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CITY OF SANTA ANA <br />AA <br />5-2 <br />1 <br />20'-2" <br />2 <br />I0?ol <br />F- (E) EXT. FOOTINT <br />TO REMAIN (TYP.) L <br />1 I 1 L= 6' U) (TYP.) <br />L= 6' <br />I 10 I <br />N BEDROOM #1 D- 1 <br />O O (E) V-O" CL. HT. <br />z ❑1 <br />~O~ L=5' 1 <br />0 z : (N) TANKLES <br />< (TYP.) Z $ NH <br />IWILI <br />zo o<l <br />X ILI <br />CA(JDLEB Z to I>✓ <br />^0 <br />05B x T Z ~ 05 <br />-T I Al (N) LIVING ROOM ° I <br />(E) V-O" CL. HT. <br />ENTIRE WALL W I - - <br />O 1 1 /2" MAX. F� <br />12 L= 5 D- 1 PER R3 1 1.5.1 <br />I D-1 1 I O <br />(E) EXT. FOOTING ►n <br />TO REMAIN (TYP.) <br />w <br />,y OSA 09 ,1, Q <br />0 <br />07 07 R31 1.3.1 <br />(N) GONG. LANDING <br />21- 1 O" <br />MIN. 10" RUN. <br />R31 1 .7.5 20'-2" <br />ADD (N) 6" CURB TO (E) FOOTING @ GARAGE FOOTING <br />(WHERE OCCURS) <br />FOUNDATION PLAN <br />SCALE: 1 /4" = 1'-0" <br />FRAMING PLAN <br />SCALE: 1 /4" = 1'-0'- <br />�f <br />AA <br />5-2 <br />0 <br />REFERENCE TO "ADMINISTRATIVE <br />CITATION" TO OBTAIN BUILDING PERMITS <br />FOR FIRE DAMAGE TO GARAGE. <br />#AG 24 1 G46a/ CASE# GP24-0 1 445 <br />#AC 2427 70a/ CASE# GP24-02936 <br />FIRE DAMAGE REPAIR ENTIRE AREA FOR <br />GARAGE CONVERT INTO NEW ADU. <br />ROOF SHEATHING (UNBLOCKED <br />1 /2" THK GDX PLYWOOD (ALTER 7/ 16 THICK. OSB) <br />APA RATED STRUCTURAL PANEL <br />32/ 1 6 INDEX, S D NAILS @ 6", 1 2" O.G. <br />FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.) <br />16 <br />1 <br />(E) INSTALLATION OF ROOFING MATERIAL SHALL BE <br />GLA55 'A' MIN. SHINGLE COMP. ROOF (IGG# E5R- 3 1 50) <br />OVER 2 LAYER OF #30 FELT PER SEC. R9O5 <br />INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE <br />WITH MANUFACTURE'S: MALARKEY ROOFING PRODUCTS <br />SPECIFICATIONS TYP. AND CITY OF SANTA ANA. <br />(ROOF MATERIAL OF THE ADDITION WILL MATCH THE <br />COLOR AND MATERIAL OF THE EXISTING.) <br />IL T !\ T T C-I <br />FASTENERS IN PRE55URE-TREATED AND <br />FIRE -RETARDANT, TREATED WOOD SHALL BE OF <br />HOT -DIPPED, ZING -COATED GALVANIZED STEEL, <br />5TAINLE55 STEEL, SILICON BRONZE OR COPPER. <br />RIDGE, VALLEY AND HIP BEAMS SHALL NOT LE55 IN DEPTH <br />THAN THE GUT END OF THE RAFTERS PER SEC. 2305.1 0.4 <br />1. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE <br />COVERING. FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. <br />2. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING <br />REQUIRE APPROVED PLATE WASHERS, AND HOLD <br />DOWNS SHALL BE TIGHTENED JUST PRIOR TO <br />COVERING THE WALL FRAMING. <br />SHEAR WALL SCHEDULE <br />V = 260 PLF (SEMIG) <br />PLYWOOD SHEAR WALL: 1 5/32" THK. O5B PANEL) <br />1 APA RATED 32/ 1 6 INDEX SD NAILS @ 6",1 2" O.G. <br />5/5" X 10 ABS @ 45" O.G. / 3X 3X 0.229 PLATE <br />WASHER <br />ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH <br />NON-STANDARD SPACING ARE TO BE FIXED IN <br />PLACE FOR THE FOUNDATION INSPECTION. <br />INDICATE HOLD-DOWN LOCATIONS, ANCHOR <br />BOLTS WITH NON-STANDARD, LENGTH OR <br />SPACING. <br />FOUNDATION EXCAVATIONS SHALL BE INSPECTED <br />AND APPROVED BY THE 6EOTEGHNIGAL ENGINEER <br />PRIOR TO PLACEMENT OF STEEL. A MEMO WILL BE <br />AVAILABLE TO THE CITY INSPECTOR AT TIME OF <br />FOUNDATION INSPECTION. <br />♦ TTT <br />BUILDING DESIGN CRITERIA: <br />(CBC 2022 & ASCE 7-16) <br />ROOF LEVEL <br />DEAD LOAD <br />COMP. ROOFING/ 50LAR: <br />RAFTERS: <br />PLYWOOD SHTO: <br />DRY WALL $ INSULATION: <br />GEILIN6 JOISTS.: <br />TOTAL: <br />LIVE LOAD <br />GEILIN6 DEAD LOAD <br />GEILIN6 LIVE LOAD (W/0 STORAGE) <br />GEILIN6 LIVE LOAD (W/ STORAGE) <br />FLOOR LEVEL: 51NOLE STORY <br />DEAD LOAD <br />lW T !1 T T CY <br />(E) CONCRETE SLAB FLOOR TO REMAIN <br />APPLY SEAL GOAT OVER (E) SLAB <br />WITH (N) IGG # 1 4 1 3 (RED GUARD <br />WATERPROOFING W/ TILE ABOVE <br />LEGENDS: <br />EXISTING WALL TO REMAIN <br />NEW WALL <br />_ _ _ EXISTING FOUNDATION <br />C _ _ _ NEW FOUNDATION <br />SHEAR WALL <br />X <br />L= X <br />Plannipgand ilding A ency <br />N U N <br />v C7i N + ASSOCIATES <br />'y e d <br />..... <br />FO IG�❑VE,•CA2 4E C E <br />TEL: (714) 46B-71 63 <br />WEBSITE: WWW,WIX.COM/ <br />N0UYENADESIGN/ANTH0NY <br />THE DRAWINGS, IDEAS, <br />Ma <br />t <br />AR <br />V��IGEMENTS AND <br />Glf'ICATI❑NS CONTAINED IN <br />H <br />END❑CUMENTS ARE THE <br />Dal <br />e <br />PROPERTY AND COPYRIGHT OF <br />NGUYEN DESIGN + ASSOCIATES <br />AND SHALL NOT BE USED ON <br />ANY OTHER WORK EXCEPT BY <br />AGREEMENT WITH NGUYEN <br />DESIGN + ASSOCIATES. <br />WRITTEN DIMENSIONS SHALL <br />TAKE PREFERENCE OVER SCALED <br />DIMENSIONS AND SHALL BE <br />VERIFIED ON THE JOB SITE. <br />ANY DISCREPANCY SHALL BE <br />BROUGHT To THE NOTICE OF <br />NGUYEN DESIGN + ASSOCIATES. <br />PRIOR TO THE COMMENCEMENT <br />OF ANY WORK. <br />STRONG WALL (5 W ) <br />CALIFORNIA FRAMING <br />® <br />4X4 POST <br />® <br />4X6 POST <br />GJ <br />GEILIN6 J015T <br />GIRDER TRU55 <br />FJ <br />FLOOR JOIST <br />17T DRAG TRU55 <br />RR <br />ROOF RAFTER <br />,JT JACK TRUSS <br />RT <br />ROOF TRUSS <br />FRAMING SCHEDULE <br />NEW / <br />SYMBOL <br />SIZE <br />MAX. SPACING <br />EXISTING <br />2X6 GEILIN6 JO15T W/ <br />J 1 <br />2X BRACE 45° BOTH <br />51DE & 2X STUD VERT. <br />@ 24" O.G. <br />EXISTING <br />@ CENTER <br />2X5 GEILIN6 JOIST DF #2 <br />@ 1 6" O.G. <br />NEW <br />RR V <br />2X4 ROOF RAFTER <br />@ 24" O.G. <br />EXISTING <br />6.0 P5F <br />2.0 PSF (RAFTER 10 PSF. NO GLG) <br />1.5 PSF <br />2.0 P5F <br />1.5 PSF <br />13.0 P5F (LATERAL DEAD LOAD) <br />20.0 P5F <br />5.0 P5F <br />10.0 P5F <br />20.0 PSF <br />FLOORING 1.0 P5F <br />FLOOR J015T5 3.0 PSF <br />FLOOR SHEATHING 2.5 PSF <br />DRYWALL 2.5 PSF <br />MISC. $ INSULATION 1.0 PSF <br />TOTAL: 10.0 PSF <br />LIVE LOAD 40.0 PSF <br />DECK LIVE LOAD 60.0 PSF <br />EXTERIOR WALL DEAD LOAD 15.0 PSF <br />INTERIOR WALL DEAD LOAD 10.0 PSF <br />LATERAL (ASCE 7- 1 6) <br />SEISMIC LOAD 3.2 P5F WITH P = 1.3 INDUDED <br />WIND LOAD 16 PSF <br />WIND SPEED 95 MPH <br />SEISMIC: V = G5W <br />RISK CATEGORY II <br />51TE GLASS D <br />SEISMIC DE516N GATE. E <br />BLDO PERIOD GOEFF Ct = 0.02 <br />RESPONSE MOD GOEFF R = 6.50 <br />BUILDING LOCATION a SEISMIC PE51ON PARMETERS <br />55 = 1.525 5m5 = 1 .59 1 Fa = 1.200 <br />51 =0.472 5m1 =2.011 Fv= 1.500 <br />SDS = 1.060 SD 1 = 0.48 1 <br />SEISMIC DESIGN CATEGORY D <br />REDUNDANCY FACTORY 1.3 <br />SEISMIC RESPONSE COEFF, C5 = 5D5/(R/L) = 0.21 <br />SPECIAL NOTE: <br />EXI5TIN6 ROOF FRAMING SYSTEM: RAFTERS HIPS TO REMAINS. <br />ADD NEW GEILIN6 JO15T5 FOR ADU. <br />NOTE: FOR MORE INFORMATION PLEASE <br />SEE THE GENERAL NOTES (5-0 SHEET) <br />QROF E^SS 10An ,, <br />G/ c <br />m <br />da /26 <br />9\ OF CAO 09/01 /2025 <br />CONSULTANT: <br />F� <br />W " <br />LU <br />UO�� <br />z W <br />0 <br />L7A�o� <br />Z�<z< <br />dw�Q <br />� Z � z <br />v <br />FOUNDATION & <br />FRAMING PLAN <br />DRAWING TITLE: <br />PLAN CHECK: <br />PLAN GHEGK# 1 01 123252 <br />C56# 4504613 <br />REVISIONS: <br />DATE <br />Z1 <br />OS- 1 1 -2025 <br />0 <br />09-0 1 -2025 <br />0 <br />11 <br />DRAWN BY: <br />ANTHONY NGUYEN <br />SCALE: <br />AS NOTED <br />DATE: <br />09-0 1 -2025 <br />PROJECT NO: <br />N2403 1 03 <br />SHEET NO. 10 OF <br />15 SHEETS <br />