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HomeMy WebLinkAbout2714 W Strawberry Ln and Unit #2 - PlanCITY OF SANTA ANA Planning and Building Agency Structural Calculation (ASCE 7-16 & CBC Approved 62TPYRMIT ISSUANCE Master ID: Date: For: New ADU Address: 2714 Strawberry Lane Santa Ana CA 92706 Roof Level Dead load • Composition roof / solar • Rafters • Plywood sheathing • Dry wall & insulation • Ceiling joists Live Load Ceiling dead load Ceiling live load (w/o storage) Ceiling live load (with storage) Floor Level: Single story Dead load • Flooring • Floor joists • Floor sheathing • Drywall • Misc. & insulation Live Load Deck live load Exterior wall dead load Interior wall dead load 6.00 PSF 2.00 PSF (Rafter 10 psf, no ceiling) 1.50 PSF 2.00 PSF 1.50 PSF Total: 13.00PSF (Lateral dead load). 20.00PSF 5.00PSF 10.00PSF 20.00PSF Total: Q 95ESS1ON U; sl CIv�V 4�,� �F Of CA��4�� 1.00PSF 3.00PSF 2.50PSF 2.50PSF 1.00PSF 10.00PSF 40.00PSF 60.00PSF 15.00PSF 10.00PSF L71;0, CITY OF SANTA ANA Planning and Building Agency INPUT DATA & DESIGN SUMMARY JOIST SPAN L = 13.5 ft DEAD LOAD UL = 10 psf, (w/o self Wt) LIVE LOAD / SNOW 1.1. = 20 psf JOIST SPACING S = 16 in o.c. DURATION FACTOR Co = 1.25 (NDS Tab. 2 3.2) REPETITIVE FACTO Cr = 1.15 (NDS 4.3.9. For DSA, 1.0) DEFLECTION LIMIT OF LIVE LOAD dot = L / 180 DEFLECTION LIMIT OF LONG-TERM LOAD A 11(DL-0.331-1.) = L / 180 DEFLECTION LIMIT OF TOTAL LOAD d (a,LL) = L / 120 ANALYSIS JOIST PROPERTIES & ALLOWABLE MOMENT & SHEAR 2. Na 2 nano).. LI._I e k f AQn Q­nleme T­ . nut Deep (in) Wt (lbuft) M (ft-Ibs) (C_ included) V (Ibs) El x 10' (in'-Ibs) 4 1.0C 344 630 9 6 2 OC 738 990 33 8 2 OC 1183 1310 76 10 300 1767 1670 158 12 4 OC 1 2375 2030 285 Deep (In) Wt (lbsft) M (It-Ibs) (C, included) V (Ibs) El x 10' (in`-Ibs) 4 1.00 574 630 10 6 200 1225 9% 40 8 200 1975 1310 91 10 3.00 2942 1670 188 12 1 4.00 1 3958 1 2030 338 T.fill AK, from T­­u Deep (in) Wt (IbO) M (Il-Ibs) V (Ibs) El x toe m'-Ibs 11 718 330 6750 1925 450 14 360 8030 2125 666 16 3.90 9210 2330 913 18 4.20 10380 2535 1205 20 4.40 11540 2740 1545 22 470 12690 2935 1934 24 5.00 13830 3060 2374 26 5.30 14960 2900 2868 28 5.50 16085 2900 3417 30 1 5.80 17205 2900 4025 T_fill 90 t from Tr, Qi x 1-1 ., A. Deep (in) Wt (lbs/ft) M (ft-Ibs) V (Ibs) El x 106 (in'-Ibs) 11 7/8 420 9605 1925 621 14 4.50 11430 2125 913 16 470 13115 2330 1246 18 5,00 14785 2535 1635 20 5.30 16435 2740 2085 22 5.60 18075 2935 2597 24 580 19700 3060 3172 26 6.10 21315 2900 3814 28 640 22915 2900 4525 30 1 6,60 24510 2900 53D6 TJII1,190 f I- T­io ff 4f 1 ....e RI Deep (in) Wt (I Will) M (ft-lbs) V (Ibs) El x 106 (in'-Ibs) 11 7/8 460 10960 1925 687 14 4.90 13090 2125 1015 16 5.20 15065 2330 1389 18 5.40 17010 2535 1827 20 5.70 18945 2740 2331 22 6,00 20855 2935 2904 24 630 22755 3060 3549 26 650 24645 2900 4266 28 680 26520 2900 5059 30 1 7 10 28380 2000 5930 AVAILABLE MINIMUM Douglas Fir -Larch SIZES 2 x 6 No. 2 2 x 6 No. 1 2 6 Structural AVAILABLE MINIMUM TJI SIZES Approve 11 7/8" TJIIL65 117/8"TJIL9FOWOET VI TOISS JANCE AVAILABLE MINIMUM SSI SIZES 11 7/8" SSI 32MX 111 7-//88" SS 42MX 11 7/8" SSI 43L (L/180,0.9in) C2� I fl✓/1� �IQ (L/180,09in) (L / 120 , 1 4 in) / x `' J �L'l /�1 dtP�: / Crl,4 Lr� 2. No 1 Douala. Fir-1 arch (1- W-11R.- rlsl Deep (in) Wt (Ibslft) M (ft-Ibs) (c� Included) V (Ibs) El x 1 e (in'-Ibs) 4 100 383 630 9 6 2,00 819 9W 35 8 200 1314 1305 81 10 3.00 1961 1665 168 12 400 2637 2025 303 Where: 1. ASO Supplements, Tab. 5.4a is from American Wood Council, 2001. 2. Assume that the joist top is fully lateral supported by diaphragm (CL = 1 0) 3. WoodBeam.xls is at www engineering-international.com QQI'1711IY I from IrP Prr_Sgn,,t - ; R A\ Deep (in) Wt (Ibslft) M (ft-Ibs) V (Ibs) El x le in'-Ibs C x 10e in'-Ibs 11 7/8 3.10 5391 2115 460 9.39 14 3,30 6570 2330 667 10,99 16 360 7684 2530 900 12.50 18 3.90 8800 2735 1170 14.02 20 4.10 9918 2935 1478 1555 22 440 11038 3135 1824 1708 24 4.70 12159 3335 2211 1862 26 5,00 13279 3540 2638 2015 28 520 14401 3740 3106 2168 30 5.50 15524 3940 3616 23 21 CQI d2YY / faun Irr pFr-SAnl - S x Al Deep (in) WI (Ibslft) M (ft-Ibs) V (Ibs) El x 10' in'-Ibs C x 10e in'-Ibs 11 718 380 7592 2060 637 954 14 4.10 9274 2350 924 11.15 16 430 10863 2620 1246 12.68 18 4.60 12456 2895 1617 1422 20 4.90 14051 3165 2040 1577 22 510 1%49 3440 2514 17.32 24 5.40 17248 3710 3042 18.87 26 5.70 18849 3985 3622 20.42 28 6.00 20450 4255 4257 2197 30 6.20 22052 4530 4948 2353 SSI d31 f from ICC PFr-1,R03 n n F R Al Deep (in) WI (Ibslft) M (ft-Ibs) V (Ibs) El x 10' (in'-Ibs) C x 106 in'4bs 11 7/8 4.60 9789 2080 707 681 14 4.90 12081 2260 1031 7.91 16 520 14251 2425 1394 897 18 540 16269 2590 1944 10.05 20 570 18419 2755 2454 1 1.13 22 590 20573 2920 3026 1221 24 620 22730 3090 3661 13-30 26 640 24889 3255 4358 14.39 28 6,70 27050 3420 5119 15.47 30 700 29212 3585 5944 16.56 INPUT DATA & DESIGN SUMMARY JOIST SPAN 1, = IS ft DEAD LOAD 01, = 5 psf, (w/o self Wt) LIVE LOAD / SNOW L/. = 10 psf JOIST SPACING N = 16 in o.c. DURATION FACTOR ('o = 1-25 (NOS Tab. 2 3.2) REPETITIVE FACTO ('r = 1.15 (NDS 4.3 9. For DSA, 1.0) DEFLECTION LIMIT OF LIVE LOAD ILL = L / 250 DEFLECTION LIMIT OF LONG-TERM LOAD -1l 5(DL�0.3JLL) = L / 240 DEFLECTION LIMIT OF TOTAL LOAD AIDL•LL) = L I IAA ANALYSIS JOIST PROPERTIES & ALLOWABLE MOMENT & SHEAR 2. N. -3 MIW.. CI._I .... n Deep (in) Wl (IbIfl) M (11-Ibs) (CP included) V (Ibs) El x 10' (in'-Ibs) 4 100 344 630 9 6 200 738 990 33 a 200 1183 1310 76 10 3,00 1767 1670 158 12 1 400 1 2375 1 2030 285 29 St-fllr.l nn,Inl.. cl, ­6 ­e..,.... r Deep (in) Wt (IbaM) M (ft-Ibs) (C, Included) V (Ibs) El x 10' (in'-Ibs) 4 1.00 574 630 10 6 200 1225 090 40 8 2.00 1975 1310 91 10 3.00 2942 1670 188 12 1 400 3958 2030 338 T-19165 I from Tr C, i.1 ■ f ml .... c, Deq> (in) Wt (lb5M) M (n-Ibs) V (Ibs) El x IV (in'-Ibs 11 718 330 6750 1925 450 14 3.60 8030 2125 666 16 390 9210 2330 913 18 4.20 10380 2535 1205 20 4.40 11540 2740 1545 22 4.70 12690 2935 1934 24 5.00 13830 3060 2374 26 5.30 14960 2900 2868 28 5.50 16065 2900 3417 30 1 5.a0 1 17205 2900 1 4025 T till nn 11- T..----- I .I . Deep (in) Wt (fb- t) M (114bs) V (Ibs) El x 10° m=-Ibs 11 718 420 9805 1925 621 14 4.50 11430 2125 913 16 470 13115 2330 1246 18 Soo 14765 2535 1635 20 530 16435 2740 2085 22 5.60 18075 2935 2597 24 5.80 19700 3060 3172 26 6.10 21315 2900 3814 28 640 22915 2900 4525 30 6.60 1 24510 1 29M 5306 T II1NY(1 I f- T.,.e:..:.I . Deep (in) Wt (Ibs/ft) M(R-Ibs) __V(Ibs) El x toe -Ibs 11 718 4 60 10960 1925 687 14 4.90 13090 2125 1015 16 520 15065 2330 1389 18 540 17010 2535 1827 20 5.70 18945 2740 2331 22 600 20855 2935 29N 24 6,30 22755 3060 3549 26 6.50 24645 2900 4266 28 680 26520 29W 5059 30 1 710 1 28380 1 2900 1 5930 AVAILABLE MINIMUM Douglas Fir -Larch SIZES 2x6No. 2 2x6No.1 AVAILABLE MINIMUM TJI SIZES 11 7/8" TJI/L65 11 7/8" TJIIL90 AVAILABLE MINIMUM SSI SIZES 11 7/8" SSI 32MX 11 7/8" SSI 42h (L/240,08in) (L1240,08in) (L/180,1,0in) 2. N. 1. nni lnl.. FIrJ .-h I#- Wr,. 0..., ..1.I CITY OF SANTA ANA Planning and Building Agency 2x6StAppr ved RYKPIM11 ISSUANCE 11 718" SSI 43L Master ID: Date: � W Deep (in) Wt (lbslti) M (fl-Ibs) (Cr induced) V (Ibs) El x 10° (in 4bs) 4 1,00 383 630 9 6 200 819 990 35 8 2.00 1314 1305 81 10 3.00 1961 1665 168 12 1 4.00 2637 2025 303 Where. 1 ASO Supplements. Tab. 5.4a is from American Wood Council, 2001 2. Assume that the joist top is fully lateral supported by diaphragm (CL = 1.0) 3. WoodBeam.xls is at www.engineering-international.com Sf;l ,t7uY I fr..m Irr O r_i-ii . ..., x Deep (in) VA (Ibs/ft) M (R-!bs) V (lbe) El x IV (in'-Ibs C x IV 024bs 11 7/8 3.10 5391 2115 460 9.39 14 330 6570 2330 667 10.99 16 3.60 7664 2530 900 12,50 18 390 8800 2735 1170 14.02 20 4.10 9918 2935 1478 1&55 22 4.40 11038 3135 1824 1708 24 4.70 12159 3335 2211 1862 26 5,00 13279 3540 2638 2015 28 5.20 14401 3740 3106 21,68 30 1 5.50 15524 3940 3616 2321 S_SI d2YY I faun Irr Der SAII'I . . x • eI Deep (in) Wt (Ibs1R) M (ft-Ibs) V (Ibs) El x 10s in'-Ibs C x 10e W-lbs 11 7/8 3,80 7592 2060 637 954 14 4 10 9274 2350 924 1115 16 430 10863 2620 1246 1268 18 460 12456 2895 1617 1422 20 4.90 14051 3165 2040 15.77 22 5.10 15649 3440 2514 17.32 24 540 17248 3710 3042 18.87 26 5-70 18849 3985 3622 2042 28 600 20450 4255 4257 21,97 30 1 620 22052 4530 4948 23.53 SSI d]1 ( from irr OFC-SAM n n S e- Deep (in) Wt (Ibs7ft) M (;-Ibs) V (Ibs) El x 10s (in 24bs) C x 10° hn7-Ibs 11 7/8 4.60 9789 2080 707 6.81 14 4.90 12081 2260 1031 7.91 16 5.20 14251 2425 1394 897 18 5.40 16260 2590 1944 10.05 20 5.70 18419 2755 2454 11.13 22 &90 20573 2920 3026 1221 24 6,20 22730 3090 3661 1330 26 6,40 24889 3255 4358 1439 28 670 27050 3420 5119 15.47 30 1 7 00 1 29212 3585 5944 16 56 CITY OF SANTA ANA Planning and Building Agency INPUT DATA & DESIGN SUMMARY MEMBER SIZE MEMBER SPAN UNIFORMLY DISTRIBUTED DEAD LOAD UNIFORMLY DISTRIBUTED LIVE LOAD CONCENTRATED DEAD LOADS (0 for no concentrated load) DEFLECTION LIMIT OF LIVE LOAD DEFLECTION LIMIT OF LONG-TERM L, 4 x 6 No 1, Douglas Fir -Larch L= 5 ft Po+ wD = 60 Ibs / ft wL = 100 Ibs / ft WL FTT PD, = 0 Ibs "° L, = 0 ft PD2 = 0 Ibs L2 = 0 ft -IL = L / 240 Camber => 0.02 Inch JKcrD+L=L/ 180 Does member have continuous lateral support by top diaphragm ? (1= yes, 0= no) 1 Yes Code Duration Factor, C Condition 1 0.90 Dead Load 2 1.00 Occupancy Live Load 3 1.15 Snow Load 4 1.25 Construction Load 5 1.60 Wind/Earthquake Load 6 2.00 Impact Load Choice => 4 Construction Load ANALYSIS DETERMINE REACTIONS, MOMENT, SHEAR `Nseuwr = 4 Ibs / ft RLeft = 0.41 kips VMax = 0.34 kips, at 5.5 inch from left end DETERMINE SECTION PROPERTIES& ALLOWABLE STRESSES b = 3.50 in E'min = N/A d = 5.50 in FbE = N/A A = 19.3 in 1 = 49 in" Sx = 17.6 in Ra = NIA IE = N/A Co CM C, C, CL CIF 1.25 1.00 1.00 1.00 1.00 1.30 CHECK BENDING AND SHEAR CAPACITIES fb = MMax / Sx = 349 psi < Fb = f,' = 1.5 VMex / A = 26 psi < CHECK DEFLECTIONS d it., Max) = 0.02 in, at 2.500 ft from left end, A(Kcr D+L, Max) = 0,03 in, at 2.500 ft from left end Where Kcr = 1.50 , (NDS 3.5.2) DETERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) 1050 Max) = 0.02 in, at 2.500 ft from left end VW (�; (�� Approv�d PJERMIT IS UANCE THE BEAM DESIGN IS ADEQUATE. Code Designation 1 Select Structural, Douglas Fir -Larch 2 No 1, Douglas Fir -Larch 3 No. 2, Douglas Fir -Larch 4 Select Structural, Southern Pine 5 No. 1, Southern Pine 6 No. 2, Southern Pine Choice => 2 RR,ght = 0.41 kips MMax = 0.51 ft-kips. at 2.50 ft from left end E = Ex = 1700 ksi Fb = 1,000 psi F = 180 psi E' = 1,700 ksi Cv C, C, 1.00 1.00 1.00 1625 psi F, [SaUsfactory] Fb = N/A F = FbE / Fb' = N/A Fe = 1,625 psi F ' = 225 psi [Satisfactory] -AL = L / 240 [Satisfactory] AKcrD+L = L / 180 [Satisfactory] 94-L 13SI30SV 01AWINVIS CITY OF SANTA ANA Planning and Buildi@g Agency Z ��� N U A m m V m WO N W d VI (n O O O O II/O O OCD O O O O O O O CD D a a a a a = a b a a a a o a o CL a s ti r 10-: 2 W O A O N+ v W NN (.� W (N�7 (,� W A A N C, I�M� 4 o m V O V V V N (n m (D a, m m N W W O m ONi m W IV m m N N W W N W W W W A -� .P O P V, m CO Ot m W O A O m -� V -+ (O O N W CJ W A (Wn LN. W N V � V V N Cn m V (n W O m m W N W A CD V W O (O A A z A � O A A A Ut (n O+ U m m O m V W V A m N W v W m W W WN W O O (m� ((-4 0 m m ? (O Co O> W N V V N V (n (O p O la A m m CD IV (D m O O + y N N N j N N N N W W N W N W N W N W N W N W N A N A p N N m N m A (n N m N W (D V N N wN m to O W m W N (D A W m m N (/� N (T m CO (n m V U1 (D V (D W V O V V OD W N m A m O7 � N N OD N Co .. (n (n N W W '- m m m W O N U1 W N (D O J> W (n (P N O (n V W m V W V (D V O C. A m V y (n N N -+ N N N N N N N W N N N W N W N W (n (n m m m O] V O V N N W m cn (D V (D OJ O (D O N . N (n N m W V N m m N m w N A A m A m A A O rD A (O (O W A (NNO O A W Vt W m O O N N W W Nw W G W W ((L"� v W AV W A W (0:�1 W N (D (D cD (O N (D (J (D1 W (Nn A m I. m (O V V m CNI1 m A ONi U1 V m O A (D V W m W O A c0 N 6Ai A N N � N N N N N N N (D N W N W N W N W N W Nm 0 W (D N ((fin Z. O C <D (O (D (D O O 0( W 0 W N m A m W V m . W m A + V (n (n W A W m (J1 O m m m V V . (n W N w(D Am (D O N A (D (AJ( (D N O N N N N N N N N_ N W N W N csO N W N w N W N A N A_ V V V m m O m N O A O m O V (D _N N N W W m A V A OD Ut O N N W W V A IV <O !n N V (D W On (o N) (T (D O A 0) to A m iO N W V V W W A A N (W�D W v N W W (NO V O W W W V ((�� (J W V W W m (Nn W m O Z. N W M W W d (WD N m A V IWV OD (An O (D W (O (D A (AD m m (W71 V (D QWr V (D (n (m11 m m j W f,Jt J W W A A N V m O V N m (n tD V O (O Cn W V ? (W Ot (J N C W W W cn W A A N W m N N W (n O M W 0 M m V m (n <n A A I(V,� Wpp w O N (0 W A (-n� O O O W N it W m W O A W (Nl1 (W71 m N W v W W OND A (ND W O m O O N W W m N m m A W O m m W m A N W N W m N W — to (D m W V1 (D N I VN V N ND OW W W Wm W W TOAOWAN W W A O 3 (n n (D O00 O N V A A (Ow m Om (D N (n W fn (D 0) W mO � VN OD W W �W W O WA W (nW m W VOWWW O W (O W OOD O pW W Am - C� s. O m N m V m O (O N W W A O��aaD m W V OD V N (O W 0, � O A � O (O� (m, A W ((m (mnn W W A A (NJ1 V m O ONi W v 90 OD (NO O A m N m W A W (Wn (071 O� v QWi N .t m m N V K) * V (D An (D Nnn (O (Onn (D 0 W O V P m m Vnn O W N O m CO V V p4 W g m N U1 N O 0 N W QI pW� W �Uppt v wV m (O p (W71 (W71 A O (AJ 100 A A W m W V A N (AD Cg N (O (O m .l W A A tD 0) N (n A cD O (pp (n IV O m V A -N4 �Wn N W �o v T W W O N N W V N (mn W m O (Wn (Wi1 OWi m O c0 OV1 (mn (VD (pD C m to d �l W V (D A N O N m N (n -+ N (O (D m (n N m W A N O w m d W O W O (� O W W N W W W m w A A O W A m A W V A m (,,) m N N A (n O p A_ (n (D A m W N A m A m A m N (D A V m N A V m N A V W W (n O CO N (D (D V A N m V W( COQn�� A 0 N W (O V (7( O (O A 0 m w m w w (O A OJ A W Cmnn cWnn m O A W (WOp d W m m O .AG V (AD W (mD A A O> O (mD (JI1 (mD m (VD m W (D m A W A V N O N (n m K) O V N N W V W N N m V AW WAm�V (0WppWpp-4VA O j SW Co Qi m (O W d (DD V — OD h. 9) W Co m IV W m W O W A (D O m fJ1 D N N W d Co (D m 07 W O WW ApNV mNO 1 NA W NW W Oi NpWOVW A WDi N W W A W m m (n W W A 0 0 m — 0 M O m m A Ja N m O N V A W L, (D (P (n m m 01 m m m W m V W V O W O W = m N W W (D W (D A O A O Ut O U (n V m m A W V O _V m A (n OD N (O (n m OD W N O (n m OD W N (O m m m m m Co m P V1 (O m (D N N V Uf WVV m OD m m m (n N N Ln ((O� OD (n O (O N N N V pm�� 0 O mV A pW OWDD pV O � O N N p (Nn A W O A J O A N OND W A (O 9)) O m m V m W An In m Ir V D D W (D m V W (n N A 0 O V W N N V (n m A Moo vM V wed - ISSUANCE m Q' m 13 ip S. Seismic Design Maps htt�-sl:Tdf�QFSefshiMTa$sAN A Planning and Building Agency USGS web services vrere down for some period of time and as a result this tool wasn't operational. resulting in t USGS web services are now operational so this tool should work as expected- 2714 Strawberry Lane Santa Ana CA 92706 Latitude, Longitude: 33.76203,-117.90611 Blake St 0 O v � W yt��sor Ave c 70 gle Saigon Seafood FY a o x rD CID 0 Shady Ln Townhomes Date Design Code Reference Document Risk Category Site Class Type Value SS 1.33 S1 0.473 SMS 1.596 SM1 null -See Section 11.4.8 SDS 1.064 SD1 null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.565 FPGA 1.2 PGAM 0.678 TL 8 SsRT 1.33 SsUH 1.439 SsD 1.808 S1RT 0.473 S1UH 0.513 Huckleberry Rd Strawberry Ln Monte Carlo Dr Northgate Gonzalez Market 11 9/28/2024. 1:49:27 PM ASCE7-16 II D - Default (See Section 11.4.3) Description tvtCER ground motion. (for 0.2 second period) Iv10ER ground motion. (for 1.0s period) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second IUCEG peak ground acceleration Approved F�Fj, P�F�,�I�SSUANCE Master ID: Date: rn Samueli Academy nark "ov:1 Cv Site amplification factor at PGA Site modified peak ground acceleration Long -period transition period in seconds Probabilistic risk -targeted ground motion. (0.2 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk -targeted ground motion. (1.0 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Map data ©2024 of 3 9/282024. 1:49 PM L CITY OF SANTA ANA Planning and Building Agency LATERAL ANALYSIS ASCE 7-16 / CBC 2022 New ADU J1714 Strawberry Lane Santa Ana Ck`92706 Importance factor I = 1.00 Site class D Building Period Coeff C, = 0.02 Response Modification Coeff R = 6.50 Building location & Seismic Design Parameters Ss = 1.330 S i = 0.473 SDs = 1.064 g Seismic design category D Redundancy Factor 1.3 Seismic Response Coeff, Cs = SDs / (R / 1) = 0.21 Base Shear V = 0.21 W VnsD = V / 1.4 = 0.16 W Floor Thickness (in) 12 in Approved PERMIT ISSUANCE Master ID: Date: Sins = 1.598 Fe = 1.200 Sin, = 2.132 2.789 1.500 SDI = 0.482 g > Csmin = 0.01 (Strength) (ASD) Story Shear ASD Level DL Wall DL Wi Plate HT Hi WiHi Fi Coef Fi Story Shr s Roof 13 7 20 9 1 10 200 1 1.00 1 3.2 3.2 Design shear 0 0 0 1 0 1 0 0 1 0.00 1 0.0 3.2 Sum Base Shear 3.2 psf 20 200 W, Nful 4-0 0 ), 1714 sTX W bk*lr 1,4AIE - 9A,-V71A- -A-;i Y4: -7, IblIV-o L 0 = /6 , o � u1/1UD l t . CITY OF SANTA ANA Planning and Building Agency Approved � FOR PERMIT ISSUANCE'' ste ID: lzz� G C2- CITY OF SANTA ANA Planning and Building Agency Approved 4 FOR PERMIT ISSUANCE, ter ID: CITY OF SA1TA ANA x6Q4.fie � ,f �G � rw' g and Building Agency APPr ed FOR PERM�ISS ANCE `r�' 50 � � k�, �� ri � i ��� � 1 ✓ �!-'C - J a r I .mil � tf t,7 19�F LM? C N )i�, GCS . z2 7x ox a1 �b �<(4-44-)R4 1344 = I -3 4-4 5 - 2(0 261, o7A2 x L a,075 -p �t7m �i� U.S. Seismic Design Maps USGS web services were down for some period of time and as a result this tool wasn t operational re USGS web services are now operational so this tool should work as expected. 2714 Strawberry Lane, Santa Ana CA Latitude, Longitude: 33.76191,-117.90613 Blake St n r S' o ,* E o D < N farts ro �« Or Ave Tours Ave v � ro p � x � rD - o Goy_ gle r Date Design Code Reference Document Risk Category Site Class '0 Saigon Seafood Huckleberry Rd Strawberry Ln C Y//@fv�9Af►TcA'2A"A/ Planning and Building Agency', ttmeot:r •rror. ... Approved Er-I0�HA JUANCE 'rU.^�, Master ID: Date: Samueli Academy Monte Carlo Dr Gonzalez ® Guadalajara Tire Services �4.�,> Northgate Market 0 ' c:::— _ Map data 02025 41812025, 2:39:47 PM ASCE7-16 11 D - Default (See Section 11.4.3) Type Value Description SS 1.329 MCER ground motion. (for 0.2 second period) St 0.473 MCER ground motion. (for 1.0s period) SMs 1.595 Site -modified spectral acceleration value SMi null -See Section 11.4.8 Site -modified spectral acceleration value Sps 1.064 Numeric seismic design value at 0.2 second SA Sot null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11 A.8 Site amplification factor at 1.0 second PGA 0.565 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGArt 0.678 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.329 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.438 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.807 Factored deterministic acceleration value. (0.2 second) S1RT 0.473 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.513 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. 1 of 3 4/8/2025, 2:39 PM CITY OF SANTA ANA Planning and Building Agency LATERAL ANALYSIS ASCE 7-16 Legalize existibng bath room (9'x10') 2714 Strawberry Lane, Santa Ana CA 92706 Importance factor I = 1.00 Site class D Building Period Coeff C, = 0.02 Response Modification Coeff R = 6.50 Building location & Seismic Design Parameters Ss = 1.329 S, = 0.473 Sos = 1.064 g Seismic design category D Redundancy Factor 1.3 Seismic Response Coeff, Cs = Sns / (R / 1) = 0.21 Base Shear V = 0.21 W VAsp = V / 1.4 = 0.16 W Floor Thickness (in) 12 in Approved PERMIT ISSUANCE Master ID Date: Sms = 1.595 Fe = 1.200 S„, = 2.011 2.789 1.500 0.482 g > Csmin = 0.01 (Strength) (ASD) Story Shear ASD Level DL Wall DL Wi Plate HT Hi WiHi Fi Coef Fi Story Shr sf Roof 10 7 17 8 10 170 1.00 2.7 2.7 Design shear 0 0 0 0 0 1 0 0.00 0.0 2.7 Sum 17 Base Shear 2.7 psf 170 2.7 CITY OF SANTA ANA Playing and Building Agency FOR PERMIT IS ANC ��!;T - 14-- -P7)� S Master ID: 6�X-7*vt-76) Date: Z04161 (6cjf I VJND � �r 1) � r 16 411VA) /�AkaiE PT--< �ROFESSIpN xp. date: F CALIF� �78 T-Z-1911� CITY OF SANTA ANA Planning and Building Agency LATERAL ANALYSIS ASCE 7-16 2714 Strawberry Lane Santa Ana, CA Importance factor 1 = 1.00 Site class D Building Period Coeff C, = 0.02 Response Modification Coeff R = 6.50 Building location & Seismic Design Parameters Ss = 1.329 Si = 0.473 Sos = 1.064 g Seismic design category D Redundancy Factor 1.3 Seismic Response Coeff, Cs = SDs / (R / 1) = 0.21 Base Shear V = 0.21 W VAsp=V/1.4 = 0.14 W Floor Thickness (in) 12 in 111x20' Approved PERMIT ISSUANCE Master ID: Date: SMS = 1.595 Fe = 1.200 S,,,i = 2.011 2.789 1.500 0.482 g > Csmin = 0.01 (Strength) (ASD) Story Shear ASD Level DL Wall DL I Wi I Plate HTJ Hi I WiHi I Fi Coef I Fi I Story Shr s Roof 10 1 11 8 10 1 110 1.00 1 1.5 1.5 Design shear 0 0 0 0 0 0 0.00 1 0.0 1.5 Sum Base Shear 1.5 psf 11 110 1.5 GENERAL NOTES FRAMING LUMBER 1. 2. 3. 4. 6. 5. 7. 8. 9. 10. 12. 13. 14. 15. 16. 2. 3. 4. 5. 1. 1. 11. ALL STRUCTURAL LUMBER SHALL BE (DOC PS20 OR EQUIVALENT) DOUGLAS FIR LARCH OF THE FOLLOWING MINIMUM GRADES: A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2 B. 4X BEAMS AND HEADERS UP TO 4X12 NO. 2 C. LARGER THAN 4X12 AND POSTS NO. 1 D. 6X AND LARGER BEAMS NO. 1 STRUCTURE PANELS SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT STANDARD DOC PS1 OR DOC PS2 OR ANSI/APA PRP210, AND SHALL BEAR THE STAMP OF AN APPROVED FABRICATOR. INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL FIRST BE APPROVED BY THE INSPECTOR PRIOR TO COVERING. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN ON APPROVED PLANS. MAXIMUM MOISTURE CONTENT OF ALL MUMBER SHALL BE 19%. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1/16 INCH UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER HEAD AND NUTS OF BOLTS AND LAG SCREWS. FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG-TIE". THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LESS THAN THE MINIMUM REQUIRED ON CRC R602.3(1). ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS. PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF 2X14 JOISTS. BUILT-UP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS: A. 2-2X 16D AT 12" O.C. STAGGERED TOP AND BOTTOM. B. 3-2X 5/8" DIA. M.B. AT 18" O.C. STAGGERED TOP AND BOTTOM. C. 4-2X 5/8" DIA. M.B. AT 18" O.C. STAGGERED TOP AND BOTTOM. PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS. PROVIDE SOLID BLOCKING UNDER ALL NON-PARALLEL PARTITIONS. INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65% TO 75% OF SHANK DIAMETER AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR OTHER APPROVED LUBRICANT ON THREADS. INSTALLATION SHALL BE BY TIGHTENING OF SCREW NOT BY HAMMERING. TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE SUPPLIER AND SUBMITTED TO THE BULIDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED ENGINEER. DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48" MIN. FOR STUD WALL GLULAM/PARALLAM/MICROLAM BEAMS GLUE LAMINATED BEAMS SHALL BE PER CBC (AITC A190.1 & ASTM 3737) AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 117. CONBINATION SYMBOLS SHALL BE AS FOLLOWS: A) 24F-V4 DF/DF FOR SIMPLE BEAMS B) 24F-V8 DF/DF FOR CANTILEVERED BEAMS PARALLAM BEAMS SHALL BE 2.0E PSL I LEVEL, ICC ESR- 1387 MICROLAM BEAMS SHALL BE 2.0E LVL LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR AND SHALL BE ACCOMPANIED TO THE JOB SITE WITH CERTIFICATE OF FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. STRUCTURAL AND MISCELLANEOUS STEEL 2. 3. 4. 5. 6. 7. 8. 9. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO A.S.T.M. A-36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING, LATEST EDITION. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B. TUBULAR STEEL SHALL CONFORM TO A.S.T.M. A500 GRADE B. BOLTS SHALL CONFORM TO A.S.T.M. A-307 UNLESS NOTED OTHERWISE. SHOP DRAWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER AND BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. FABRICATION SHALL BE DONE IN THE SHOP OF LICENSED FABRICATORS. USE ELECTRIC ARC PROCESS WELDING WITH E70XX ELECTRODES. ALL WELDING SHALL BE DONE IN THE SHOP OF LICENSED FABRICATOR OR PROVIDE CONTINUOUS SPECIAL INSPECTION BY A RESGISTERED DEPUTY INSPECTOR. WHERE A FILLET WELD SYMBOL IS USED IN THE PLANS WITHOUT INDICATION OF SIZE, THE MINIMUM WELD SIZE AS SPECIFIED IN THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION SHALL BE USED. 9.ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR CONSTRUCTION ON ENCLOSED SIDE 17. 1. 2. PROVIDE HOSE BIBB WITH NON-REMOVABLE BACK FLOW PREVENTED @ DWELLING. PLUMBING REQUIREMENT: NOTES CONTROL VALVER FOR SHOWER(TUB- SHOWER SHALL BE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE MAX. FLOW RATE WC. = 1.28 GPM. SHOWER HEAD =1.8 GPM USE 2- 15 # FEET WHEN STUCCO IS APPLIED OVER PLYWOOD 1. 2. 3. 4. SHOWERS SHALL BE FINISHED 72" ABOVE DRAIN W/ SURFACE MATERIAL NOT ADVERSELY EFFECTED BY MOISTURE 5.WATER HEATER MUST HAVE A PRESSURE AND A TEMPERATURE RELIEF VALVE PLUMBED TO THE OUTSIDE OF THE BUILDING 12" MIN. ACCESS PANEL IS REQUIRED FOR THE BATHTUB TRAP SLIP JOINT. CLEANOUT IN UNDERFLOOR PIPING SHALL BE EXTENDED TO OR ABOVE THE FLOOR OR EXTENDED TO THE EXTERIOR OF THE BUILDING UNLESS: AN 18" X30" CLEARANCE IS PROVIDED FROM THE MEANS OF ACCESS. IN ADDTION, NO CLEAN OUT SHALL BE MORE THAN 20'-0" FROM THE ACCESS OPENING. WATER HEATER WILL HAVE AN R-16 BLANKET OR BE RATED FOR R-16 8. 6. 7. SHOWER AND BATHTUB DOORS AND THE ENCLOSURES TEMPERED GLASS AT COUNTER SPACE IN KITCHEN AND DINING AREA, RECEPTACLE SHALL BE PROVIDED AS FOLLOWS: RECEPTACLE SHALL BE PROVIDED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24" FROM A RECEPTACLE RECEPTACLES OUTLETS SHALL BE PLACED @12'-0" MAXIMUM AND SHALL BE LOCATED WITH 6'-0" OF DOOR OPENINGS. DETECTORS MUST RECEIVE POWER FROM THE BUILDING WIRING, WITH BATTERY BACKUP WITHOUT A DISCONNECTING SWITCH, OTHER THAN FOR OVER OVER CURRENT PROTECTION, EXCEPT THAT IN THE EXISTING PORTION OF AN EXISTING BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERATED (CRC SEC. R314). 3. RECEPTACLE/OUTLET: 2. 1. PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70 DEGREE @ 3 FEET ABOVE FLOOR. 1. MECHANICAL REQUIREMENT: SERVICE: DOORS & WINDOWS IN ALL BEDROOMS, PROVIDE ON OPENABLE ESCAPE WINDOW MEETING ALL OF THE FOLLOWING: AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT., A MINIMUN CLEAR 24 INCHES HEIGHT AND 20 INCHES WIDTH AN A SILL HEIGHT NOT OVER 44 INCHES ABOVE THE FLOOR. GLAZING ADJACENT TO DOORS, SHALL MEET WITH CRC308.4.2. STRUCTURE NOTES: CONCRETE: REINFORCING STEEL: ASTM A615, GRADE #60. #4 AND SMALLER, GRADE #40.A. CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. WATER-CEMENT RATIO 0.45 AND CEMENT TYPE V OR PER SOILS REPORT. B. FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS @ 24" O.C.C. LANDING 3 1/2" CONC W/ 6X6 10X10 MESH.STEEL:D. SHAPED AND PLATE: ASTM A36; TUBE: ASTM A500, GRADE B.1. BOLTS: ASTM A307.2. WOOD: FRAMING MEMBERS : DOUGLAS FIR LARCH (DOC PS20)A. COLUMNS, BEAMS, HEADERS, AND PLATES : NO 1B. STUDS, JOISTS, RAFTERS, BLOCKINGS: NO 2C. WALL SILLS, NAILERS, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE TREATED DOUGLAS FIR. D. FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONGTIE CO. OR APPROVED EQUIVALENTS. SIMPSON DESIGNATIONS USED. USE NAILS PER ICC APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE. E. COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC TABLE R602.3(1), UNLESS OTHERWISE NOTED. F. EXPOSED TO WEATHER: ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZINC RICH PRIMER.A. ALL EXTERIOR HANGERS AND OTHER SIMPSON TYPE PRODUCTS SHALL BE GALVANIZED.B. ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE.C. FRAMING: DOUBLE FLOOR JOISTS REQUIRED UNDER PARALLEL BEARING WALLS.A. APPLY CONT. LINE OF GLUE TO FLOOR PANELS AT ALL JOIST.B. BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES.C. CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY.D. HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE TOLERANCE OF NO MORE THAN 1/16". E. ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. F. ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 3"X3"X.229" STEEL PLATE WASHERS. G. HORIZONTAL PLYWOOD SHEARTHING: VERTICAL PLYWOOD SHEATHING: (DOC PS1 OR PS2) (SEE SCHEDULE).A. EXTERIOR STUCCO NOTES: CRC SECTION R703 STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO TOP AND BOTTOM PLATES A. 7.FOUNDATION PLATES OR SILLS BOLTED WITH 5/8" DIA. X 12" ANCHOR BOLTS W/ 7" MIN. EMBEDMENT AT NOT MORE THAN 4'-0" O.C. ONE BOLT IS REQUIRED WITHIN 12" OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER MEMBER (SEC. 2304.3.4 CBC). FASTENERS SHALL BE HOT- DIPPED ZINC- COATED GALVANIZED STEEL.8. 1. 2. FOUNDATION 4. 5. 6. IN LIEU OF A SOIL REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSI. FOUNDATION DESIGN IS BASED ON NON-EXPANSIVE SOIL. EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD CONDITION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY FOUNDATION WITH SIGNIFICANT SETTLEMENT, SEVERE CRACKING OR ANY INDICATION OF STRUCTURAL FAILURE OR DISTRESS OR DEFECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, FENCE ENCLOSURES AND PROTECTION LIFE AND PROPERTY UNTIL THE PROJECT IS COMPLETE. 3. THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. TREATED LUMBER CONFORMING TO (CRC) FOR FOUNDATION PLATES AND SILL 1. 2. 3. 5. 7. 8. 6. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA RESIDENTIAL CODES AND ALL AMENDMENTS AND LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID AND SIGNING OF CONTRACT. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND ENGINEER AND BE RESOLVED IN WRITING BEFORE PROCCEDING WITH THE WORK. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY ARE IN CONFLICT WITH DETAILS AND NOTES ON OTHER DOCUMENTS; THE MORE STRICT CONDITION APPLIES SUBJECT TO REVIEW BY THE ENGINEER. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITION WERE CAREFULLY TAKEN IN THE FIELD BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS ARE IN CONFLICT WITH THE PLANS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT PROPER CHANGES CAN BE MADE. REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR REVIEW. MODIFICATION OF STRUCTURAL PLANS AND MATERIAL SUBSTITUTIONS SHALL NOT BE DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. THE APPROVED PLANS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE AND DO NOT INCLUDE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHINQUES, SEQUENCES AND PROCEDURES INCLUDING BUT NOT LIMITED TO SHORING, INSURANCE, FENCING, CONSTRUCTION CANOPY, SCAFFOLDING ETC. FIELD OBSERVATIONS BY THE ENGINEER SHALL NOT BE CONSIDERD AS INSPECTIONS AS REQUIRED BY THE CODE. REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS, LAYOUT ETC. 4. REINFORCING STEEL 1. 2. 3. 4. 5. 6. 7. 9. 8. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF A.S.T.M. A-615 GRADE 60 FOR BARS LARGER THAN #4, GR.40 FOR #4 OR SMALLER. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-82 AND A-185 . LAP 12 INCHES MINIMUM. DELTAILING,FABRICATION AND ERECTION OF REINFORCING BARS SHALL CONFORM TO THE LATEST EDITION OF A.C.I. MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED CONCRETE STRUCTURES. MINIMUM COVER FORCAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: A. POURED AGAIN EARTH 3 INCHES B. POURED AGAIN FORM BELOW GRADE 2 INCHES C. FORMED SLABS 3/4 INCH D. SLAB ON GRADE, TOP COVER 1 INCH E. COLUMN AND BEAM MAIN BARS 1-1/2 INCHES F. WALLS EXPOSED TO WEATHER # 6 AND LARGER 2 INCHES # 5 AND SMALLER 1-1/2 INCHES BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER DELETERIOUS MATERIAL THAT MAY AFFECT BOND. ALL BEND SHALL BE MADE COLD. LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL BE STAGGERED. ALL REINFORCING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWNS ETC. SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. CODE REQUIRED INSPECTIONS BY JURISTDICTION AUTHORITY SHALL BE MADE AN SIGNED OFF PRIOR TO PLACEMENT OF CONCRETE. 3.5.0 SQ. FT. AT GRADE LEVEL. USE GRADE "D" PAPER BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD (CRC).B. ELECTRICAL REQUIREMENT: A, B, C BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW 1 TOE NAIL EACH END TOE NAIL 6" O.C. FACE NAIL PER JOIST, TOE NAIL2 3 STUD TO STUD (NOT AT BRACED WALL PANELS)8 24" O.C. FACE NAIL 16" O.C. FACE NAIL STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 9 12" O.C. FACE NAIL 16" O.C. FACE NAIL BUILT-UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)10 16" O.C. EACH EDGE FACE NAIL 12" O.C. EACH EDGE FACE NAIL CONTINUOUS HEADER TO STUD11 TOE NAIL TOP PLATE TO TOP PLATE13 DOUBLE TOP PLATE SPLICE FACE NAIL ON EACH SIDE OF END JOINT (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT) BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED WALL PANEL) 16 16" O.C. FACE NAIL TOP OR BOTTOM PLATE TO STUD17 TOE NAIL END NAIL TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS18 FACE NAIL 1" BRACE TO EACH STUD AND PLATE19 FACE NAIL 1" X 6" SHEATHING TO EACH BEARING20 FACE NAIL 1" X 8" AND WIDER SHEATHING TO EACH BEARING21 FACE NAIL JOIST TO SILL, TOP PLATE OR GIRDER22 TOE NAIL RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE (ROOF APPLICATIONS ALSO) 23 4" O.C. TOE NAIL 6" O.C. TOE NAIL 1" X 6" SUBFLOOR OR LESS TO EACH JOIST24 FACE NAIL 14 2" SUBFLOOR TO JOIST OR GIRDER25 BLIND AND FACE NAIL 2" PLANKS (PLANK & BEAM — FLOOR & ROOF)26 AT EACH BEARING, FACE NAIL BAND OR RIM JOIST TO JOIST27 END NAIL BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 28 FACE NAIL AT ENDS AND AT EACH SPLICE NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP & BOTTOM & STAGGERED. 24" O.C. FACE NAIL AT TOP & BOTTOM STAGGERED ON OPPOSITE SIDES LEDGER STRIP SUPPORTING JOISTS OR RAFTERS29 AT EACH JOIST OR RAFTER, FACE NAIL BRIDGING TO JOIST30 EACH END, TOE NAIL A, B, C H C, E 3/8" – 1/2"31 6D COMMON OR DEFORMED (2" x 0.113" x 0.266" HEAD); OR 2 3/8" x 0.113" x 0.266" HEAD NAIL (SUBFLOOR, WALL) 8D COMMON (2 1/2" X 0.131") NAIL (ROOF)' OR RSRS-01 (2 3/8" x 0.113") NAIL (ROOF) 8D COMMON (2 1/2" X 0.131") NAIL (SUBFLOOR, WALL) 10D COMMON (3" X 0.148") NAIL; OR 8D (2 1/2" X 0.131") DEFORMED NAIL 1 1/2" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR 1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN 1 3/4" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR 1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN 1 1/2" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR 1 1/4" LONG 16 GA.; 8D COMMON (2 1/2" X 0.131") NAIL 8D DEFORMED (2 1/2" X 0.131") NAIL; OR 10D COMMON (3" X 0.148" ) NAIL; OR DEFORMED (2" X 0.113"); OR I 6 6 F 6 12 9/32" – 3/4"32 7/8" – 1 1/4"33 G 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 34 3 6 3 6 7 7 7 7 25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 35 1/2" GYPSUM SHEATHING36 5/8" GYPSUM SHEATHING37 D D 6 12 6 12 6 12 3/4" AND LESS38 7/8" – 1"39 1 1/8" – 1 1/4"40 FOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM, 1 MILE PER HOUR = 0.447 M/S; 1 KSI = 6.895 MPa. A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS ARE CARBON STEEL AND SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. CONNECTIONS USING NAILS AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED BY ACCEPTED ENGINEERING PRACTICE OR APPROVED UNDER SECTION R104.11. B. SRSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). F. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH IN EXPOSURE B OR GREATER THAN 110 MPH IN EXPOSURE C. G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C1280OR GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208. H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. 4-8D BOX (2 1/2" X 0.113") OR 3-8D COMMON (2 1/2" X 0.131"); OR 3-10D BOX (3" X 0.128"); OR 3-3" X 0.131" NAILS 16D BOX (3-1/2" X 0.162"); OR 3" X 0.131" NAILS 2-8D COMMON (2 1/2" X 0.131") OR 2-3" X 0.131" NAILS 2-16D COMMON (3-1/2" X 0.162"); OR 3-3" X 0.131" NAILS 4-3" X 0.131" NAILS 16D COMMON (3 1/2" X 0.162") 10D BOX (3" X 0.128"); OR 3" X 0.131" NAILS 16D BOX (3 1/2" X 0.135"); OR 3" X 0.131" NAILS 16D COMMON (3 1/2" X 0.162") 16D COMMON (3 1/2" X 0.162") 16D BOX (3 1/2" X 0.135") 5-8D BOX (2 1/2" X 0.113"); OR 4-8D COMMON (2 1/2" X 0.131"); OR 4-10D BOX (3" X 0.128") 16D COMMON (3 1/2" X 0.162") 3" X 0.131" NAILS 8-16D COMMON (3 1/2" X 0.162"); OR 12-16D BOX (3 1/2" X 0.135"); OR 12-10D BOX (3" X 0.128"); OR 12-3" X 0.131" NAILS 3-16D BOX (3 1/2" X 0.135"); OR 2-16D COMMON (3 1/2" X 0.162"); OR 4-3" X 0.131" NAILS 4-8D BOX (2 1/2" X 0.113"); OR 3-16D BOX (3 1/2" X 0.135"); OR 4-8D COMMON (2 1/2" X 0.131"); OR 4-10D BOX (3" X 0.128"); OR 4-3" X 0.131" NAILS 3-16D BOX (3 1/2" X 0.135"); OR 2-16D COMMON (3 1/2" X 0.162"); OR 3-10D BOX (3" X 0.128"); OR 3-3" X 0.131" NAILS 3-10D BOX (3" X 0.128"); OR 2-16D COMMON (3 1/2" X 0.162"); OR 3-3" X 0.131" NAILS 3-8D BOX (2 1/2" X 0.113"); OR 2-8D COMMON (2 1/2" X 0.131"); OR 2-10D BOX (3" X 0.128"); OR 2 STAPLES 1 3/4" 3-8D BOX (2 1/2" X 0.113"); OR 2-8D COMMON (2 1/2" X 0.131"); OR 2-10D BOX (3" X 0.128"); OR 3-8D BOX (2 1/2" X 0.113"); OR 3-8D COMMON (2 1/2" X 0.131"); OR 3-10D BOX (3" X 0.128"); OR WIDER THAN 1" X 8" 4-8D BOX (2 1/2" X 0.113"); OR 3-8D COMMON (2 1/2" X 0.131"); OR 3-10D BOX (3" X 0.128"); OR 4-8D BOX (2 1/2" X 0.113"); OR 3-8D COMMON (2 1/2" X 0.131"); OR 3-10D BOX (3" X 0.128"); OR 3-3" X 0.131" NAILS 8D BOX (2 1/2" X 0.113") 8D COMMON (2 1/2" X 0.131"); OR 10D BOX (3" X 0.128"); OR 3" X 0.131" NAILS 3-8D BOX (2 1/2" X 0.113"); OR 2-8D COMMON (2 1/2" X 0.131"); OR 3-10D BOX (3" X 0.128"); OR 3-16D BOX (3 1/2" X 0.135"); OR 2-16D COMMON (3 1/2" X 0.162") 3-16D BOX (3 1/2" X 0.135"); OR 2-16D COMMON (3 1/2" X 0.162") 3-16D COMMON (3 1/2" X 0.162"); OR 4-10 BOX (3" X 0.128"); OR 4-3" X 0.131" NAILS; OR 4-3" X14 GA. STAPLES, 7/16" CROWN 20D COMMON (4" X 0.192"); OR 10D BOX (3" X 0.128"); OR 3" × 0.131" NAILS AND: 2-20D COMMON (4" X 0.192"); OR 3-10D BOX (3" X 0.128"); OR 3-3" X 0.131" NAILS 4-16D BOX (3 1/2" X 0.135"); OR 3-16D COMMON (3 1/2" X 0.162"); OR 4-10D BOX (3" X 0.128"); OR 4-3" X 0.131" NAILS 2-10D BOX (3" X 0.128"); OR 2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG 3 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG 4 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG 2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG TABLE R602.3(1) FASTENER SCHEDULE -CRC 2022 BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATES, TO RAFTER OR TRUSS END NAIL FLAT BLOCKING TO TRUSS AND WEB FILLER CEILING JOISTS TO TOP PLATE 4-8D BOX (2-1/2" X 0.113"); OR 3-8D COMMON (2-1/2" X 0.131"); OR 3-8D BOX(3" X 0.128"); OR 3-3" X 0.131" NAILS CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS [SEE SECTIONS R802.5.2 AND TABLE R802.5.2(1)] FACE NAIL 4-10D BOX (3" X 0.128"); OR 3-16D COMMON (3 1/2" X 0.162");OR CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) [SEE SECTIONS R802.5.2 AND TABLE R802.5.2(1)] 4 FACE NAILTABLE R802.5.2(1) COLLAR TIE TO RAFTER, FACE NAIL5 FACE NAIL EACH RAFTER 4-10D BOX (3" X 0.128"); OR 3-10D COMMON (3" X 0.148"); OR 4-3" X 0.131" NAILS RAFTER OR ROOF TRUSS TO PLATE6 2 TOE NAILS ON ONE SIDE AND 1 TOE NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS 3-16D BOX NAILS (3 1/2"X0.135"); OR 3-10D COMMON (3" X 0.148"); OR 4-10D BOX (3" X 0.128"); OR 4-3" X 0.131" NAILS I ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 7 TOE NAIL 4-16D BOX (3 1/2" X 0.135"); OR 3-10D COMMON (3" X 0.148"); OR 4-10D BOX (3" X 0.128"); OR 4-3" X 0.131" NAILS 3-16D BOX 3 1/2" X 0.135"); OR 2-16D COMMON (3 1/2" X 0.162"); OR 3-10D BOX (3" X 0.128"); OR 3-3" X 0.131" NAILS END NAIL ADJACENT FULL-HEIGHT STUD TO END OF HEADER12 4-16D BOX (3 1/2" X 0.135"); OR 3-16D COMMON (3 1/2" X 0.162"); OR 4-10D BOX (3" X 0.128"); OR 4-3" X 0.131" NAILS END NAIL 10D BOX (3" X 0.128"); OR 16" O.C. FACE NAIL 12" O.C. FACE NAIL 16" O.C. FACE NAIL 12" O.C. FACE NAIL 16D COMMON (3 1/2" x 0.162") 16D BOX (3 1/2" X 0.135"); OR 3" X 0.131" NAILS 2-8D COMMON (2 1/2" X 0.131"); OR 2-3" X 0.131" NAILS 6 6 FB 6 12 8D COMMON (2 1/2" X 0.131") NAIL (ROOF); OR RSRS-01; (2 3/8" x 0.113") NAIL (ROOF)B 6 6 F DEFORMED 2 3/8" x 0.113" x 0.266" HEAD (WALL OR SUBFLOOR)6 12 STAPLE GALVANIZED, 1 1/2" LONG; 7/16" OR 1" CROWN OR 1 1/4" SCREWS, TYPE W OR S 1 3/4" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR 1 1/4" LONG 16 GA.; STAPLE GALVANIZED, 1 1/2" LONG; 7/16" OR 1" CROWN OR 1 1/4" SCREWS, TYPE W OR S DEFORMED (2 1/2" X 0.120") NAIL DEFORMED (2" X 0.113"); OR DEFORMED (2 1/2" X 0.120") NAIL DEFORMED (2" X 0.113"); OR DEFORMED (2 1/2" X 0.120") NAIL; OR SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 GENERAL NOTES 02 15 GN SHEET INDEX PROJECT DIRECTORY PROPERTY DESCRIPTION VICINITY MAP N.T.S. SCOPE OF WORK PROJECT LOCATION OWNER:JORGE RAMIREZ ZONE:R-1 APN #:101-121-31 STORIES:1 SPRINKLERS: MAIN HOUSE - NO ADU - FULLY SPRINKLERED DESIGNER: HA NGUYEN 13172 SANDRA PL., GARDEN GROVE, CA 92843 TEL: (714) 326-3124 CIVIL ENGINEER: SCOPE OF WORK: 1. NEW 997 SF DETACHED ADU WITH 2 BEDROOM AND 2 BATHROOM 2. NEW 42 SF ADU TRELLIS PORCH 3. PV SYSTEM (MIN. 2.10 kWdc) TO BE UNDER SEPARATE PERMIT 4. FIRE SPRINKLERS FOR ADU (DEFERRED SUBMITTAL) 5. LEGALIZE ENCLOSED PATIO (263SF) 6. LEGALIZE MASTER BATHROOM (91SF) 7. LANDSCAPE AND IRRIGATION PLANS (E) MAIN HOUSE 1,277 SQ. FT. LEGALIZE BATHROOM 91 SQ. FT. __________________________________________________________ 1,368 SQ. FT. __________________________________________________________ (E) ENCLOSED PATIO(LEGALIZE)263 SQ. FT. (E) GARAGE 221 SQ. FT. __________________________________________________________ (N) ADU TRELLIS PORCH 42 SQ. FT. NEW DETACHED ADU 997 SQ. FT. LEGAL JURISDICTION: CITY OF SANTA ANA, CALIFORNIA APPLICABLE CODES: FOR ALL BELOW 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (GBC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) SANTA ANA MUNICIPAL CODE RESIDENTIAL DWELLINGS: CONSTRUCTION TYPE: V-B OCCUPANCY GROUP: R-3/U TOTAL LOT COVERAGE 2,849 SQ. FT. 1368+263+221+997 _________________________________________________________ LOT COVERAGE %:34.9 % LOT AREA: 8,154 SQ. FT. TS COVER SHEET, EXISTING SITE PLAN GN GENERAL NOTES GR1 GREEN NOTES GR2 GREEN NOTES L1 LANDSCAPE PLANS L2 PLANTING PLANS L3 IRRIGATION PLANS A1 MAIN HOUSE FLOOR PLAN & ELEVATIONS A2 ADU FLOOR PLAN & ELEVATIONS A3 ELECTRICAL PLAN S1 MAIN HOUSE STRUCTURAL PLAN S2 ADU FOUNDATION & FRAMING PLAN D1 DETAILS T24 TITLE 24 (ADU) T24 TITLE 24 (ADU) T24 TITLE 24 (ADDITION) T24 TITLE 24 (ADDITION) HUE C. LIU C -66754 10732 LA BATISTA AVE. FOUNTAIN VALLEY, CA 92708 TEL: (714) 679-6472 PROJECT SITE 2714 STRAWBERRY LANE .2 MILES FROM BUS ID:5940 TRASK AVE. CL I N T O N S T . HA R B O R B L V D . RO X E Y D R . N. F A I R V I E W S T . WESTMINSTER AVE. 05 S1 FAU STOVE DRYER TOTAL 100,000 65,000 35,000 200,000 EQUIPMENT BTU TABLE 1215.2 CPC 2022 DEVELOPMENT LENGTH =125' 1-1/4" LINE FROM METER MAX 355,000 BTU *GAS MATERIAL IS POLYETHYLENE PIPE FOR OUTSIDE UNDERGROUND *GAS MATERIAL INSIDE IS BLACK PIPE 5% SLOPE 2% S L O P E 5% S L O P E (E) WATER METER (FIELD VERIFY) 5'-0" PR O P E R T Y L I N E 1 3 5 . 9 0 ' PROPERTY LINE 60'-0" 10'-4" STRAWBERRY LANE ℄ 15 ' - 3 " 5'-0" 8' - 0 " 15'-0" 35 ' - 5 " 5'-0" PR O P E R T Y L I N E 1 3 5 . 9 0 ' PROPERTY LINE 60'-0" 10'-4" STRAWBERRY LANE ℄ 35 ' - 5 " 58 ' - 2 " (E ) 6 ' - 0 " B L O C K W A L L (E) 6'-0" BLOCK WALL (E ) 6 ' - 0 " B L O C K W A L L (E)ELEC.POLE (E)ELEC. POLE SLOPE 4:12 SLOPE 4:12 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 2% SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 2% SL O P E 4: 1 2 SL O P E 4: 1 2 (E) GAS METER (FIELD VERIFY) (E) GAS METER (FIELD VERIFY) (N) GAS METER UPGRADE TO DUAL 400 AMP METER (E) MAIN HOUSE PANEL (E)AS BUILT SITE/ROOF PLAN SCALE: 1/8" = 1'-0" (N)SITE/ROOF PLAN SCALE: 1/8" = 1'-0" 30 ' - 0 " 30 ' - 0 " COND. (N) ADU (UNIT 2) (N ) O P E N PO R C H (E)MAIN HOUSE(E)MAIN HOUSE NO EASEMENTS (E ) 6 ' - 0 " B L O C K W A L L (E) 6'-0" BLOCK WALL (E ) 6 ' - 0 " B L O C K W A L L 19'-5" 2,031 SF. REAR OPEN SPACE FRONT YARD = 2,163 SF 35% = 757 SF MAX HARDSCAPE PROVIDED 757 OF CONCRETE 517 SF DRIVEWAY UN D E R G R O U N D EL E C C O N D U I T SLOPE 2% SLOPE 2% SLOPE 2% (N) ENCLOSED PATIO (N) BATH (E) WATER METER (FIELD VERIFY) (E) PLANTER 240 SF WALKWAY ARTIFICIAL GRASS PLANTS 200 AMP ADU SUB PANEL 5% S L O P E 2% SLOPE 2% SLOPE 5% SLOPE 2% S L O P E 5% S L O P E 5% SLOPE 2% S L O P E 5% SLOPE 2% SLOPE 2% S L O P E (N ) 1 - 1 / 4 " G A S L I N E (N ) 1 - 1 / 4 " W A T E R L I N E NOTE: THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE. *ADU 997 SF / SFD 1,368 SF = 72.9% 4'-0" 4'-6" 07 D1 PLANTS PLANTS *SEE LANDSCAPE PLANS FOR DETAILS PLANTS LOT SHALL BE GRADED TO DRAIN SURGACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10FT. (5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL WITHIN 10FT. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. (CRC R401.3) LEGEND EXISTING AREA NEW PROPOSED AREA OPEN SPACE AREA SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 SITE PLAN, GENERAL DATA 01 17 TS HOME RENOVATION & DETACHED ADU 2714 STRAWBERRY LANE(MAIN HOUSE) 2714 STRAWBERRY LANE UNIT #2 (ADU), SANTA ANA, CA 92706 Bldg #'s 101122290 & 91 APPROVALS: PLNG - C. Santana BLDG - J. Lo POLICE - B. Martin PUBLIC WORKS - B. Sarlak (E) BEDROOM #1 (E) KITCHEN (E) LIVING ROOM (E) BEDROOM #2 (E) BEDROOM #3 BATHROOM TO BE LEGALIZED (E) BATH (E) GARAGE (E) ENCLOSED PATIO TO BE LEGALIZED (NEVER GOT FINALED) (E) GAS METER (FIELD VERIFY) (E) WASHER (E) DRYER (E) CL (E) CL 31 ' - 8 " 9'-1" 10 ' - 8 " 25'-4" 8' - 1 1 " 10'-3" 50 ' - 2 " 30'-5"14'-3" (E) MAIN HOUSE FLOOR PLAN SCALE: 1/4" = 1'-0" INSECT SCREENINSECT SCREEN IN S E C T S C R E E N IN S E C T S C R E E N 6'-0"X 6'-8" FRENCH DOOR 3'-10"4'-10" 2'6"X6'8" DR. 20'-11" 2'-6" UPGRADE TO DUAL 400 AMP METER MIN 24" MI N 3 0 " (E) 4'0"X4'0" SLD WD (N) 2'0"X2'0" SLD TEMP. WD (E) 3'0"X4'0" SLD WD (E) 6'0"X4'0" SLD WD (E ) 3 ' 0 " X 4 ' 0 " S L D W D (E) 3'0"X3'0" SLD WD (E ) 4 ' 0 " X 2 ' 0 " S L D W D LEGEND EXISTING WALL NEW WALL T.O. FLOOR 6" 8' - 0 " EXISTING SHINGLE COMP. ROOF 12 4 12 ' - 1 0 " NORTH ELEVATION SCALE: 1/4" = 1'-0" (E)GARAGE(E)GARAGE (E)BEDROOM (E)BEDROOM (N)BATHROOM ADDITION SLOPE 1/4/FT NOTE: ALL EXTERIOR FINISH WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE . 12 4 EXISTING SHINGLE COMP. ROOF T.O. FLOOR 6" 8' - 0 " 12 ' - 1 0 " WEST ELEVATION SCALE: 1/4" = 1'-0" NOTE: ROLL/ TORCH DOWN ROOF ICC#1274 1'-0" (N)BATHROOM ADDITION (N)ENCLOSED PATIO (E)HOUSE NOTE: ALL EXTERIOR FINISH WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE .EXISTING SHINGLE COMP. ROOF SLOPE 1/4/FT 8' - 0 " (N)ENCLOSED PATIO 12 4 12 ' - 3 " T.O. FLOOR 6" SOUTH ELEVATION SCALE: 1/4" = 1'-0" NOTE: ROLL/ TORCH DOWN ROOF ICC#1274NOTE: ROLL/ TORCH DOWN ROOF ICC#1274 6" 1'-8" 1'-0" 2' - 1 0 " EGRESS INSECT SCREEN INSECT SCREEN FRENCH DOOR 4'-0" 5' - 0 " 6'-0" 6' - 8 " 5' - 0 " 6'-0" T.O. PLATE 8' - 0 " (E)HOUSE(E)HOUSE (N)ENCLOSED PATIO (N)ENCLOSED PATIO(N)BATHROOM ADDITION EXISTING SHINGLE COMP. ROOF NOTE: ROLL/ TORCH DOWN ROOF ICC#1274 NOTE: ALL EXTERIOR FINISH WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE . 12 4 12 ' - 1 0 " T.O. FLOOR 6" EAST ELEVATION SCALE: 1/4" = 1'-0" 1'-0"2'-0" INSECT SCREEN INSECT SCREEN 5'-0" 5' - 0 " 5' - 0 " 5'-0" (N) ATTIC VENTILATION: REQUIRED : 91 SF. / 150 SF. = .61 SF. VENT. PROVIDED : 1 - 24" DORMER VENTS SIZE EA.VENT = 1.57 SF X 1 = 1.57 SF. VENTILATION TOTAL = .61 SF VENTILATION ENCLOSED PATIO WALL SF. = 20'-11" + 10'-8" = 31'-7" 31'-7" X 6'-8" = 211 SQ. FT. 65% = 137.15 SQ. FT. OPEN REQUIRED SHORT WALL WINDOW = 5'0"X5'0"X2 = 50 PROVIDED = 50 SQ. FT. OPEN LONG WALL WINDOW = 4'0"X5'0",6'-0"x5'-0" = 50 SLIDING DOOR = 6'X6'8" = 40 PROVIDED = 90 SQ. FT. OPEN TOTAL = 50 SQ. FT. + 90 SQ. FT. = 140 SQ. FT. SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 MAIN HOUSE FLOOR PLAN & ELEVATIONS 08 17 A1 (N) WH COND. 26 ' - 0 " 12 ' - 9 " 12 ' - 0 " 24'-11" 5'-0" 3'-0" (N) 3'0"X4'0" SLD WD (N) 3'0"X4'0" SLD WD(N) 3'0"X1'0" SLD OBS TEMP WD (N ) 5 ' 0 " X 4 ' 0 " S L D W D (N ) 5 ' 0 " X 4 ' 0 " S L D W D (N) 5'0"X4'0" SLD WD(N) 6'0"X4'0" SLD WD (N ) 4 ' 0 " X 4 ' 0 " S L D W D (N ) 3 ' 0 " X 3 ' 0 " S L D W D NEW ADU FLOOR PLAN SCALE: 1/4" = 1'-0" 10'-6" 16 ' - 9 " 8' - 5 " 5'-0"9'-0"5'-0"10'-6" (N) KITCHEN (N) 9'-0" CL. HT. (N) BEDROOM #1 (N) 9'-0" CL. HT. (N) LIVING ROOM (N) 9'-0" CL. HT. (N) BATH (N) 9'-0" CL. HT. (N) CL (N) BEDROOM #2 (N) 9'-0" CL. HT. 40'-0" 35'-0" 17 ' - 7 " 8' - 1 0 " 2' - 6 " (N) CL (N) CL (N) BATH (N) 9'-0" CL. HT. (N) W/D (N) 2'0"X2'0" SLD OBS TEMP WD 8'-6" 2'-6" 5' - 4 " 3'-6"4'-7" 2' - 1 0 " 2' - 0 " 2' - 1 0 " 3' - 1 " (N) OPEN PORCH (N) 9'-0" CL. HT. (N) 2'6"X6'8" DR. (N) 3'0"X6'8" DR. (N) 2'0"X6'8" DR. (N) 2'0"X6'8" DR. (N) 2'6"X6'8" DR.(N) 3'0"X6'8" DR. (N) 3'0"X6'8" DR. (N) 2'0"X6'8" DR. (N) 3'0"X6'8" ENTRY DR. R311.3.1 (N) CONC. LANDING LA N D I N G 2% S L O P E 1/2" 1' - 0 " (N) 2'6"X6'8" LOUVER DR. 30"MIN 30 " M I N LEGEND EXISTING WALL NEW WALL T.O. FLOOR T.O. PLATE 9' - 0 " T.O. F. GRADE 8" 14 ' - 5 " T.O. ROOF NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU. NEW CLASS 'B' MIN. SHINGLE COMP. ROOF (ESR 3150) OVER 2 LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS TYP. AND CITY OF SANTA ANA. ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR AND MATERIAL OF THE EXISTING. 124 NORTH ELEVATION SCALE: 1/4" = 1'-0" TRELLIS OPEN ROOF WOOD TRIM TO MATCH EXISTING HOUSE *RADIANT BARRIER REQUIRED T.O. FLOOR T.O. PLATE 9' - 0 " T.O. F. GRADE 8" 14 ' - 5 " T.O. ROOF NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU. NEW CLASS 'B' MIN. SHINGLE COMP. ROOF (ESR 3150) OVER 2 LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS TYP. AND CITY OF SANTA ANA. ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR AND MATERIAL OF THE EXISTING. 124 SOUTH ELEVATION SCALE: 1/4" = 1'-0" *RADIANT BARRIER REQUIRED T.O. FLOOR T.O. PLATE 9' - 0 " T.O. F. GRADE 8" 14 ' - 5 " T.O. ROOF NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU. NEW CLASS 'B' MIN. SHINGLE COMP. ROOF (ESR 3150) OVER 2 LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS TYP. AND CITY OF SANTA ANA. ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR AND MATERIAL OF THE EXISTING. 124 WEST ELEVATION SCALE: 1/4" = 1'-0" *RADIANT BARRIER REQUIRED T.O. FLOOR T.O. PLATE 9' - 0 " T.O. F. GRADE 8" 14 ' - 5 " T.O. ROOF NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE. STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU. NEW CLASS 'B' MIN. SHINGLE COMP. ROOF (ESR 3150) OVER 2 LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS TYP. AND CITY OF SANTA ANA. ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR AND MATERIAL OF THE EXISTING. 124 EAST ELEVATION SCALE: 1/4" = 1'-0" *RADIANT BARRIER REQUIRED 1. AT BEDROOMS PROVIDE ONE OPENABLE ESCAPE WINDOW OR DOOR MEETING ALL OF THE FOLLOWING: A. AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT. (5.0 SF. AT GRADE LEVEL) B. A MINIMUM CLEAR 24 INCH HEIGHT AND 20 INCH WIDTH C. CLEAR OPENING NOT OVER 44 INCHES ABOVE THE FLOOR. CBC 1026.2 2. SHOWERS SHALL BE FINISHED 72" ABOVE DRAIN WITH MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE. 3. ANTI-SCALDING SHOWER AND TUB-SHOWER VALVES REQUIRED. 4.ADDITIONS THAT EXCEED 50% OF EXISTING LIVING FLOOR AREA REQUIRE UNDER GROUNDING OF ALL EXISTING ABOVE GROUND UTILITIES. "PER BUILDING POLICY, WHERE FEASIBLE, AND AS DETERMINED BY THE BUILDING INSPECTOR, ALL ABOVE-GROUND UTILITIES SHALL BE RELOCATED UNDERGROUND." 5.ALL NEW WINDOWS INCLUDING: U-FACTORS = 0.30 & SHGC = 0.23 1. AT BEDROOMS PROVIDE ONE OPENABLE ESCAPE WINDOW OR DOOR MEETING ALL OF THE FOLLOWING: A. AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT. (5.0 SF. AT GRADE LEVEL) B. A MINIMUM CLEAR 24 INCH HEIGHT AND 20 INCH WIDTH C. CLEAR OPENING NOT OVER 44 INCHES ABOVE THE FLOOR. CBC 1026.2 2. SHOWERS SHALL BE FINISHED 72" ABOVE DRAIN WITH MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE. 3. ANTI-SCALDING SHOWER AND TUB-SHOWER VALVES REQUIRED. 4.ADDITIONS THAT EXCEED 50% OF EXISTING LIVING FLOOR AREA REQUIRE UNDER GROUNDING OF ALL EXISTING ABOVE GROUND UTILITIES. "PER BUILDING POLICY, WHERE FEASIBLE, AND AS DETERMINED BY THE BUILDING INSPECTOR, ALL ABOVE-GROUND UTILITIES SHALL BE RELOCATED UNDERGROUND." 5.ALL NEW WINDOWS INCLUDING: U-FACTORS = 0.30 & SHGC = 0.23 NOTES: (N) ATTIC VENTILATION: REQUIRED : 997 SF. / 150 SF. = 6.65 SF. VENT. PROVIDED : 4 - 24" DORMER VENTS SIZE EA.VENT = 1.57 SF X 4 = 6.28 SF. VENTILATION PROVIDED : 2 - 12" X 24" SIDE VENTS SIDE VENT = 2.0 SF X 2 = 4 SF VENTILATION TOTAL = 10.28 SF VENTILATION SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 (N) ADU FLOOR PLAN & ELEVATIONS 09 17 A2 CJ CJ 2X CJ @16" O.C (TYP.) 2 - TOP PLATES 24" LAP (TYP.) 2 X BLOCKING 3-16 D NAILS EA. BOTH SIDE 2X CJ @16" O.C (TYP.) CJ TO CJ N.T.S. DRAG CONNECTION N.T.S. SIMP. "MSTC40" STRAP U.N.O FLUSH BEAM PER PLAN DOUBLE TOP PLATES 4X POST F.A.U IN ATTIC N.T.S. 30" M I N . F.A . U . LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED BY ATTIC ACCESS F.A.U SHALL BE LISTED FOR INSTALLATION IN ATTIC AND ON COMBUSTABLE FLOORING CLEARANCES SHALL BE AS SPECIFIED IN THE LISTING 5 /8" CDX X24" MIN. WIDE PLYWD PASSSAGEWAY 20' MAX TRAVEL DISTANCE 30" SQ. VERIFY 22"X30" W/ F.A.U MANUF. ATTIC ACCESS 5/8" CDX PLYWD LEVEL WORKING PLATFORM FOR THE ENTIRE LENGTH OF UNIT LIGHT SWITCH ELECTRICAL OUTLET NOTE: PASSAGEWAY TO THE MECHANICAL EQUIPMENT IN THE ATTIC SHALL BE UNOBSTRUCTED AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORE THAN 20' IN LENGTH THROUGH THE ATTIC. BEAM. TO POST CONN. N.T.S. WD POST SIMPSON CAP (PER PLAN) WD BEAM SIMPSON "MST" RIDGE BEAM N.T.S RIDGE BOARD (SEE FRAMING)2X RR @ 16" O.C. (SEE PLANS) E.N. ROOF SHEATHING LSTA24 @ 48" O.C. D1 12 POST PAD DETAIL (TYP.) N.T.S. 16 04 12 13 07 03 19 050102 08 09 14 15 20 06 1110 21 22 1817 SIMSPON HOLDOWN SIMPSON HDU (PER PLAN) W/1/4"X3" SCREWS (ICC ESR-2330) 12" 5" NEW SHEAR WALL (SEE PLANS) CONC. FOOTING F.G F.F SSTB16 5/8"X12-5/8" LE. PER ESR-2611 3" MIN. 24" 2X STUDS @ 16" O.C./ 4X4 OR 2-2x4 HDU2-8D82.5 HDU4-8D82.5 HDU5-8D82.5 HDU8-8D82.5 SCREWS TO POST 1/4"X2.5" 1/4"X2.5" 1/4"X2.5" 1/4"X2.5" ANCHOR BOLT NUTS/WASHERS 5/8" 5/8" 5/8" 7/8" NOTE: 1. ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2. DEEPEN FOOTING AS REQUIRE TO OBTAIN ANCHORS EMBEDMENT AND CONCRETE COVER. P.T.D.F SILL PLATE (PER PLAN) HDU-SDS2.5 @ FOOTING N.T.S. FLOOR/ROOF SHEATING (4'X8' OSB. SHEATING) FLOOR OR ROOF JOIST PANEL FIELD NAILING DIAPHRAGM BOUNDARY NAILING PANEL EDGE NAILING BLOCKING @ PANEL EDGES NOT REQUIRED @ ROOF OR IF T&G SHEATING IS UDED ROOF SHEATHING N.T.S. 2X RAFTER @ 16" O.C. TYP. 4X HEADER SEE PLAN 60° DOUBLE TOP PLATE CRIPPLE STUDS TRIMMER STUDS TO SUPPORT HEADER WALL FRAMING N.T.S. 3-16D NAILS FOR 2X TRIMMER (2-2X TRIMMER AT OPENING WIDER THAN 6'-0") 4-16D NAILS FOR 4X HEADER ROUGH SILL CRIPPLE 2 X 4 SOLE PLATE INTERIOR WALL TO FLR N.T.S. 2X4 STUDS @ 16" O.C. SHOT PIN @ 24" O.C. ICC 1799 2X RR @ 16" O.C. 2X 16D NAILS EA SIDE 2X4 STUDS @ 16" O.C. EXTERIOR FOOTING N.T.S. 24 8"5" CONC. SLAB W/ #3 REBAR @18" E.W. SIMPSON POST CAP N.T.S. SIMPSON LU 4X POST 4X HDR SIMPSON EPC CARRY HDR 4X POST (SEE PLAN) 3- #4 BARS EA WAY SIMPSON BASE CAP PBS 3" MIN. 6" 3" CONC. SLAB OR 2" ASPHALTIC CONC. SLAB (SEE PLAN) CJ TO BEAM N.T.S. LU HANGER LU HANGER (N) FLUSH BEAM (SEE PLAN) (WHERE OCCURS) 2X CJ @ 16" O.C. (SEE PLANS) 2X CJ @ 16" O.C. (SEE PLANS) 5-16D NAILS EN. 2 X BLKG. A35 @ 32" O.C. ROOF SHTG.STARTER BOARD 5 1 / 2 " 2X RR @ 16" O.C. (SEE PLANS) STUCCO FINISH EAVE DETAIL N.T.S. (N) 2X6 CJ @ 16" O.C. (SEE PLAN) 7-16D NAILS R-15 EN. 2X4 STUDS @ 16" O.C. 2 X BLKG. A35 @ 32" O.C. 2X CJ @ 16" O.C. (SEE PLANS) (WHERE OCCURS) ROOF SHTG.STARTER BOARD NEW SHEAR WALL (SEE PLANS) 2X RR @ 16" O.C. (SEE PLANS) R-38 EAVE DETAIL N.T.S. STUCCO FINISH EN 2X BLOCKING /OR JOIST 2X4 STUDS @ 16" OC R-15 INSULATION 2X CEILING JTS @ 16" 0C R-38 INSULATION 2X RAFTERS @16" OC 2X4 FLATS @ 36" OC ROOF SHTG.STARTER BOARD A35 @ 32" O.C. NEW SHEAR WALL (SEE PLANS) W/ A35 @ 32" O.C. DBL TP EN STUCCO FINISH CEMENT PLASTER ON METAL LATH SHALL HAVE AT LEAST 7 8" THICKNESS MIXED 1:2 FOR SCRATCH COAT AND 1:3 BROWN COAT BY WEIGHT, CEMENT TO SAND AGGREGATE. 1 HOUR FIRE N.T.S. R-5 R-5 1/2"DRYWALL DBL BLOCKING OPENING (SEE PLAN)2-16D NAILS EA SIDE ATTIC ACCESS FRAMING N.T.S. 23 2X4 @ 16" OC. ST6224 STRAP @ 32" OC. 2X4 BRACE @ 32" OC. INTERIOR FOOTING N.T.S. NEW SHEAR WALL (SEE PLANS) 5" 2X STUDS @ 16" O.C. 3" CLR INTERIOR FIN. 2X4 P.T.D.F. MUD SILL W/ 5/8" Ø A.B. X 10" LONG W/ 3" X 3" X 1/4" WASHER 7" INTO CONCRETE 12" FROM CORNERS AND 48" O.C. MAX. 12" 24 " 2-#5 CONT. 3" FROM TOP & BOTTOM TYP. ALL F'TG'S. 5" CONC. SLAB W/ #4 REBAR @18" E.W. 24" 24" @ 36" O.C.#4 X 10 MIL (MIN) POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES 4" THK (MIN) BASE OF 1 2" CLEAN AGGREGATE PRESATURATION TO 110% OF OPTIMUM MOISTURE CONTENT 12" 24 " 5" CONC. SLAB W/ #4 REBAR @18" E.W. 2X4 P.T.D.F. MUD SILL W/ 5/8 Ø A.B. X 10" LONG W/ 3" X 3" X .229" WASHER 7" INTO CONC. 12" FROM CORNERS AND 48" O.C. MAX. 5" 2X STUDS @ 16" O.C. 3" CLR 8"MIN GRD. R-15 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS 26GA SCREED STUCCO FINISH CEMENT PLASTER ON MEATAL LATH SHALL HAVE AT LEAST 7/8" THICKNESS MIXED 1:2 FOR SCRATCH COAT AND 1:3 BROWN COAT BY WEIGHT, CEMENT TO SAND AGGREGATE. 2-#5 CONT. 3" FROM TOP & BOTTOM TYP. ALL F'TG'S. 10 MIL (MIN) POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES 4" THK (MIN) BASE OF 1 2" CLEAN AGGREGATE 24" 24" @ 36" O.C.#4 X PRESATURATION TO 110% OF OPTIMUM MOISTURE CONTENT SHEAR TRANSFER N.T.S. EN 2X BLOCKING /OR JOIST 2X CEILING JTS @ 16" 0C 2X RAFTERS @16" OC ROOF SHTG. DBL TP EN NEW SHEAR WALL (SEE PLANS) W/ LTP4 @ 32" O.C. W/ A35 @ 32" O.C. R-38 R-38 R-5 2X CEILING JTS @ 16" 0C EN 2X BLOCKING /OR JOIST 2X4 STUDS @ 16" OC R-15 INSULATION 2X CEILING JTS @ 16" 0C R-38 INSULATION 2X RAFTERS @16" OC 2X4 FLATS @ 36" OC ROOF SHTG.STARTER BOARD A35 @ 32" O.C. NEW SHEAR WALL (SEE PLANS) W/ A35 @ 32" O.C. DBL TP EN STUCCO FINISH EAVE DETAIL N.T.S. R-5 2X4 BRACE @ 32" OC. 1/2"DRYWALL 1/2"DRYWALL EN. (E)2X4 STUDS @ 16" O.C. 2 X BLKG. A35 @ 32" O.C. ROOF SHTG.STARTER BOARD 2X RR @ 16" O.C. (SEE PLANS) EAVE DETAIL N.T.S. 1/2"DRYWALL 1/2"DRYWALL NEW SHEAR WALL (SEE PLANS) (E) WALL (WHERE OCCURS) (SEE PLAN) 2X STUDS @ 16" O.C. (E) CONCRETE SLAB & FOOTING TO BE REMAIN (E) (N) CONCRETE SLAB (SEE FOUNDATION) 9" 12" DOWEL # 4X24" @ 36" O.C. W/ EPOXY ESR-2508 EXISTING NEW 6" HOLDOWNS @ (E) FOOTING N.T.S. HDU SEE PLAN (N) ANCHOR BOLT WHERE OCCURS 5/8" THREADED ROD BOLT, 7" EMBED EPOXY ESR 2508 (SPECIAL INSPECTION REQD') SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 DETAILS 13 17 D1 ROOF SHEATHING (UNBLOCKED) 1/2" THK CDX PLYWOOD (ALTER 7/16 THICK. OSB) APA RATED STRUCTURAL PANEL 32/16 INDEX, 8 D NAILS @ 6", 12" O.C. FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.) D1 12 NOTE WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON FOUNDATION WALL ARE LESS THAN 8" SHALL BE PRESERVATIVE- TREATED WOOD PER CBC 2022. LEGEND SHEAR WALL NEW WALL NEW FOUNDATION NOTES: 5" THICK CONC. SLAB FLOOR, 2,500 PSI. @ 28 DAYS, TYPE V CEMENT W/ #4 @ 18" O.C. EA WAY, OVER 10 MIL VISQUEEN OVER 4" BASE 1 2" OR LARGER AGGREGATE 12"Wx24"D CONT. FTG., W/ 2#5 T&B 24"SQx24"D PAD FOOTING, W/ 3#4 EA WAY 1 2 FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. *ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD SPACING ARE TO BE FIXED IN PLACE FOR FOUNDATION INSPECTION. SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR THE UTILITY AND/OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE COURSE AND PRE-SATURATION ARE REQUIRED. 3 EXISTING FOUNDATION PANEL THICKNESS PANEL INDEX EDGE NAILING 1 2 3 4 3/8" 24/0 8 D @ 6" 1/2"1/2"1/2" 24/0 24/0 24/0 FIELD NAILING TOP PLATE 2-2X 2X SILL CON. ANCHOR BOLTS A35 24" @ O.C. RATING SILL PLATE ON WOOD FLR. FOUND. SILL PLATE END POSTS (MIN.) CAPACITY 260 (SHEAR WALL SCHEDULE FOR CRC 2022) (SHEAR WALL #3, #4: W/ 3X STUD, SILL & BLOCK BETWEEN ADJACENT PANELS 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.) 8 D @ 4" 8 D @ 12" 8 D @ 3"8 D @ 2" 8 D @ 12"8 D @ 12"8 D @ 12" 2-2X 2-2X 2-2X 2X 2X 2X 2X 2X 3X 3X 4X 4X OR DBL 2X 4X OR DBL 3X 4X OR DBL 3X 16 D @ 6" 5/8" D X10" @ 24" 16 D @ 4"40 D @ 4"40 D @ 3" 5/8" D @ 16" 5/8" D @ 12" 5/8" D @ 24" 16" @ O.C.12" @ O.C.9" @ O.C. APA CDX EXPOSURE 1 APA CDX EXPOSURE 1 340 460 600 SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE V = 260 PLF PLYWOOD SHEAR WALL: 3/8" THK CDX PLYWOOD (ALTER 5/16" THK. OSB PANEL) APA RATED 32/16 INDEX 8D NAILS @ 6", 12" O.C. 5/8"Ø X 10 AB'S @ 24" O.C. / 3X 3X 0.229 PLATE WASHER 1 NOTE FASTENERS IN PRESSURE-TREATED AND FIRE-RETARDANT, TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. (E) KITCHEN (E) BEDROOM #2 (E) BEDROOM #3 BATHROOM TO BE LEGALIZED (E) BATH (E) ENCLOSED PATIO TO BE LEGALIZED (NEVER GOT FINALED) (V.I.F). (E) CL 9'-1" 10 ' - 8 " 25'-4" 8' - 1 1 " 10'-3" 50 ' - 2 " FOOTING AND SLAB (V.I.F.)01 S1 01 S1 01 S1 02 S1 02 S1 03 S1 04 S1 04 S1 1L=4' 04 S1 04 S1 03 S1 1 L=4' 1 L=4' 1 L=5' (N ) H D U 2 (N ) H D U 2 04 D1 04 D1 (E) KITCHEN (E) BEDROOM #2 (E) BEDROOM #3 BATHROOM TO BE LEGALIZED (V.I.F.) (E) BATH (E) ENCLOSED PATIO TO BE LEGALIZED (NEVER GOT FINALED) (V.I.F.) (E) CL 9'-1" 10 ' - 8 " 25'-4" 8' - 1 1 " 10'-3" 50 ' - 2 " 4x6 HDR4x6 HDR4x6 HDR 4x 6 H D R 4x 6 H D R 4x4 HDR 4x4 HDR (E ) 2 x 8 R / R @ 1 6 " O . C . (N) 2x6 R/R @ 16" O.C. (N) 2x6 C/J @ 16" O.C. 05 S1 06 S1 ST6224 HORZ. ST6224 HORZ.ST6224 HORZ. ST6224 HORZ. ST6236 HORZ.ST6236 HORZ.ST6224 HORZ. ST6236 HORZ. (E) 2x R/R @ 16" O.C. 08 S1 07 S1 1L=4' 1 L=4' 1 L=4' 1 L=5'23 D1 (E) MAIN HOUSE FOUNDATION PLAN SCALE: 1/4" = 1'-0" (E) MAIN HOUSE FRAMING PLAN SCALE: 1/4" = 1'-0" 01 02 SLAB ON GRADE (E) TO (N) N.T.S. (E) WALL (WHERE OCCURS) (SEE PLAN) 2X STUDS @ 16" O.C. (E) CONCRETE SLAB & FOOTING TO BE REMAIN 12" (N) CONCRETE SLAB (SEE FOUNDATION) (E) TO REMAIN 9" 12" DOWEL # 4X24" @ 36" O.C. W/ EPOXY ESR-2508 EXISTING NEW 6" #4 BARS DOWELS TO MATCH CONT.BARS IN NEW FOOTING(EPOXY 6" INTO EXIT'G. FOOTING) ICC ESR 2508 EXISTING FOOTING 24"6" NEW FOOTING EXISTING NEW REBAR CONNECTION (N) TO (E) N.T.S. 08 05 03 01 04 06 07 EXTERIOR FOOTING N.T.S. 12" 12 " 4" CONC. SLAB W/ #3 REBAR @18" E.W. 2X4 P.T.D.F. MUD SILL W/ 5/8 Ø A.B. X 10" LONG W/ 3" X 3" X .229" WASHER 7" INTO CONC. 12" FROM CORNERS AND 48" O.C. MAX. 4" 2X STUDS @ 16" O.C. 3" CLR 8"MIN GRD. R-15 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS 26GA WEEP SCREED STUCCO FINISH CEMENT PLASTER ON MEATAL LATH SHALL HAVE AT LEAST 7/8" THICKNESS MIXED 1:2 FOR SCRATCH COAT AND 1:3 BROWN COAT BY WEIGHT, CEMENT TO SAND AGGREGATE. #4 CONT. 3" FROM TOP & BOTTOM TYP. ALL F'TG'S. 24" 24" @ 36" O.C. 7-16D NAILS R-15 EN. 2X4 STUDS @ 16" O.C. 2 X BLKG. A35 @ 32" O.C. 2X CJ @ 16" O.C. (SEE PLANS) (WHERE OCCURS) ROOF SHTG.STARTER BOARD 2X RR @ 16" O.C. (SEE PLANS) R-38 EAVE DETAIL N.T.S. STUCCO FINISH 1/2"DRYWALL CEMENT PLASTER ON METAL LATH SHALL HAVE AT LEAST 7 8" THICKNESS MIXED 1:2 FOR SCRATCH COAT AND 1:3 BROWN COAT BY WEIGHT, CEMENT TO SAND AGGREGATE. R-15 EN. 2X4 STUDS @ 16" O.C. 2 X BLKG. A35 @ 32" O.C. 2X6 CJ @ 16" O.C. 2X6 RR @ 16" O.C. R-38 STUCCO FINISH 1/2"DRYWALL EAVE DETAIL N.T.S. 2X LEDGER WITH 2- 16D NAILS EACH STUD EXTERIOR FOOTING N.T.S. 2X STUDS @ 16" O.C. #4 CONT. 3" FROM TOP & BOTTOM TYP. ALL F'TG'S. 26GA WEEP SCREED 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS .8" MIN. . . 12" 12 " 2X4 P.T.D.F. MUD SILL W/ 5/8 Ø A.B. X 10" LONG W/ 3" X 3" X 1/4" WASHER 7" INTO CONC. 12" FROM CORNERS AND 48" O.C. MAX. .4" MIN. 4" CONC. SLAB W/ #3 REBAR @ 18" OC. CEMENT PLASTER ON MEATAL LATH SHALL HAVE AT LEAST 7/8" THICKNESS MIXED 1:2 FOR SCRATCH COAT AND 1:3 BROWN COAT BY WEIGHT, CEMENT TO SAND AGGREGATE. 6 MIL VISQUEEN W/ 2" CLEAN SAND GRD. 2X ROOF FRAMING 2X FASCIA WALL PER PLAN A35@32"O.C. 2X BLKG. W/ FRAMING CLIPS ALTERNATE EAVE DETAIL N.T.S. ROOFING 2X T&G SHEATING OR 1/2 CDX PLY BEAM PER PLAN SIDING FINISH (E) WALL 26 GA. GALV. FLASHING MIN. 4" BEYOND ROOF JONT SLOPE (1/4"/FT.) ROLLED/TORCH-DOWN 1/2" CDX PLY SHEATHING W/ 8d @ 6", 12" O.C. 2X8 ROOF FRAMING 2x8 LEDGER W/ 2- 16D NAILS AT EA RR STUD 2X BLKG. BN. ALTERNATE CONNECTION N.T.S. SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 MAIN HOUSE STRUCTURAL PLAN 11 17 S1 SHEAR WALL NEW WALL NEW FOUNDATION NOTES: 5" THICK CONC. SLAB FLOOR, 2,500 PSI. @ 28 DAYS, TYPE V CEMENT W/ #4 @ 18" O.C. EA WAY, OVER 10 MIL VISQUEEN OVER 4" BASE 1 2" OR LARGER AGGREGATE 12"Wx24"D CONT. FTG., W/ 2#5 T&B 24"SQx24"D PAD FOOTING, W/ 3#4 EA WAY 1 2 FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. *ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD SPACING ARE TO BE FIXED IN PLACE FOR FOUNDATION INSPECTION. SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR THE UTILITY AND/OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE COURSE AND PRE-SATURATION ARE REQUIRED. 3 EXISTING FOUNDATION PANEL THICKNESS PANEL INDEX EDGE NAILING 1 2 3 4 3/8" 24/0 8 D @ 6" 1/2"1/2"1/2" 24/0 24/0 24/0 FIELD NAILING TOP PLATE 2-2X 2X SILL CON. ANCHOR BOLTS A35 24" @ O.C. RATING SILL PLATE ON WOOD FLR. FOUND. SILL PLATE END POSTS (MIN.) CAPACITY 260 (SHEAR WALL SCHEDULE FOR CRC 2022) (SHEAR WALL #3, #4: W/ 3X STUD, SILL & BLOCK BETWEEN ADJACENT PANELS 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.) 8 D @ 4" 8 D @ 12" 8 D @ 3"8 D @ 2" 8 D @ 12"8 D @ 12"8 D @ 12" 2-2X 2-2X 2-2X 2X 2X 2X 2X 2X 3X 3X 4X 4X OR DBL 2X 4X OR DBL 3X 4X OR DBL 3X 16 D @ 6" 5/8" D X10" @ 24" 16 D @ 4"40 D @ 4"40 D @ 3" 5/8" D @ 16" 5/8" D @ 12" 5/8" D @ 24" 16" @ O.C.12" @ O.C.9" @ O.C. APA CDX EXPOSURE 1 APA CDX EXPOSURE 1 340 460 600 SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE V = 260 PLF PLYWOOD SHEAR WALL: 3/8" THK CDX PLYWOOD (ALTER 5/16" THK. OSB PANEL) APA RATED 32/16 INDEX 8D NAILS @ 6", 12" O.C. 5/8"Ø X 10 AB'S @ 24" O.C. / 3X 3X 0.229 PLATE WASHER 1 NOTE FASTENERS IN PRESSURE-TREATED AND FIRE-RETARDANT, TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. 26 ' - 0 " 12 ' - 9 " 12 ' - 0 " 14'-0"10'-6"3'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 10'-6" 16 ' - 9 " 8' - 5 " 5'-0"9'-0"5'-0"10'-6" (N) KITCHEN (N) 9'-0" CL. HT. (N) BEDROOM #1 (N) 9'-0" CL. HT. (N) LIVING ROOM (N) 9'-0" CL. HT. (N) BATH (N) 9'-0" CL. HT. (N) CL (N) BEDROOM #2 (N) 9'-0" CL. HT. 40'-0" 35'-0" 17 ' - 7 " (N) CL (N) CL (N) BATH (N) 9'-0" CL. HT. 8'-6" (N) OPEN PORCH (N) 9'-0" CL. HT. 01 D1 01 D1 01 D1 1 06 D1 2 01 D1 3 05 D1 2 1 L=6' 1 L=6' 1 L=8' 1L=8' 1 L=4' 1 L=6' 1L=9' 1 2 3 A B (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 03 D1 03 D1 03 D1 03 D1 03 D1 03 D1 2 2 2 2 1 02 D1 02 D1 02 D1 06 D1 2' - 0 " 1'-0" 1'-0" S2 A S2 A (N ) H D U 2 03 D1 (N ) H D U 2 03 D1 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 (N ) H D U 2 03 D1 03 D1 03 D103 D103 D1 03 D1 ROOF SHEATHING (UNBLOCKED) 1/2" THK CDX PLYWOOD (ALTER 7/16 THICK. OSB) APA RATED STRUCTURAL PANEL 32/16 INDEX, 8 D NAILS @ 6", 12" O.C. FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.) D1 12 NOTE WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON FOUNDATION WALL ARE LESS THAN 8" SHALL BE PRESERVATIVE- TREATED WOOD PER CBC 2022. 26 ' - 0 " 12 ' - 9 " 12 ' - 0 " 14'-0"10'-6"3'-0" FRAMING PLAN SCALE: 1/4" = 1'-0" 10'-6" 16 ' - 9 " 8' - 5 " 5'-0"9'-0"5'-0"10'-6" (N) KITCHEN (N) 9'-0" CL. HT. (N) BEDROOM #1 (N) 9'-0" CL. HT.(N) LIVING ROOM (N) 9'-0" CL. HT. (N) BATH (N) 9'-0" CL. HT. (N) CL (N) BEDROOM #2 (N) 9'-0" CL. HT. 40'-0" 35'-0" 17 ' - 7 " (N) CL (N) CL (N) BATH (N) 9'-0" CL. HT. 8'-6" (N) OPEN PORCH (N) 9'-0" CL. HT. 18 D1 (N) 2x8 RIDGE BOARD (N) 4x4 HDR 08 D1 13 D1 07 D1 11 D1 10 D1 1 L=6' 1 L=6' 1 L=8' 1L=8' 1 L=4' 1 L=6' 1L=9' 1 2 3 A B (N) 4x4 HDR(N) 4x6 HDR(N) 4x6 HDR (N) 4x4 HDR(N) 4x4 HDR(N) 4x4 HDR (N) 4x4 HDR (N ) 4 x 4 H D R (N) 4x6 HDR(N) 4x6 HDR (N) 4x8 HDR (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R 21 D1 20 D1 21 D1 (N) 2x8 RIDGE BOARD (N ) 2 x 6 R / R @ 1 6 " O . C . (N ) 2 x 6 R / R @ 1 6 " O . C . (N ) 2 x 6 C / J @ 1 6 " O . C . (N ) 2 x 6 C / J @ 1 6 " O . C . (N ) 2 x 6 C / J @ 1 6 " O . C . (N ) 2 x 6 C / J @ 1 6 " O . C . (N ) 2 x 6 R / R @ 1 6 " O . C . (N ) 2 x 6 C / J @ 1 6 " O . C . (N ) 2 x 6 C / J @ 1 6 " O . C . 08 D1 (N ) 4 x 6 H D R (N) 4x6 HDR 09 D1 19 D1 10 D1 S2 A S2 A ST6224 HORZ. DB L 2 X 6 D R A G (N) 2X8 RIDGE BOARD T.O. FLOOR T.O. PLATE 9' - 0 " T.O. F. GRADE 8" 14 ' - 5 " T.O. ROOF 124 SECTION A SCALE: 1/4" = 1'-0" 9' - 0 " T.O. FLOOR T.O. PLATE T.O. F. GRADE 8" (N) R-15 (N) 2X4 STUD WALL @16" 0.C. (TYP.) (N) 1/2" DRYWALL (N) 2 LAYER OF GRADE D PAPER 7/8" STUCCO (N) 2x6 C/J @16"O.C.(N) R-38 (N) 2X6 RR @ 16" O.C.(N) 2X6 RR @ 16" O.C. (N) 2x6 C/J @16"O.C. (N) R-5 (N) 2X4 STUD WALL @16" 0.C. (TYP.) *RADIANT BARRIER REQUIRED SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 ADU FOUNDATION/ FRAMING PLAN 12 17 S2 SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 GREEN NOTES 03 17 GR1 OWNER OWNER SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 GREEN NOTES 04 17 GR2 OWNER OWNER OWNER SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 TITLE 24 ADU 14 17 T24 SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 TITLE 24 ADU 15 17 T24 SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 TITLE 24 ADDITION 16 17 T24 SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 TITLE 24 ADDITION 17 17 T24 HA NGUYEN WIN NGUYEN DESIGN GROUP 13172 SANDRA PLACE GARDEN GROVE, CA 92843 3/12/25 714-326-3124 HA NGUYEN (N) WH COND. 26 ' - 0 " 12 ' - 9 " 12 ' - 0 " 14'-0"10'-6"3'-0" (N) 3'0"X4'0" SLD WD (N) 3'0"X4'0" SLD WD(N) 3'0"X1'0" SLD OBS TEMP WD (N ) 5 ' 0 " X 4 ' 0 " S L D W D (N ) 5 ' 0 " X 4 ' 0 " S L D W D (N) 5'0"X4'0" SLD WD(N) 6'0"X4'0" SLD WD (N ) 4 ' 0 " X 4 ' 0 " S L D W D (N ) 3 ' 0 " X 3 ' 0 " S L D W D ADU ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 10'-6" 16 ' - 9 " 8' - 5 " 5'-0"9'-0"5'-0"10'-6" (N) KITCHEN (N) 9'-0" CL. HT. (N) BEDROOM #1 (N) 9'-0" CL. HT. (N) LIVING ROOM (N) 9'-0" CL. HT. (N) BATH (N) 9'-0" CL. HT. (N) CL (N) BEDROOM #2 (N) 9'-0" CL. HT. 40'-0" 35'-0" 17 ' - 7 " (N) CL (N) CL (N) BATH (N) 9'-0" CL. HT. (N) W/D (N) 2'0"X2'0" SLD OBS TEMP WD 8'-6" 2'-6" (N) OPEN PORCH (N) 9'-0" CL. HT. 22X30 ATTIC HB (N)FAU 17 D1 16 D1 WHOLE HOUSE FAN 50 CFM ALL SERVICES SUPPYING DWELLING UNITS SHALL BE PROVIDED A SURGE PROTECTION DEVICE. THE SPD SHALL BE AN INTEGRAL PART OF THE SERVICE EQUIPMENT OR SHALL BE LOCATED IMMEDIATELY ADJACENT THERETO. (CEC 230.667) PAD SUPPORTING CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE. HOOD OVER ELECTRIC RANGE SHALL BE 160CFM OR 65% CE FOR ELECTRICAL RANGE OR 280CFM OR 85% CE FOR NATURAL GAS RANGE PROVIDED UFER OR OTHER APPROVED GROUND PER CEC 250. NOTE: THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225. PROVIDE BLOCKING FOR FUTURE ADA GRAB BAR ESS READY SEE DIAGRAM AFCI TYPE 1 CLOTHES DRYER EXHAUST DUCT (MIN. 4 INCH DIA. AND 0.16" THICK RIGID METAL TO OUTSIDE OF THE BUILDING AND EQUIPPED WITH A BACK-DRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14 FT. WITH 2 ELBOWS. (N) SD+CO 3 200 AMP ADU SUB PANEL S SS SS S SS VS SSVS GFCI GFCI S S (N) LED PHOTO CONTROL & MOTION SENSOR S S AFCI AFCIAFCIAFCIAFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI GFCI AFCI GFCI AFCI GFCI AFCI GFCI AFCI GFCI AFCI GFCI AFCI AFCI AFCI D D D D D D S3 GFCI WP GFCI WP GFCI WP GFCI WP S (N) LED PHOTO CONTROL & MOTION SENSOR (N) LED PHOTO CONTROL & MOTION SENSOR (N) LED PHOTO CONTROL & MOTION SENSOR (N) SD (N) SD S GFCI ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S). [CEC 210.12] NOTE THIS REQUIREMENT IS FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS. NOTES: 1.THE WHOLE-BUILDING VENTILATION EXHAUST FAN WILL OPERATE CONTINUOUSLY AND IS REQUIRED TO BE RATED FOR SOUND AT A MAXIMUM OF 1 SONE. THIS EXHAUST FAN CAN BE CONTROLLED BY A STANDARD ON/OFF SWITCH BUT THE SWITCH MUST BE LABELED CLEARLY DISPLAYING THE FOLLOWING TEXT, OR EQUIVALENT. "THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOUSE. LEAVE SWITCH IN THE "ON" POSITION AT ALL TIMES UNLESS THE OUTDOORAIR QUALITY IS VERY POOR." [150.0(o)J] WHOLE HOUSE FAN INFO: MANUF. = PANASONIC MODEL # = RG-R811LA 1 SONE RATING WHOLE HOUSE FAN NOTES: LEGEND 110 v DUPLEX ELEC. OUTLET WATER PROOF HOSE BIBB W/ ANTI-SIPHONE WALL MOUNTED LIGHT CEILING MOUNTED LIGHT 6" LED RECESS LIGHT CEILING FAN SINGLE POLE SWITCH SMOKE DETECTOR BATTERY (INTER-CONNECTED) S HB GROUND FAULT INTERUPTED CIRCUIT AFCI ARC FAULT CIRCUIT INTERRUPTER GFI EXHAUST FAN (100 CFM) W/ HUMIDITY CONTROL DIMMER SWITCH VACANCY SENSORS S S D vs 110 VOLT WEATHER PROOF OUTLET, GFIGFI/ WP SD 3-WAY SWITCHS3 CARBON MONOXIDE DETECTORS (CRC R315) SECTIONS R315.1 & R315.2 CO 1. ALL EXISTING APPROVED SMOKE ALARMS & CARBON MONOXIDE ALARM IN EACH UNITS. IF NOT PLEASE PROVIDE & SHALL COMPLY WITH THE STATE ENERGY STANDARDS & CITY MUNICIPAL CODE STANDARDS. (FIELD VERIFY AT LOCATION) 2.PROVIDE APPROVED SMOKE ALARMS, SMOKE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. 3.SMOKE DETECTORS SHALL BE "HARD WIRED" AND SHALL BE EQUIPPED WITH BATTERY BACK-UP @ ALL NEW BEDROOMS. 4.ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLE PER CEC 406.12 5.BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP CIRCUIT PER CEC 210.52(D) NOTES: 1. PROVIDE A MINIMUM OF 2-20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-52(B)(2). 2. PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-23(a) 3.ALL INSTALLED LUMINAIRES MUST BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0A. 4.EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. 5.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 1.KITCHEN RANGE HOOD (NEW CONSTRUCTION CA ENERGY CODE 150.0(o)2.B.) SHALL BE FIELD VERIFIED IN ACCORDANCE WITH THE PROCEDURES IN REFERENCE RESIDENTIAL APPENDIX RA3.7.4.3 TO CONFIRM TO THE MODEL IS RATED BY HVI TO COMPLY WITH THE FOLLOWING REQUIREMENTS: A.THE MINIMUM VENTILATION RATE AS SPECIFIED IN SECTION 5 OF ASHRAE 62.2. B.THE MAXIMUM SOUND RATING AS SPECIFIED IN SECTION 7,2 OF ASHRAE 62.2. 2.DUCTS USED FOR DOMESTIC KITCHEN RANGE OR COOKTOP VENTILATION SHALL BE OF METAL AND SHALL HAVE SMOOTH INTERIOR SURFACES. (504.3) EXCEPTION: DUCTS FOR DOMESTIC KITCHEN DOWNDRAFT GRILL-RANGE VENTILATION INSTALLED UNDER A CONCRETE SLAB FLOOR SHALL BE PERMITTED TO BE OF APPROVED SCHEDULE 40 PVC PROVIDED IN COMPLIANCE WITH CMC 504.3. 3.CONDENSATE WASTE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSAL AREA. CONDENSATE OR WASTEWATER SHALL NO DRAIN OVER A PUBLIC WAY. (310.1) *MECHANICAL UNIT FILTERS MUST BE MERV-13 OR BETTER. (150.0(m)12C) NOTES: MECH. NOTES: ADDITIONAL ELECTRICAL NOTES: NEW CONSTRUCTION (150.0(N). WATER HEATING SYSTEMS USING GAS OR PROPANE TO SERVE INDIVIDUAL DWELLING UNITS SHALL DESIGNATE A SPACE AT LEAST 2.5 FEET BY 2.5 FEET WIDE AND 7 FEET TALL SUITABLE FOR THE FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH) BY MEETING EITHER A OR B BELOW. A.A DEDICATED 125 VOLTS, 20-AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND B.BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD “SPARE” AND BE ELECTRICALLY ISOLATED; AND C.A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT ABOVE AND LABEL WITH THE WORDS “FUTURE 240V USE”; AND D.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. ENERGY STORAGE SYSTEM (ESS) READY. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: A.ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR B.A DEDICATED RACEWAY FROM THE MAIN SERVICE PANEL TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE FOLLOWING BRANCH CIRCUITS: REFRIGERATOR, LIGHTING CIRCUIT NEAR PRIMARY EGRESS DOOR, SLEEPING ROOM RECEPTACLE AND ONE ADDITIONAL. THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. HEAT PUMP SPACE HEATER READY. SYSTEMS USING A GAS OR PROPANE FURNACE SHALL INCLUDE A DEDICATED 240-VOLT BRANCH CIRCUIT WITH 3 FEET OF THE FURNACE. THE BRANCH CIRCUIT SHALL BE RATED AT 30 AMPS MINIMUM. THE MAIN ELECTRICAL SERVICE SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE”. (CALIFORNIA ENERGY CODE 150.0(T)) ELECTRIC COOKTOP READY. SYSTEMS USING A GAS OR PROPANE COOKTOP SHALL INCLUDE A DEDICATED 240-VOLT BRANCH CIRCUIT WITH 3 FEET OF THE COOKTOP. THE BRANCH CIRCUIT SHALL BE RATED AT 50 AMPS MINIMUM. THE MAIN ELECTRICAL SERVICE SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE”. (CALIFORNIA ENERGY CODE 150.0(U)) ELECTRICAL CLOTHES DRYER READY. SYSTEMS USING A GAS OR PROPANE DRYER SHALL INCLUDE A DEDICATED 240-VOLT BRANCH CIRCUIT WITH 3 FEET OF THE CLOTHES DRYER. THE BRANCH CIRCUIT SHALL BE RATED AT 30 AMPS MINIMUM. THE MAIN ELECTRICAL SERVICE SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE”. (CALIFORNIA ENERGY CODE 150.0(V)) AGING-IN-PLACE/FALL PREVENTION NOTES: A.REINFORCEMENT FOR GRAB BARS. [R327.1.1] AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE 2ND OR 3RD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION. 1.REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2.REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH NOMINAL LUMBER (1-1/2” X 7-1/4” ACTUAL DIMENSION) OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32” AND 39-1/4” ABOVE THE FINISHED FLOOR, FLUSH WITH THE WALL FRAMING. 3.WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4.SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5.BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6” ABOVE THE BATHTUB RIM. 6.WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. A.DOCUMENTATION FOR GRAB BAR REINFORCEMENT. [R327.1.1.1] INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION & MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CH. 4, DIVISION 4.4. B.DOORBELL BUTTONS. [R327.1.4] DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48” MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. C.INTERIOR DOORS. [R327.1.3] EFFECTIVE JULY 1ST, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32 INCHES MEASURED WITH THE DOOR OPEN AT A 90-DEGREE ANGLE. (CRC R327.1.3) (E) BEDROOM #1 (E) KITCHEN (E) LIVING ROOM (E) BEDROOM #2 (E) BEDROOM #3 BATHROOM TO BE LEGALIZED (E) BATH (E) GARAGE (E) ENCLOSED PATIO TO BE LEGALIZED (NEVER GOT FINALED) (E) WASHER (E) DRYER (E) CL 31 ' - 8 " 9'-1" 10 ' - 8 " 25'-4" 8' - 1 1 " 10'-3" 50 ' - 2 " SD SD SD SD+CO SD+CO S S S VS VS GFCI (N) 4'0"X4'0" SLD WD (N) 2'0"X2'0" SLD TEMP. WD INSECT SCREENINSECT SCREEN IN S E C T S C R E E N IN S E C T S C R E E N 6'-0"X 6'-8" FRENCH DOOR MAIN HOUSE ELEC. PLAN SCALE: 1/4" = 1'-0" SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 12-09-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E ( M A I N H O U S E ) 27 1 4 S T R A W B E R R Y L A N E U N I T # 2 ( A D U ) , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LN(MAIN HOUSE) 2714 STRAWBERRY LN UNIT #2(ADU) SANTA ANA, CA 92706 HO M E A D D I T I O N , L E G A L I Z E PA T I O E N C L O S U R E & DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESS IONAL ENGINEER HUE C . LUI C-66754 9/26 ELECTRICAL PLAN & NOTES 10 17 A3 (N) ADU (UNIT 2) (E)MAIN HOUSE PROPERTY LINE 135.90' PR O P E R T Y L I N E 6 0 ' - 0 " ST R A W B E R R Y L A N E (E ) E L E C . PO L E a/c (N) OPEN PORCH (N) SYNTHETIC TURF NORTHNORTH REVISIONS BY p L E R TS AT i STER il E h D G E PI T OF DATE 05-31-2025 RENEWAL DATE CF AO IL NIA R 13 EPCDNS a.S M A y A SIGNATURE 0 A HC I R CE 4 T 03-24-2025 R.S. R.S. CHECKED 03-24-2025 DATE DRAWN 24076 JOB NO. OF 3 SHEETS EX I S T I N G R E S I D E N C E W/ N E W A D U 27 1 4 S T R A W B E R R Y L A N E SA N T A A N A , C A SHEET INDEX IRRIGATION PLAN & DETAILS PLANTING PLAN TITLE SHEETL-1 VICINITY MAP N.T.S L-2 L-3 Month Adjust Irrigation Schedule Inspect Tree Staking Flush Drip Valves Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec √ RECOMMENDED MINIMUM LANDSCAPE MAINTENANCE SCHEDULE WEEKLY TASKS MINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE ·Check all irrigation equipment and adjust/ align as required. ·Repair irrigation equipment with originally specified materials as needed. ·Inspect all landscape areas for pests/ pathogens. ·Weed all shrub/ groundcover areas as needed. ·Remove landscape debris. ·Aerating and dethatching turf areas. ·Repair planting well and/ or grade around plants to eliminate runoff. ·Perform corrective pruning to eliminate hazards and damage to plant after 2nd Year of Growth. √√√√√√√√√√√ √√√√√√√√√√√√ √√√√ Add Mulch (Maintain 3" Layer)√√√√ LANDSCAPE ARCHITECTURAL PLANS EXISTING RESIDENCE W/ ADU 2714 STRAWBERRY LANE, SANTA ANA, CA 92706 CERTIFICATION OF LANDSCAPE DESIGN I hereby certify that: (1)I am a professional appropriately licensed in the State of California to provide professional landscape design services. The landscape design at (2)(provide street address or parcel number(s)) were prepared by me or under my supervision. (3)The landscape design and water use calculations for the identified property comply with the requirements of the City of Santa Ana Water Efficient Landscape Ordinance (Municipal Code Chapter 13.18) and the City of Santa Ana Water Efficient Landscape Guidelines. (4)The information I have provided in this Certificate of Landscape Design is true and correct and is hereby submitted in compliance with the City of Santa Ana Water Efficient Landscape Guidelines. Print Name Date Signature License Number Address Telephone E-mail Address Landscape Design Professional's Stamp p L E R TS AT i STER il E h D GE PI T OF DATE 05-31-2025 RENEWAL DATE CFAO IL NIA R 13 EPCDNS a.S M A y A SIGNATURE 0 A HC I R CE 4 T 03-24-2025 LANDSCAPE AREA 1,305 s.f. SCOPE OF WORK: 1. NEW 997 SF DETACHED ADU WITH 2 BEDROOM AND 2 BATHROOM 2. NEW 42 SF ADU TRELLIS PORCH 3. PV SYSTEM TO BE UNDER SEPARATE PERMIT 4. LEGALIZE ENCLOSED PATIO 5. LEGALIZE MASTER BATHROOM 2714 STRAWBERRY LN. 0 4'8'16' SCALE: 1/8" = 1'-0" GROUNDCOVER PERENNIALS SHRUBS TREES (N) ADU (UNIT 2) (E)MAIN HOUSE PROPERTY LINE 135.90' PR O P E R T Y L I N E 6 0 ' - 0 " ST R A W B E R R Y L A N E (E ) E L E C . PO L E a/c (N) OPEN PORCH (N) SYNTHETIC TURF FRONT YARD LANDSCAPE COVERAGE SECTION VIEW N.T.S GROUNDCOVER PLANTING DETAIL3 SECTION VIEW N.T.S SHRUB PLANTING DETAIL 2 SECTION VIEW N.T.S TREE PLANTING DETAIL 1 REVISIONS BY p L E R TS AT i STER il E h D G E PI T OF DATE 05-31-2025 RENEWAL DATE CF AO IL NIA R 13 EPCDNS a.S M A y A SIGNATURE 0 A HC I R CE 4 T 03-24-2025 R.S. R.S. CHECKED 03-24-2025 DATE DRAWN 24076 JOB NO. OF 3 SHEETS EX I S T I N G R E S I D E N C E W/ N E W A D U 27 1 4 S T R A W B E R R Y L A N E SA N T A A N A , C A NOTE: “ I have complied with the criteria of the ordinance and applied them accordingly for the efficient use of water in the landscape design plan." ______________________________________________ Phil May, Landscape Architect Date 03-24-2025 NORTHNORTH 0 4'8'16' SCALE: 1/8" = 1'-0" N.T.S SYNTHETIC TURF X L M H IRRIGATION LEGEND SYMBOL MFG MODEL/ DESCRIPTION PATN.GPM PSI RAD DET 3/4" 1 "L (N) ADU (UNIT 2) (E)MAIN HOUSE PROPERTY LINE 135.90' PR O P E R T Y L I N E 6 0 ' - 0 " ST R A W B E R R Y L A N E (E ) E L E C . PO L E a/c (N) OPEN PORCH (N) SYNTHETIC TURF REVISIONS BY p L E R TS AT i STER il E h D G E PI T OF DATE 05-31-2025 RENEWAL DATE CFAO IL NIA R 13 EPCDNS a.S M A y A SIGNATURE 0 A HC I R CE 4 T 03-24-2025 R.S. R.S. CHECKED 03-24-2025 DATE DRAWN 24076 JOB NO. OF 3 SHEETS EX I S T I N G R E S I D E N C E W/ N E W A D U 27 1 4 S T R A W B E R R Y L A N E SA N T A A N A , C A 1.Check valves or anti-drain valves are required on all sprinkler heads where low point drainage could occur. 2.A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent management purposes. 3.An irrigation audit report shall be completed at the time of final inspection. 4.At the time of final inspection, the permit applicant must provide the owner property with a certificate of completion of installation, irrigation schedule of landscape and irrigation maintenance." 5."Unless contradicted by a soils test, compost at a rate of a minimum of four cubic yards per 1,000 square feet or permeable area shall be incorporated to a depth of six inches into the soil." NOTES Irrigation Schedule (Establishment Period) Water Pressure at meter or at pressure reducer Irrigation Controller Brand Valve No. Hydrozone type- high, med., low Irrigation type (drip, low flow, etc.) Mfr rated flow GPH Application time period (minutes/day) Total gallons =(GPH) x (1hr/60min) x (#minutes) Days per week Summer 1 79 PSI HUNTER Days per week Winter Irrigation Schedule (Established - Mature Planting) Water Pressure at meter or at pressure reducer Irrigation Controller Brand Valve No. Hydrozone type- high, med., low Irrigation type (drip, low flow, etc.) Mfr rated flow GPH Application time period (minutes/day) Total gallons =(GPH) x (1hr/60min) x (#minutes) Days per week Summer 79 PSI HUNTER Days per week Winter NOTE: “ I have complied with the criteria of the ordinance and applied them accordingly for the efficient use of water in the irrigation design plan." ______________________________________________ Phil May, Landscape Architect Date 03-24-2025 4 2 LOW DRIP .60 7 425.25 7 4 GENERAL SLEEVING NOTE SLEEVES ARE SHOWN DIAGRAMMATICALLY. SLEEVES TO BE INSTALLED WHERE SHOWN AS WELL AS AT ANY AREA WHERE LATERAL OR MAINLINE PIPE CROSSES HARDSCAPE. SLEEVES UNDER WALKWAYS ARE TO BE COORDINATED BETWEEN LANDSCAPE CONTRACTOR AND CONCRETE CONTRACTOR PRIOR TO INSTALLATION. GENERAL PIPE LOCATION NOTE MAINLINE AND LATERAL LINES ARE SHOWN DIAGRAMMATICALLY ON PLAN FOR CLARITY. INSTALL WITHIN ADJACENT PLANTER WITH THE MINIMUM QUANTITY OF FITTINGS AND CHANGE OF DIRECTION. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS WITH UTILITIES AND PAVING. NORTHNORTH 0 4'8'16' SCALE: 1/8" = 1'-0" 1 LOW DRIP .60 25 .25 N.T.S HUNTER IRRIGATION CONTROLLERF (PLUMBED TO POLY) N.T.S MANUAL LINE FLUSHING VALVE TLSOV C ON-SURFACE INSTALLATION N.T.S TECHLINE DRIP (END FEED LAYOUT)H N.T.S SLEEVESG TYPICAL DETAIL N.T.S PIPE & WIRE TRENCHINGT N.T.S BALL VALVEK N.T.S WEATHER SENSORF DRIP IRRIGATION SYSTEM N.T.S ANTI-SIPHON VALVEJ SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall December 10, 2024 Ha Nguyen Also sent via email to: win.nguyen.ent@gmail.com 13172 Sandra Place Garden Grove, CA 92843 Subject: Address Assignment for a new detached ADU at 2714 W. Strawberry Lane (APN: 101- 121-31) in Santa Ana, CA 92707 Dear Mr. Nguyen, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new detached ADU proposed at 2714 W. Strawberry Lane (APN: 101-121-31). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted 2714 W. Strawberry Lane To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at 714-667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Cristian Santana Assistant Planner I Exhibit A – Address Plan c: Address Letter for 2714 W. Strawberry Lane (APN: 101-121-31) Page 2 of 2 Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Ted Walstrom, Santa Ana Unified School District Jeremy Cogan, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing Division Manager Rudy Rosas, Deputy Public Works Director / City Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Services Principal Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Sergio Verino, Code Enforcement Principal SHEET INDEX PROJECT DIRECTORY PROPERTY DESCRIPTION VICINITY MAP N.T.S. SCOPE OF WORK PROJECT LOCATION OWNER:JORGE RAMIREZ ZONE:R-1 APN #:101-121-31 STORIES:1 SPRINKLERS: MAIN HOUSE - NO ADU - NO DESIGNER: HA NGUYEN 13172 SANDRA PL., GARDEN GROVE, CA 92843 TEL: (714) 326-3124 CIVIL ENGINEER: SCOPE OF WORK: 1. NEW 997 SF DETACHED ADU WITH 2 BEDROOM AND 2 BATHROOM 2. NEW 42 SF ADU TRELLIS PORCH 3. PV SYSTEM TO BE UNDER SEPARATE PERMIT 4. LEGALIZE ENCLOSED PATIO (263SF) 5. LEGALIZE MASTER BATHROOM (91SF) 6. LANDSCAPE AND IRRIGATION PLANS (E) MAIN HOUSE 1,277 SQ. FT. LEGALIZE BATHROOM 91 SQ. FT. __________________________________________________________ 1,368 SQ. FT. __________________________________________________________ (E) ENCLOSED PATIO(LEGALIZE)263 SQ. FT. (E) GARAGE 221 SQ. FT. __________________________________________________________ (N) ADU TRELLIS PORCH 42 SQ. FT. NEW DETACHED ADU 997 SQ. FT. LEGAL JURISDICTION: CITY OF SANTA ANA, CALIFORNIA APPLICABLE CODES: FOR ALL BELOW 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (GBC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) SANTA ANA MUNICIPAL CODE RESIDENTIAL DWELLINGS: CONSTRUCTION TYPE: V-B OCCUPANCY GROUP: R-3/U TOTAL LOT COVERAGE 2,849 SQ. FT. 1368+263+221+997 _________________________________________________________ LOT COVERAGE %:34.9 % LOT AREA: 8,154 SQ. FT. TS COVER SHEET, EXISTING SITE PLAN GN GENERAL NOTES GR1 GREEN NOTES GR2 GREEN NOTES L1 LANDSCAPE PLANS L2 PLANTING PLANS L3 IRRIGATION PLANS A1 MAIN HOUSE FLOOR PLAN & ELEVATIONS A2 ADU FLOOR PLAN & ELEVATIONS A3 ELECTRICAL PLAN S1 MAIN HOUSE STRUCTURAL PLAN S2 ADU FOUNDATION & FRAMING PLAN D1 DETAILS T24 TITLE 24 T24 TITLE 24 HUE C. LIU C -66754 10732 LA BATISTA AVE. FOUNTAIN VALLEY, CA 92708 TEL: (714) 679-6472 PROJECT SITE 2714 STRAWBERRY LANE .2 MILES FROM BUS ID:5940 TRASK AVE. CL I N T O N S T . HA R B O R B L V D . RO X E Y D R . N. F A I R V I E W S T . WESTMINSTER AVE. FAU STOVE DRYER TOTAL 100,000 65,000 35,000 200,000 EQUIPMENT BTU TABLE 1215.2 CPC 2022 DEVELOPMENT LENGTH =125' 1-1/4" LINE FROM METER MAX 355,000 BTU *GAS MATERIAL IS POLYETHYLENE PIPE FOR OUTSIDE UNDERGROUND *GAS MATERIAL INSIDE IS BLACK PIPE WATER DEMAND TABLE 610.3 & 610.4 CPC 2022 NAME WC LAV QTY.FIXTURE TOTAL FIXTURE 2 2 2.5 1 5 3 TOTAL 21 SHOWER 2 2 4 1 2.5 2.5HOSE BIBB KITCHEN SINK 1 1.5 1.5 CLOTHES WASHER 1 4 4 *WATER MATERIAL IS PVC PIPE FOR OUTSIDE UNDERGROUND *WATER MATERIAL INSIDE IS COPPER OR PEX DEVELOPMENT LENGTH - 150' 1-1/4" LINE FROM METER MAX 28 FU 1 1 1ADDN. HOSE BIBB 5% SLOPE 2% S L O P E 5% S L O P E (E) WATER METER (FIELD VERIFY) 5'-0" PR O P E R T Y L I N E 1 3 5 . 9 0 ' PROPERTY LINE 60'-0" 10'-4" STRAWBERRY LANE ℄ 15 ' - 3 " 5'-0" 8' - 0 " 15'-0" 35 ' - 5 " 5'-0" PR O P E R T Y L I N E 1 3 5 . 9 0 ' PROPERTY LINE 60'-0" 10'-4" STRAWBERRY LANE ℄ 35 ' - 5 " 58 ' - 2 " (E ) 6 ' - 0 " B L O C K W A L L (E) 6'-0" BLOCK WALL (E ) 6 ' - 0 " B L O C K W A L L (E)ELEC. POLE (E)ELEC. POLE SLOPE 4:12 SLOPE 4:12 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 2% SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 4: 1 2 SL O P E 2% SL O P E 4: 1 2 SL O P E 4: 1 2 (E) GAS METER (FIELD VERIFY) (E) GAS METER (FIELD VERIFY) (N) GAS METER UPGRADE TO DUAL 400 AMP METER (E) MAIN HOUSE PANEL (N) 1" ADU WATER METER (E)AS BUILT SITE/ROOF PLAN SCALE: 1/8" = 1'-0" (N)SITE/ROOF PLAN SCALE: 1/8" = 1'-0" 30 ' - 0 " 30 ' - 0 " COND. (N) ADU (UNIT 2) (N ) O P E N PO R C H (E)MAIN HOUSE(E)MAIN HOUSE NO EASEMENTS (E ) 6 ' - 0 " B L O C K W A L L (E) 6'-0" BLOCK WALL (E ) 6 ' - 0 " B L O C K W A L L 19'-5" 2,031 SF. REAR OPEN SPACE FRONT YARD = 2,163 SF 35% = 757 SF MAX HARDSCAPE PROVIDED 757 OF CONCRETE 517 SF DRIVEWAY (E) 24-INCH BOX UN D E R G R O U N D EL E C C O N D U I T SLOPE 2% SLOPE 2% SLOPE 2% (N) ENCLOSED PATIO (N) BATH (E) WATER METER (FIELD VERIFY) (E) 24-INCH BOX (E) PLANTER (E) PLANTER 240 SF WALKWAY 1,083 SF NEW LANDSCAPE ARTIFICIAL GRASS PLANTS PLANTS 200 AMP ADU SUB PANEL 5% S L O P E 2% SLOPE 2% SLOPE 5% SLOPE 2% S L O P E 5% S L O P E 5% SLOPE 2% S L O P E 5% SLOPE 2% SLOPE 2% S L O P E (N ) 1 - 1 / 4 " G A S L I N E (N ) 1 - 1 / 4 " W A T E R L I N E LOT SHALL BE GRADED TO DRAIN SURGACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10FT. (5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL WITHIN 10FT. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. (CRC R401.3) LEGEND EXISTING AREA NEW PROPOSED AREA OPEN SPACE AREA SCALE: DRAWN BY: DATE: PLAN CHECK DRAWING TITLE: DATEREVISIONS: HN 06-13-2024 AS NOTED 00-00-0000 SHEET NO. OF SHEETS DATE 00-00-2024-------- 00-00-0000 00-00-0000 00-00-0000 00-00-0000 CONSULTANT: 27 1 4 S T R A W B E R R Y L A N E , SA N T A A N A , C A 9 2 7 0 6 RESIDENTIAL PROJECT FOR: 2714 STRAWBERRY LANE, SANTA ANA, CA 92706 DE T A C H E D A D U P R O J E C T Exp. date: STATE OF CALIFORNIACIVIL REGISTERED PROFESSIONAL ENGINEER HUE C . LUI C-66754 9/24 SITE PLAN, GENERAL DATA 01 15 TS DETACHED ADU PROJECT 2714 STRAWBERRY LANE, SANTA ANA, CA 92706 Exhibit A Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org GRADING PERMIT REQUIREMENTS FOR DETACHED ADU PROJECTS PCC-15 REV: 09/03/2020 Page 1 of 1 A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Grading plans prepared and stamped by a registered professional engineer shall be submitted for approval prior to issuance of the building permit, and shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Exemption: Residential detached Accessory Dwelling Unit (ADU) projects that meet all of the following may be exempted from grading permit requirements: 1. The maximum amount of soil being moved is less than 50 cubic yards. The soil quantities shall be calculated by a California registered professional civil engineer 2. A site drainage plan prepared by a California registered professional civil engineer shall be provided with the following minimum information, but not limited to: a. Plan(s) shall be stamped, signed and dated by a California registered civil engineer b. Location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks c. Drainage slopes and flow patterns d. Drainage system such as swales, french drains, water collection and disposal system, etc. e. Drainage plan shall indicate how the site grading or drainage system will manage all surface water flows to be diverted away from buildings and adjoining property lines, in accordance with all applicable codes f. The grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains, or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet of the building foundation shall be sloped not less than 2 percent away from the building. 3. A final certification letter from the professional engineer of record stating that the grades were constructed per the approved site drainage plan, shall be submitted to the building inspector prior to final inspection 4. The “Detached ADU Grading Permit Exemption Checklist” shall be completed by the California registered professional civil engineer and shall be made a part of the building plans. 5. The site drainage plan and the completed checklist shall be required at the time of architectural plans submittal as part of the building plans package. The building official reserves the right to require a grading plan based on site conditions. This grading permit exemption does not apply to projects in the FEMA Flood Zone. Planning & Building Agency Building and Safety Division 20 Civic Center Plaza DE P.O. Box 1988 (M-19) GRADIN Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGIST G CITY OF SANTA ANA T 8At&WtW Building Agency PERMIT EXEMPTION HECKLEproved FOR PERMIT ISSUANCE AM A Master ID: PCC-16 Date: E ED CIVIL ENGINEER. Instructions: In order to qualify for the grading permit exemption for detached Accessory Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall complete all sections, check all boxes and sign the certification section below. A copy of this checklist shall be attached to each of TWO sets of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Address: 2714 Strawberry Ln. Yes No 1 ✓❑ ❑ I have verified that the project address is NOT located on a FEMA designated flood zone (Zone A or AE). I have provided two sets of site drainage plans that is stamped, signed and 2. ❑✓ ❑ dated by a California professional civil engineer, to be submitted with the building submittal package. 3 ❑✓ ❑ I have calculated the total amount of soil being cut or filled on this project is less than 50 cubic yards. The site drainage plans include the following, but not limited to, location of all 4 ❑ ❑ existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks; drainage slopes and flow patterns, drainage systems such as swales, french drains, water collection and disposal systems, etc. 5 ❑✓ ❑ I have designed drainage such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 6. ❑✓ ❑ I have designed grading such that it will not adversely affect the adjoining properties. I have designed the grade to fall not fewer than 6 inches within the first 10 feet from the foundation walls except where lot lines, walls, slopes or other physical 7. ❑ barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales to ensure drainage away from the buildings. Any impervious surfaces within 10 feet of the building foundation are sloped not less than 2 percent away from the building. 8• ✓❑ ❑ I will provide a final certification letter stating that the grades were constructed per the approved site drainage plan, and will submit this certification letter to the building inspector prior to final inspection. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Hue Lui Signature: � Licensed Number: C-66754 Date: 12-9-24 Phone Number: 714-679-6472 Email Address: hluu107329gmail.com REV: 11/10/2020 Page 1 of 1 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR No. 8088 p� CITY OF SANTA ANA .V anning and Building Agency Garden Grove Unified School District Certification of Compliance Payment of School Facility Fees Developer/Applicant (*'410 r4 Address Telephone Number Project Location V aii7'' OFFICE USE e R_a�► �re2 SZtp-3��- 0� Street Address Elem. School I nt. Scho U��A �Y1Gt City High School ZIP Thomas Map No. _1)L4 ______�__________________________________________________________��_r__________��_r+rr�_M.�M_a��_«N�1Y��.�+w�0.l•���_�!_.�___w�Mry r�r w�__�._ Number of Square Feet of Residential Space x Tote Number of Square Feet of Commercial and Industrial Space x Total The above representations as to square footage are true. Developer/Applicant agrees that if it is later determined that such representations are not true then this certificate shall automati(-;ally terminate and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposiLion of gees pursuant to Government Code Section 65995 and Education Code Section 17620 must do so within 90 days from the payment of the fee. �I�JI Date Developer/Applicant _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Receipt of Payment This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with Government Code Section 65995 and Education Code Section 17620. These fee have been received from 00\t4y1W4 tE 16 V) VVkAO i-(� UYIf %1k11l�YCC� �f"I�-Y -T"DUf QM� �ODollars $ �I Cash Check V1 S I I -A I�Ies ate 9703.69" (Rev. 6/14) Check No. �� V Bank r h9_6 It Superintendent Designee Garden Grove Unified School District (714) 663-6442 ma '.LaI _e,_Approved REPERMIT ISSUANCE aster ate:'. :Trit GOLDEN CITY FOUNPFn 1869