE, SEE SHEET S0.2 <br />9. THE ENTIRE EXTERIOR OF THE BUILDING SHALL BE SHEATHED W/ 15/32" STRUCTURAL WOOD <br />PANEL, ATTACHED W/ 8d @ 6" O.C. E.N. AND 12" O.C. F.N. <br />FOUNDATION NOTES: <br />1. ALL FOOTINGS AND SLABS SHALL BE POURED MONOLITHICALLY EXCEPT AS SHOWN. <br />2. FOR TYPICAL SILL PLATE ANCHORAGE, SEE 6 <br />S1.3 <br />11 <br />3. FOR HOLDOWN INSTALLATION SEE <br />S1.1 <br />4. SEE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS ON SHEETS S0.1 TO S0.2 & S1.1 TO S1.3. <br />THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY <br />REFERENCED OR NOT. <br />5. ANCHOR BOLTS, HOLDOWNS HARDWARE AND WALL DOWELS SHALL BE TIED IN PLACE PRIOR TO <br />FOUNDATION INSPECTION. <br />6. FOR NAILING SCHEDULE, SEE SHEET S0.2 <br />7. THE ENTIRE EXTERIOR OF THE BUILDING SHALL BE SHEATHED WITH 15/32" STRUCTURAL WOOD PANEL, <br />ATTACHED WITH 8d @ 6" O.C. E.N. AND 12" O.C. E.N. <br />8. ALL GRIDS ARE TO FACE OF STUD. <br />ROOF FRAMING PLAN LEGEND: <br />CANT. BRG. PT. <br />L <br />R. R. <br />r(7- 1 HDR E11 <br />TlZZ11111I/_ <br />CANT. FRAMING MEMBERS <br />ROOF RAFTER (R.R.) WITH BEARING WALL <br />SUPPORT @ BOTH ENDS <br />ROOF RAFTER (R.R.) WITH SUPPORT HANGER, <br />ONE END (CUT LUMBER) AND BEARING WALL <br />HEADERS <br />2x6 STUDS @ 16" O.C. BEARING/SHEAR WALL. <br />2x4 STUDS @ 16" O.C. BEARING/SHEAR WALL. <br />HORIZONTAL STRAP. SEE PLAN FOR SIZE. <br />FOUNDATION PLAN LEGEND: <br />® T.O. SLAB <br />EL = <br />EXTENT OF <br />SHEAR <br />PANEL L= - - STRUCT. WALL <br />I <br />MIN. LENGTH <br />OF SHEAR <br />PANEL <br />NON BEARING WALL <br />2x6 STUDS @ 16" O.C. BEARING/SHEAR WALL. <br />2x4 STUDS @ 16" O.C. BEARING/SHEAR WALL. <br />STRAP HOLDOWN <br />CONTINUOUS FOOTINGS <br />DATUM ELEVATION FOR SLAB ON <br />GRADE ASSUMED TO BE 0.0 FT. U.O.N. <br />SHEAR PANEL SYMBOL. REFER TO <br />PLAN & SCHED. GRADE ASSUMED TO <br />BE 0.0 FT. U.O.N. <br />CITY OF SANTA ANA <br />arming a�cn Buifid-in g�ge n cy <br />A ., <br />NCE <br />I <br />taster ID <br />ate: <br />GARCIA RESIDENCE <br />ADU CONVERSION <br />O QPOFESS/0 ! <br />q <br />MARIA GARCIA 0 S4907 m <br />cc Exp. 09-30-27 <br />2058 S OAK ST mT <br />SANTA ANA, CA 92707 P <br />T 714.305.8928 �rF ° ` P/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 />FOUNDATION & <br />ROOF FRAMING PLANS <br />scale <br />1 /4" = 1'-0" <br />project number <br />2025-038 <br />date <br />S201 <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 />