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042-010-112
oz -n INgL DD 042.010-112 „ b HOFMANN, JANICE Vd,&ANGELINA, CHICO NEW SINGLE FAMILY 042-010-112 04-1302 HOFMANN, MARK 4669 ANGELENA WAY, CHICO Cont: SUBURBAN PROPANE UNDERGROUND PROPANE TANK 042-010-112 04-1990 HOFMANN, MARK 4669 ANGELINA WY, CHICO Cont: OWNER AG EXEMPT -EQUIP STG 042-010-112 04-3130 HOFMANN,MARK 4669 ANGELINA WY, CHICO Cont: OWNER NEW POOL '�ad ,Psf>-tcb-A-? sgkrn� U /is -/o 3 r __ .qITF PI AN Assessor's Parcel Number. Q El Q —'.F6 El Fol — © Q © Scale: 1" = O O Owner Name ` 4-A-Ie� Address I Phone No. 1-16 A- �� CA 9T-21 7-7 a Site Location W 62 AQ &ICZP-?,-- Ll�l A,' Contact: Name illdzZle — cT•,i-Arle-e— Phone �1� ��7,�� S�1 Ley' Oatol wU2= FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PIAN: 4.0USES: --14 -ao . I fid I STRUCTURAL DESIGN COMPUTATIONS FOR THE. Standard Shotcrete & Reinforcement Detail Plan SWIMMING POOL PLAN Prepared by: NEIL O. ANDERSON & ASSOCIATES, INC. OQApFESS/0, P. BUTTE ANCOUNTY OF9 q� n co Z .IAN 01 1'°. U1 No.44s1s Z " 005 CC Exp. 3.06 * a DEVELOPMESr,ct,, Ptk J, SERVICE$ -qj CfVIL F�FCALIEO� Structural Design Computations for the Standard, compliance with 2001 CBC. j0E Its NEIL O. ANDERSON He AS OC.. INC. I ueOffice •22 Houston Lane Lodi, California 95240 (209)367-3701 Fax(209)333-8303 & Reinforcement Detail Plan are in PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson scale n/a Date: Jan 2, 2003 Page 1 of 22 s � t Soil Properties and Loading Data: a hi� Pa = 'A Ka y' h" I1/3 h /( F h K� y' Note: Two main simplifying assumptions were made in the following calculations for the "standard" pool plan. Both these assumptions assume worse case scenarios of 1) the pool is empty all of the time and 2) the pool walls are infinitely long, which allows for a straight forward 2 dimensional design. Depth = h (ft.) EFP (Equivalent Fluid Pressure) M, (moment induced on wall by soil) = Pa 1/3h V, (shear force induced on wall by soil) = Pa Soil Prooerties: Normal MOMENT FROM SOIL 120 pcf EFP= 35 33° 50 y' = 85 h(ft.) Ms Vs Ms Vs Ms Vs 1- sin rp' K.__ 1.0 s2;6; 18 25 "'14.;x; 43 2.0 -=47._1; . 70Ji'Is:67,Y 100 ;':,1.1.3 170 3.0 ;158; 158 225zr,"; 225 2?383- ': 383 3.5 •'250:;: 214 357K 306 607 521 4.0 373 :; 280533' 400 '-997d 680 4.5 :532:: 354 ;7.59 506 :1291; 861 5.0 _729?`r 438042:. ; 625 : _1:77, 1063 5.5 529 z T386=' 756 is *2357 1286 6.0 _4260-- 630< 1800'x; 900 30601:=, 1530 6.5 ;]6021= 739 ;2289=:; 1056 1'i3891 ` 1796 7.0 i200T, 858 ;_2858' 1225 't-4059 2083 7.5 :2461:: 984 3516 P* 1406 5977 2391 8.0 ::2987: r 1120 = 4267;5: 1600 : 7353 2720 8.5 ;3582€'• 1264 ;-,'51181;; 18060.7 3071 9.0 4253.1= 1418 4607j5 2025 ,4,0328: 3443 9.5;;5001:.-:. 1579 7145 ; 2256 ';12 -4 3836 10.0 .5833 =: 17508333; 2500 14562 N 4250 10.5 67531; 1929, ='9647^=; 2756 "316400.; 4686 11.0 7764 2118 11.092.;;. 3025 18856 5143 11.5 ;8872;;: 2314 „a26T4 3306 2546; 5621 12.0 1.0080 2520 14_4Q0'_1 3600 '24480:x' 6120 12.5 11393; 2734 *:1:6226; ° 3906 :27669:1; 6641 13.0 112816; 2958 118308,j 4225 -31,!ZV-- 7183 Note: Two main simplifying assumptions were made in the following calculations for the "standard" pool plan. Both these assumptions assume worse case scenarios of 1) the pool is empty all of the time and 2) the pool walls are infinitely long, which allows for a straight forward 2 dimensional design. Depth = h (ft.) EFP (Equivalent Fluid Pressure) M, (moment induced on wall by soil) = Pa 1/3h V, (shear force induced on wall by soil) = Pa Soil Prooerties: Normal y' = 120 pcf (�' = 33° Expansive y' = 125 pcf = 26° Rankine: Level a = 0° 1- sin rp' K.__ 1 + sin (p' Sloped a = 25° K. cos a - Vcos a 2 - cos (0 2 cos a+ cos a 2- cos 9 2 rpERt0 NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations v 1 ' > 22 Houston Lane Drawn By: Neil O. Anderson Scale n/a o Lodi, California 95240 Office (209)367-3701 Fax(209)333-8303 Date: 3/11/00 -Page .2 of 22 Various Moment Capacities / Stren!_Yth Method: f , (psi), minimum compressive strength of Sunite/shotcrete = 2000 fy (psi), yield strength of reinforcing steel = 40,000 (grade 40) d (in.), effective depth = Given, (thickness of gunite minus 3" min. cover) b (in.), unit width = 12 AS (in'-), cross sectional area of reinforcement = Given p(reinforcement ratio) = A, / bd , e 0.85�,.%1( 87,000 1 ax. value= 0.75Pb , Pb = ( — 0.0247 I IIII 87 000 ly )\ fyi — (3, = 0.85 when f , < 4000 psi Therefore max. p = 0.0186 R„ (psi), coefficient of resistance = p fy (1 - `/2 m), m = (f) / (0.85 f, Mn (ft -lbs), nominal flexural strength = R„ b d2 1/12 � (flexural strength capacity reduction factor) = 0.90 M (ft -lbs), allowable moment, under factored loads= (Mn (�) / (1.7), for soil V„ (lbs.), nominal shear strength = 2 sgrt(f ,) b d (shear strength capacity reduction factor) = 0.85 V (lbs.), allowable shear force, under factored loads = (V„ 4)) / (1.7), for soil SEE FOLLOWING TABLE �p E R J0 NEIL O. ANDERSON & ASSOC., INC. v 1. 22 Houston Lane Z A. Lodi, California 95240 0 "s S c c`° Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 3 of 22 Moment Capacities For Varying Reinforcement Amounts And Gunite Thicknesses fy = 40,000 f = 2,000 m = 23.53 d As p Ru Vn V Mn M 3 0.11 0.0031 118 3220 1610 1060 561 3 0.22 0.0061 227 3220 1610 2042 3 0.33 0.0092 327 3220 1610 2944 1559: 3 0.44 0.0122 419 3220 1610 3767 =1994 3.5 0.11 0.0026 102 3757 1878 1244 658,:; 3.5 0.22 0.0052. 197 3757 1878 2408 1275 3.5 0.33 0.0079 285 3757 1878 3494 3.5 0.44 0.0105 367 3757 1878 4501 4 0.11 0.0023 89 4293 2147 1427 4 0.22 0.0046 173 4293 2147 2775 4 0.33 0.0069 253 4293 2147 4044 2141:;':}(<,:; 4 0.44 0.0092 327 4293 2147 5234 ? = 2771;;,.' 4.5 0.11 0.0020 80 4830 2415 1610::.;853=:,..;:; 4.5 0.22 0.0041 155 4830 2415 3142 4.5 0.33 0.0061 227 4830 2415 4594 =;;:2432.'' 4.5 0.44 0.0081 295 4830 2415 5967 5 0.11 0.0018 72 5367 2683 1794 r 5 0.22 0.0037 140 5367 2683 3508 1857, 5 0.33 0.0055 206 5367 2683 5144 = >2723:„* 5 0.44 0.0073 268 5367 2683 6701 = ;3547.;, 5.5 0.11 0.0017 65 5903 • 2952 1977 5.5 0.22 0.0033 128 5903 2952 3875 2052 5.5 0.33 0.0050 188 5903 2952 5694 3015 5.5 0.44 0.0067 246 5903 2952 74344, x; 6 0.11 0.0015 60 6440 3220 2160 1144 6 0.22 0.0031 118 6440 3220 4242 6 0.33 0.0046 173 6440 3220 6244 -p3 6' . 6 0.44 0.0061 227 6440 3220 81674324„_: 6 0.55 0.0076 278 6440 3220 10011 7 0.11 0.0013 52 7513 3757 2527 7 0.22 0.0026 102 7513 3757 4975 N; 7 0.33 0.0039 150 7513 3757 7344f v 3888_' S 7 0.44 0.0052 197 7513 3757 9634 7 0.55 0.0065 242 7513 .3757 11845.,�:62T1. 8 0.11 0.0011 45 8587 4293 2894 tU Z':"1532== 8 0.22 0.0023 89 8587 4293 5708q 3022 , 8 0.33 0.0034 132 8587 4293 8444 r x4470 4<' 8 0.44 0.0046 173 8587 4293 11101 mA5877F 8 0.55 0.0057 214 8587 4293 13678 9 0.11 0.0010 40 9660 4830 3260 1:726 9 0.22 0.0020 80 9660 4830 6442 'e"L;341 9 0.33 0.0031 118 9660 4830 9544. , z . 5053 � ti 9 0.44 0.0041 155 9660 4830 12567 �6653r b 9 0.55 0.0051 191 9660 4830 15511 w: 8212-3 s :. 10 0.11 0.0009 36' 10733 5367 3627 h19Qf 2Z ' 10 0.22 0.0018 72 10733 5367 7175 10 0.33 0.0028 106 10733 5367 10644 10 0.44 0.0037 140 10733 5367 14034 xa T430 i 10 0.55 0.0046 173 10733 5367 17345 jpE R NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations v 'L s 22 Houston Lane Drawn By: Neil O. Anderson Scale n/a o A. Lodi, California 95240 "s S o c%� Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 4 of 22 Resisting Moment of Pool Wall and Radius: rpE R,rp NEIL O. ANDERSON & ASSOC., INC. v 1 22 Houston Lane oA. Lodi, California 95240 qSS p Office (209)367-3701 Fax (209) 333-8303 I PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 5 of 22 Resisting NNIoment of Pool Wall and Radius (continued): Spread Sheet Program: R, radius = Given D, depth of beginning of radius = Given It (ft.), depth of section (location being analized) = Given t (in.), thickness of gunite at section = Given ap (radians), angle of front of section = if (h - D > 0) then = sin' [(h -D) / R] otherwise = 0 at, (radians), total angle of section = if (h - D > 0) then = Eap (previous) otherwise = 0 as, (radians), angle of section = if (h - D > 0) then = ap - at otherwise = 0 kc (ft.), horizontal distance of lead centroid of section = if (h.- D > 0) then = (R + t/2)cos(ap) otherwise = R + t/2 xms (ft.), moment arm of section = if (h - D > 0) then = (R + t/2)cos(at + 'h .as) - XC otherwise = 0 L (ft.), length of section = if (h - D > 0) then = 2n (R + t/2) as / 360 otherwise = h - h (previous) Wts (lbs.), weight of section = Lt (140), (assume unit wt. of gunite & rein. = 140 pcf) Wt,, (lbs.), total weight of previous sections = EWts (previous) M, (ft -lbs), resisting moment of section = xms Wts xmc (ft.), horizontal distance from previous section lead centroid to current section lead centroid = if (h - D > 0) then = Xc (previous) - Xc otherwise = 0 Mt (ft -lbs), total resisting moment of current section =. EMS (previous) + Ms + Wtst Xmc NEIL O. ANDERSON & ASSOC., INC. c 4 > 22 Houston Lane Z Lodi, California 95240 0 "i s o Office (209)367-3701 Fax •(209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 6 of 22 Reinforcement and Gunite Thickness Requirements 5.0' Depth L f? 6.0 :::1260:1 630 ' 1800.' 900 i3060i 1530 1 RESISTING MOMENT u; ERR!; J Pool Wall Radius (ft.) = 2 Dpth to Radius (ft.) = 3 h(ft.) t(in.) a� a, as x, x,,,, L Wt, Wt51 M, x, M, 0 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0' 2.0 6.00 0.00, 0.00. 0.00 2.25 0.00 1.00 70 105 0 0.00 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0.`'; 3.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 245 2 0.07 20. 4.0 7.00 0.52 0.25 0.27 1.98 0.14 0.62 51 285 7 0.19 82': 4.5 7.00 0.85 0.52 0.32 1.52 0.26 0.74 61 336 16 0.47 255... 5.0 7.00 1.57 0.85 0.72 0.00 0.81 1.66 135 396 110 1.52 965 5.5 7.00 ERR 1.57 ERR ERR ERR ERR ERR 531 ERR ERR ERR 6.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR. 6.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR " 1.5 7.0C ERR ERR ERR .ERR ERR ERR ERR ERR ERR ERR ERR ; 8.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR. 8.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ';ERR..: 9.0 1 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR'.. 9.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR',: 10.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 10.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR - ERR. 11.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR -.;:ER R ; 11.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR .:ERRi 12.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 12.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ;,ERR:;. 13.0 7.00 ERR ERR ERR ERR ERR ERR ERRJ ERR ERR ERR MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= ' 35 50 . 85 Resulting Moment = Ms - Mr M,VS M, VS MS V, pq h(ft.) EFP= 35 EFP= 50 EFP= 85 .4253i• 1418 %6075:: 2025 :10328: 3443 alt I qrt I I alt I grt I I alt I grt L f? 6.0 :::1260:1 630 ' 1800.' 900 i3060i 1530 1 6.0 u; ERR!; 6.5 ::1602';. 739 .?289: 1056 ;389,1;` 1796 1 6.5 ERR b: ERR; ; ERRS= 7.0 2001;;- 858=::2MO'.' 1225 'ri3859: 2083 7.0 ;ERR 7.5 2461x: 984 :35,16= 1406 5977;; 2391 7.5ERR 8.0:.2987>, 1120 .4267;> 1600 ZZ53; 2720 8.0 3ERR?' ERR' ERRc 8.5 3582: 1264 i5118;i 1806 .8700; 3071 8.5 nERR ^ERR >: 9.0 .4253i• 1418 %6075:: 2025 :10328: 3443 9.0 'f ERR.?:ERW ERRS 9.5 :5000. 1579 :7145`:: 2256 12146: 3836 9.5 :ERR:` :ERR;r aERR 10.0 5833:; 1750 ;8333= 2500 ,14167: 4250M13.0 T:ERR'>aERRr ERR t_ 10.5 6753:: 1929 !;9647!' 2756 :.16400: 4686ERR> ERR -ERR; 11.0 T764,' 2118 .11092 3025 ..18856 5143� ERR. •x:ERW; ;x.ERR�a 11.5 8872: 2314 :1267,4 3306 21546 5621= ERR;T : ERR-;Z,ERR 12.0 .10080: 2520 :14400e 3600 24480: 6120ERR;, ERR" : ; ERR'.; 12.5 1.1393. 2734 :16276 3906 '27669 6641•"E�2R;: ERR= ERRa 13.0 .128.16 2958 .183Q8, 4225 ,31124. 7183: ERR: ERR ERR^ ?0E RSO NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations 'L 22 Houston Lane Drawn By: Neil O..Anderson Scale n/a o Lodi, California 95240 Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 7 of 22 Reinforcement and Gunite Thickness Requirements 6.0' Depth 00, NEIL O. ANDERSON& ASSOC., INC. 22 Houston Lane Lodi, California 95240 Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson scale n/a Date: 3/11/00 Page 8 of 22 RESISTING MOMENT Pool Wall Radius (ft.) = 3 Depth to Radius (ft.) = 3 h(ft.) t(in.) a d, d, x, xms L Wt5 Wts, MS X.0 Mr 0 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0: 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 ' 3.0 1 6.00 0.00 0.00 10.00 3.25 0.00 1.00 70 1 175 0 0.00 0 ' 3.5 7.00 0.17 0.00 10.17 3.25 0.03 0.55 45 245 2 0.00 .3.. 4.0 7.00 0.34 0.17-10.17 3.10 0.08 0.57 46 290 4 0.14 '• 48: 4.5 7.00 0.52 0.34 10.18 2.85 0.14 1 0.60 49 336 7 0.25 .-:140- 140'5.0 5.0 7.00 0.73 0.52 10.21 2.45 0.21 0.68 55 386 12 0.40 .305_ 5.5 7.00 0.99 0.73 10.26 1.82 0.33 0.84 69 441 23 0.63 607_ 6.0 7.00 1.57 0.99 0.59 0.00 0.95 1.93 157 510 150 1.82 1684 6.5 7.00 ERR 1.57 ERR ERR ERR ERR ERR 667 ERR ERR ERR 7.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 7.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 8.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR' 8.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ' ERR 9.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ' ERR . 9.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR': 10.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR.' 10.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR..,. 11.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR .: 12.0 7.00 ERR ERR ERR ERR ERR I ERR ERR ERR ERR ERR .ERR,! 12.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR; 13.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR' ERR ;ERR_; MOMENT FROM SOIL RESULTING DESIGN M( EFP= 35 50 85 Resulting Moment = M; h(ft.) Ms VS MS Vr, MS VS h(ft.) EFP= 351:2111�4`67-,* EFP= 50 alt alt 1.0 s61: 18 8i=i? 25 =:14 i 43 1.0 5 ;;6..::;T_: 0;?.E; ;Brr=#: 0 2.0 - 47�w: 70 67.x. 100 'A',!3i 170 2.0 47 ;;3. 00 3.0 '4581 158 1225:u 225 ":383.x. 383 3.0 158': 0225'.:= 0 3.5 : 250:i 214 =357. 306521 3.5 7 :245_`; 0_>355`y 0 4.0 ::373;: 280;1533 =: 400 v!907a' 680 4.0326'1.1+ 0 6 0 4.5 532'k 354 759 ` 506 1291'*. 861 4.5 .:a392 0 6 = 620 0 5.0 1729 438 "1042_ 625 177. 1063 5.0 ,425x{ , 0 6 .h 737"': 0 5.5 971,;. 529 -1386; 756:2357'; 1286 5.5 363 -:; 0 6 a 779 a' 0 6.0 1260:: 630 ::.1800 900 -3060; 1530 6.0 nl`AN to 0 6 x;1;]6. 0 6.5 1602;: 739 12289': 1056 ;3891::: 1796 6.5 ,.'•'ERR>a: A ERRy 7.0 '2001.' 858 =2858': 1225 :4859; 2083 7.0 7.5 2467: 984 ;;3$16 1406 ;5977rj 2391 7.5 KERFUtr, 8.0 -2987- 1120 ::4267„ 1600 :72537: 2720 8.0 ;.ERR;.:?:ERR;;;: 8.5 3582- 1264 X5118:: 1806 ;8700. 3071 8.5 ;_:ERRS.`: _'sIERFi 9.0 :4253.` 1418 ;60750 2025 10328, 3443 9.0 %ERR<t 1 ERR, 9.5 ':5001:;: 1579 X7145 2256 :12146 3836 9.5 10.0 :5833; 1750 '8333'.' 2500 9.4.167 4250 10.0 `_i ERR'r = ERR,"' 10.5 174', ;:96475. 2756 '16400% 46861 10.5 :;;ERRS€ tE.QR; 11.0 '::7,764`: 2118 133092. 3025 18856 5143 11.0 :ERR''p 11.5' 8872.r 2314 '12674. 3306 21546. 5621 11.5 '°3ERR 12.0 10080 2520 :14400. 3600 2.. 80, 6120 12.0 T ERRc= ERR s 12.5 11393 2734 :1627.6 3906 27669 6641 12.5 :`.ERR' 13.0 12816' 2958 '18308 4225 31124 7183 13.0 ERR ERR 00, NEIL O. ANDERSON& ASSOC., INC. 22 Houston Lane Lodi, California 95240 Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson scale n/a Date: 3/11/00 Page 8 of 22 Reinforcement and Gunite Thickness Requirements 7.0' Depth 11 RESISTING MOMENT NEIL O.ANDERSON & ASSOC., INC. II PROJECT: Standard Pool Plan Calculations 22 Houston Lane Lodi, Califomia 95240 Office (209)367-3701 Fax (209) 333-8303 Drawn 8y: Neil O. Anderson scale n/a Date: 3111100 Page 9 of 22 Pool Wall Radius (ft.) =4 Depth to Radius (ft.) = 3 h(ft.) t(in.) a, a, a, x. x_ L I Wt, Wt„ M. x, M, 0 1.0 9.00 0.00 0.00 0.00 4.38 0.00 1.00 105 0 0 0.00 a0:' 2.0 6.00 0.00 0.00 0.00 4.25 0.00 1.00 70 105 0 0.00 0` 3.0 6.00 0.00 0.00 0.00 4.25 0.00 1.00 70 175 0 0.00 3.5 7.00 0.13 0.00 0.13 4.26 0.03 0.54 44 245 1 -0.01 n.1 4.0 7.00 0.25 0.13 0.13 4.16 0.06 0.55 45 289 3 0.10 31. 4.5 7.00 0.38 0.25 0.13 3.98 0.10 0.57 46 334 4 0.18 ..' 95;'.'. 5.0 7.00 0.52 0.38 0.14 3.72 0.14 0.60 49 380 7 0.26 .201;'+ 5.5 7.00 0.68 0.52 0.15 3.35 0.19 0.65 53 429 10 0.37 "3.69 6.0 7.00 0.85 0.68 0.17 2.84 0.27 0.74 61 482 16 0.51 6.5 7.00 1.07 0.85 0.22 2.08 0.40 0.93 76 542 30 0.76 '1074 ' 7.0 7.00 1.57 1.07 0.51 0.00 1.07 2.17 177 618 190 2.08 1 -'.2549.'; 7.5 7.00 ERR 1.57 ERR ERR ERR ERR ERR 796 ERP. ERR ::.ERR 8.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR,:,. 8.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR 'ERR ;'ERR: 9.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR =;::ERR`. 9.5 7.00 ERR EtERRERR RR ERR ERR ERR ERR ;:'ERR;; , 10.0 7.00 ERR ERR ERR ERR ERR ERR r ERR7:{ 10.5 7.00 ERR ERR ' ERR ERR ERR ERR -iERR;;:. 11.0 7.00 ERR JERRERR ERR ERR ERR ERR ERR ''ERR,: 11.5 7.00 ERR ERR ERR ERR'' ERR ERR2.0 7.00 ERR ERR ERR ERR ERR ERR :`ERR,.;12.5 7.00 ERR ERR ERR ERR ERR ERR13.0 7.00 ERR ERR I ERR I ERR ERR I ERR NEIL O.ANDERSON & ASSOC., INC. II PROJECT: Standard Pool Plan Calculations 22 Houston Lane Lodi, Califomia 95240 Office (209)367-3701 Fax (209) 333-8303 Drawn 8y: Neil O. Anderson scale n/a Date: 3111100 Page 9 of 22 Reinforcement and Gunite Thickness Requirements 8.0' Depth ?OE4S0 NEIL O. ANDERSON & ASSOC., INC. PROJECT: StandardPoolPlan Calculations v N Z 22 Houston Lane Drawn By: Neil O. Anderson Scale n/a o Lodi, California 95240 S o c`� Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 10 of 22 RESISTING MOMENT Pool Wall Radius (ft.) = 5 Depth to Radius (ft.) = 3 h(ft.) t(in.) I a d(, e(,xc xms L I Wt� Wt, t Ms xmc M, 0 1.0 9.00 0.00 0.00 0.00 5.38 0.00 1.00 105 0 0 0.00 0 ' 2.0 6.00 0.00 0.00 0.00 5.25 0.00 1.00 70 105 0 0.00 0 `.:. 3.0 7.00 0.00 0.00 10.00 5.29 0.00 1 1.00 82 175 0 0.00 -::. 0 3.5 7.00 0.10 0.00 10.10, 5.27 0.02 1 0.53 43 257 1 1 0.03 8 4.0 7.00 0.20 0.10 10.101 5.18 0.05 0.54 44 300 2 0.08 34'+:e. 4.5 7.00 0.30 0.20 0.10 5.05 0.08 0.55 45 344 3 0.14 " 84 5.0 7.00 0.41 0.30 0.11 4.85 0.11 0.57 46 388 5 1 0.20 166- 66;5.5 5.5 7.00 0.52 0.41 0.11 4.58 0.14 0.59 48 435 7 1 0.27 289 .• 6.0 7.00 0.64 0.52 0.12 4.23 0.18 0.63 52 483 9 0.35 - 467"' 6.5 7.00 0.78 0.64 0.13 3.78 0.24 0.70 57 535 13 0.45 .724": 7.0 7.00 0.931 0.78 0.15 3.18 0.31 0.80 66 592 20 0.60 '1101; 7.5 7.00 1.12 0.93 0.19 2.31 0.45 1.02 83 657 37 0.87 .1710 -ti 8.0 7.00 1.57 1.12 0.45 0.00 1.18 2.39 195 741 231 2.31 ..3648.` 8.5 7.00 ERR 1.57 ERR ERR ERR ERR ERR 935 ERR ERR ERRI 9.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ''ERR::; 9.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR is ERR.-',:. 10.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR •ERR:'P 10.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR:;' -11.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR '?: ERR;:: 11.5 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR .ERR",: 12.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR.;;. 12.5 7.00. ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 13.0 7.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR iERR`. ; MOMENT FROM SOIL RESULTING DESIGN MC EFP= 35 50 85 Resulting Moment = Ms h(ft.) MS VS MS VS I MS VS h(ft.) EFP= 35 EFP= 50 alt grt alt - 1.0 =3'6 _ 18 = 8:;: !. 25 ::;514?>` 43 1.0 46'-;-.'a. 0 6 ='r8;= ^ 0 2.0 47 70 b7=2 100 =:]:13' 170 2.0 ; 47,`i, 0 6 ?' 67 0 3.0 :zi58'», 158 ;:225;1 225 `L'383: ' 383 3.0 ;."`:158:. 1 6 u1225 1 3.5 ;250::. 214 ';'357:'>: 3061 521 3.5 1 6 4.0 373'; 280 8533,;_ 400 ._:,9071_ 680 1 4.0 340x; 1 6 4.5 532:; 354 =1159;`: 506 1291 867 4.5 ?'447.s 1 6 5.0 _:729: 438 ".1042;: 625 :.171,1'm 1063 5.0 -,563',F: 1 6 5.5 -.97:1''< 529 ;1386: 756 =2357.•`:- 1286 5.5 682;; 1 6 4�-,10982::' 1 6.0 A260 630 ;<7800' 900 .:3060 1530 6.0 : "793t: 1 6 =A333' t 6.5 :1602:° 739 "2289:; 1056 :3891? 1796 6.5 ' :878`?; 1 6 -iO%5e 1 7.0 .2001: 858 1'2858.:: 1225 ;4859.:; 2083 7.0 z 899: 1 6 7.5 2461. 984 ::3516. 1406 ;5977. 2391 7.5 X751 `: 1 6 8.0 29871: 1120 x4267., 1600 ;7253;} 2720 8.0 =3-662': 1 6 461£ -;6.18 Nll 1 8.5 3582: 1264 :'5.1'18; 1806 :.6700;: 3071 8.5 ERR".' 9.0 42535. 1418 160754 2025 :1.0328 3443 9.0 :; ERR•c 9.5 '500:1" 1579 `71455 2256 :12146: 38361 9.5 '.::ERR', =x ERR: 10.0 5833; 1750 :8333x: 2500 :14]67 42501 10.0 e. ERR_; ERR.: 10.5 6751: 1929 `.9647.. 2756 16400: 4686 10.5 `';ERR:; 11.0 7764: 2118 .11092 3025 18856 5143 11.0 -;ERR: ERR 11.5 .8872 2314 12674,; 3306 215.46' 5621 11.5 i.ERR;_ERR: 'W' 12.0 '1008012520 .14400 3600 24480 6120 12.0 'EBR' 12.5 11393 127M ..16276 3906 27.669 6641 1.2.5 :ERR;:. 13.0 12816, 2958 18308' 4225 3t 124: 7183 13.0 FERR : R ERR + ?OE4S0 NEIL O. ANDERSON & ASSOC., INC. PROJECT: StandardPoolPlan Calculations v N Z 22 Houston Lane Drawn By: Neil O. Anderson Scale n/a o Lodi, California 95240 S o c`� Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 10 of 22 Reinforcement and Gunite Thickness Requirements 9.10' Depth . 64l' NEIL O. ANDERSON & ASSOC., INC. 22 Houston Lane Lodi, California 95240 0s u Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 11 of 22 RESISTING MOMENT Pool Wall Radius (ft.) = 5 Depth to Radius (ft.) = 4 h(ft.) t(in.) a a, a5 x. xm,L Wt, Wt" MS X.0 M, 0 1.0 9.00 0.00 0.00 10.00 5.38 0.00 1.00 105 0 0 0.00 < .0. 2.0 7.00 0.00 0.00 10.00 5.29 0.00 1.00 82 105 0 0.00 ": ' 0 3.0 7.00 0.00 0.00 10.00 5.29 0.00 1.60 82 187 0 0.00 3.5 7.00 0.00 0.00 0.00 5.29 0.00 0.50 41 268 0 0.00 .0., 4.0 8.00 0.00 0.00 0.00 5.33 0.00 0.50 47 309 0 0.00 4.5 8.00 0.10 0.00 0.10 5.31 0.02 0.53 50 356 1 0.03 5.0 8.00 0.20 0.10 0.10 5.23 0.05 0.54 50 406 2 0.08 -146::; 5.5 8.00 0.30 0.20 0.10 5.09 0.08 0.55 51 456 4 0.14 "113 6.0 8.00 0.41 0.30 0.11 4.89 0.11 0.57 53 508 6 0.20 220 .. 6.5 8.00 0.52 0.41 10.11 4.62 0.14 0.60 56 561 8 0.27 7.0 9.00 0.64 0.52 10.12 4.30 0.19 0.64 68 616 13 0.32. .'.-:.588*-., 7.5 9.00 0.78 0.64 10.13 3.84 0.24 0.71 74 684 18 0.46 92.1 8.0 9.00 0.93 0.78 10.15 3.23 0.32 0.82 86 759 27 0.61 ;1414 8.5 9.00 1.12 0.93 10.19 2.34 0.45 1.03 109 1 844 49 0.88 2208.; 9.0 9.00 1.57 1.12 0.45 0.00 1.20 2.42 255 953 306 2.34 :4746". 9.5 9.00 ERR 1.57 ERR ERR ERR ERR ERR 1207 ERR ERR 10.0 9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ;:,ERR. 10.5 9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 11.0 9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :ERR 9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR =.:.ERR `' d2.O 9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR9.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR MOMENT FROM SOIL RESULTING DESIGN I EFP= 35 50 85 Resulting Moment = I h(ft.) M, VS MS V, MS VS h(ft.) EFP=l 35 EFP= 50 alt grt alt 1.06 18 '.--$+_-: 25 :,14'.;F 43 1.0 0 7 8. r `- 0 2.0 <;4Z 70 "r 67+": 100 ?113' 170 2.0?A7'i.. 0 7 -+67;tx?: 0 3.0 4.158•:': 158 u1225*,:`. 225 ':383;; 383 3.0 Y158 _ 1 7 3.5 i250j 214 =;357: 306 ?607. 521 3.5 _:250* 1 7 4.0 :373-: 280 S....5 400 1:;907: s 680 4.0 ag373-? 1 7 4.5 '532.1; 354 »759:_ 506 :.:1291; 861 4.5 u 52.1 _ 1 7 =::;x•7.49 � i 1 5.0 729; 4381042:;: 625 x1.771 1063 5.0 :v;-683 �: 1 7 996 u_ 2 5.5 = 971';' 529 ;1386;: 756 ' 2357: 1286 5.5 858 : 1 7 F 1274 2 6.0 1260. 630 ;!1800:,,: 900 ..3060:: 1530 6.0 };1040 ; 1 7 °;;':1580"'. , 2 6.5 ::1602;: 739 ::2289;: 1056 ;:3891"; 1796 6.5 10224-' 1 7 1,910;;x;?; 2 7.0 2001r 858 2858' 1225 :'4859': 2083 7.0 x;1413;, 1 7 a"22T1a 2 7.5 2461. 984 :735161: 1406 ;-59771 2391 7.5 X1540:: 1 8 = =2595*Y 2 8.0 2987 1120 ;.4267; 1600 ;;---z7253:el 2720 8.0 1573't`r 1 8 ;;;;3285.3." '_.: 2 8.5 3582. 1264 x.5118;1 1806 ;87001: 3071 8.5 r=1375 1 8 +2910.:•, 2 9.0 4253.•1418 :'6075;: 2025 1 0328' 3443 9.0 ': 494':. 1 8 x;=1 329' > 2 9.5 5001 1579 ;;7145; 2256 :12146' 3836 9.5 �3ERR'zj 10.0 5833': 1750 ;8333 2500 .1416T 4250 10.01TERFL*11 10.5 6753: 1929 '•96473. 2756 :16400. 4686 10.5 ::.ERR;'= 11.0 7764.' 2118 11092: 3025 18856 5143 11.0 ::ERR;:: 11.5 8872': 2314 :12674: 3306 2..1.546 5621 11.5 :?ERR;:: ;:'ERRS # 12.0 10080 2520 14,400. 3600 24480 6120 12.0 :.,=.ERR.. _'ERR 12.5 1.11397 2734 16276 3906 27669. 6641 12.5 :%ERRS; ERR :fib 13.0 .12816'. 2958 18308. 4225 31124 7183 13.0 ';ERR ERR= 64l' NEIL O. ANDERSON & ASSOC., INC. 22 Houston Lane Lodi, California 95240 0s u Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 11 of 22 OERS 0 NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations 22 Houston Lane Drawn By: Neil O. Anderson -Scale n/a 0 Lodi, California 95240 .f s 0 C', Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 -Page 12 of 22 Reinforcement and Gunite Thickness Requirements 10.0' Depth RESISTING MOMENT Pool Wall Radius (ft.) = 5 Depth to Radius (ft.) = 5 h(ft.) t(in.) d( 9. 6(, d(, xc x.., I L Wt, wtS, M, Xmc M, 0 1.0 9.00 0.00 0.90 10.001 538 0.00 1.00 105 0 0 0.00 0. 2.0 7.00 0.00 0.00 10.00 5.29 0.00 1.00 82 105 0 0.00 0 3.0 7.00 0.00. 0.00 10.00 5.29 0.00 1.00 82 187 0 0.00 3.5 7.00 0.00 0.00 10.00 5.29 0.00 0.50 41 268 0 0.00 = 0. . 4.0 8.00 0.001 0.00 10.00 5.33 0.00 0.50 47 309 0 0.00 0 4.5 8.00 0.00 0.00 10.00 5.33 0.00 0.50 47 356 0 0.00 5.0 8.00 0.00 0.00 10.00 5.33 0.00 0.50 47 403 0 0.00 5.5 8.00 0.10 0.00 10.10 5.31 0.02 0.53 50 449 1 0.03 4.. -13 6.0 8.00 0.20 0.10 10.10 5.23 0.05 0.54 50 499 2 0.08 6.5 9.00 0.30 0.20 10.10 5.13 0.08 0.56 58 549 4 0.10 `,;-A 14 7.0 9.00 0.41 0.30 0.11 4.93 0.11 0.57 60 608 6 0.20 24.3:'t 7.5 10.00 0.52 0.41 0.11 4.69 0.14 0.61 71 '668 10 0.24 8.0 11.00 0.64 0.52 0.12 4.37 0.19 0.65 84 739 16 0.32 8.5 11.00 0.78 0.64 0.13 3.90 0.24 0.72 92 823 22 0.47 :.1074_.,_. 9.0 0 11.00 0.93, 0.78 10.15 3.27 0.32 0.83 106 915 34 0.62 - 1678 9.5 11.00 1.12 0.93 10.19 2.38 0.46 1.05 135 1022 62 0.90 2656` 10.0 11.00 1.57 1.12 0.45 0.00 1.22 2.46 316 1156 386 2.38 10.5 11.00 ERR 1.57 ERR ERR ERR ERR ERR 1472 ERR ERR _ .ERR?, 11.0 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 1j:ERR,-.j 11.5 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERRERR.'.',,` 12.0 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR --,',ERW,! 12.5 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR 13.0 11.00 ERR ERR I ERR ERR ERR ERR ERR ERR ERR ERR ?ERR ro MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50- 85 Resulting Moment = Ms - Mr h(ft.) MS Vr, M, Vs I MS V, h(ft.) EFP= 35 EFP= 50 EFP= 85 alt grt alt grt alt grt 1.0 18 25 43 0 1.0 42z: 0 6 6 1 7 2.0 70 100 `,713_ 170 L 2.0 0 6 'RAQ67;,, 0 6 1 7 3.0 x.158+ ', 158 �1'225,�t 225 383 ` 3.0 .558,-;.; 1 6 e -k -z 1 6 .383M 3 �4 7 -1� 521 3.5 `259"' 214 `,1057.:,� 306 ,607. 5 3.5 �a2W)il 1 6 1 6 4.0 x373 i*-. 280 400 907,` 680 0 '37 1 6 3 4.0 �i� 1 6 354 4.5 -.!PV 506 861 5 4.5 3V�- 1 6 A 6 3 7 5.0 :_-7291-4�1 438 "AQ4Z 625 1 T7,14 1063 5 0 5.0 A,729 1 6 2 7 177.Vi�,� 3 7 5.5 529 �1W,, 756 '2357.L� 1286 5.5 5.5 :�4958AJ 1 6 A�OM�4-� 2 7 3 7 6.0 1260.. 630 800" goo 30607 1530 6.0 1 7 rt�-�174C:Z 2 7 3 8 6.5 .1 602; 739 :2289 ;; 1056 ',389T',1! 1796 6.5 1 7 %�12474-Z��-_� 2 8 6, 1 3 9 7.0 2001;';; 858 4!2858:: 1225 44W9:12083 7.0 11 58" 1 8 2 8 16��,� 4 7 J... -.46 1 10 7.5 246115 984 -.35.IrW,' 1406 2391 7.5 '.1 1 1 9 2 9 if5W-.`,A 4 205111t. 11 .0 :298T,:. 1120 . 1600 J253,.'k 2720 8.0 8 65W 4 8.0 `2.32V; 1 10 2 10 ii 11 8.5 3582- 1264 531& 1806 :8700i 3071 8 8.5 '2WS:� 1 10 4044 H; 2 11 t�,7�Qq 4 8_ 12 9.0 42,53L*, 1418 _:075..� 2025 10328. 3443 9.0 -2574_7!: 1 10 G 439V 2 11 4 9 0 13 9.5 5001-P` 1579 1.7,1,45. 2256 12146' 3836 9.5 1i7346,-.- 1 10 :M4489p- 2 11 4 14 10.0 5833'x'. 1750 '1&8333'; 2500 ;14167; 4250 10.0 ZT- 1 10 2 11 7"VP 4 14 10.5 -67.51� 1929p9647 2756 .16400 4686 10.5:':.ERR:,:` .,ERR�:'4. .ERR.r 11.0 77.64 ; 2118 -11092 3025 18856 5143 11.0 --,, ERR .":ERR 11.5 8872e 2314 -.1.2674 3306 21546 5621 11.5 ..'ERR:, 12.0 10080 2520 1.4400 3600 24480 6120 12.0 ERRV", 12.5 11393 2734,...16276 'L906iSERR' 12.5 `HERR. W_ :ERR* F 13-0 1281y6 2958 4225 1718311 qiL ER9 13.0 '.'.ERR R OERS 0 NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations 22 Houston Lane Drawn By: Neil O. Anderson -Scale n/a 0 Lodi, California 95240 .f s 0 C', Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 -Page 12 of 22 Reinforcement and Gunite Thickness Requirements 11.0' Depth 11.5 '887, .- 2314 1267,4 3306 21546. 5621 RESISTING MOMENT 120 10080 2520 14400, 3600 24480 6120 12.0 , :.1'1393 2734 16276 3906 27669 6641 125 Pool Wall Radius (ft.) = 5 Depth to Radius (ft.) = 6 h(ft.) t(in.) a a, a, xc xm, I L Wt, Wt,, MS xMC M, 3] 124' 7183 1.0 9.00 0.00 0.00 10.00 5.38 0.00 1.00 105 0 0 0.00 0 2.0 7.00 0.00 0.00 10.00 5.29 0.00 1.00 82 105 0 0.00 0 3.0 7.00 0.00 0.00 10.00 5.29 0.00 1.00 82 187 0 0.00 0 - 3.5 7.00 0.00 0.00 10.00 5.29 0.00 0.50 41 268 0 0.00 0-, 4.08.00 0.00 0.00 0.001 5.33 0.00 0.50 47 309 0 0.00 0, 4.5 8.00 0.00 0.00 0.001 5.33 0.00 0.50 47 356 0 0.00 0 5:0 8.00 0.00 0.00 0.001 5.33 0.00 0.50 47 403 0 0.00 5.5 8.00 0.00 0.00 0.00 5.33 0.00 0.50 47 449 0 0.00 .0 , 6.0 8.00 0.00 0.00 0.00 5.33 0.00 0.50 47 496 0 0.00 0 6.5 9.00 0.10 0.00 0.10 5.35 0.02 0.54 57 543 1 -0.01 7 .. 7.0 9.00 0.20 0.10 0.10 5.27 0.05 0.54 57 599 3 0.08 7.5 9.00 0.30 0.20 0.10 5.13 0.08 0.56 58 656 4 0.14 :140 - 8.0 9.00 0.41 0.30 0.11 4.93 0.11 0.57 60 714 6 0.20 :29.1 8.5 10.00 0.52 0.41 0.11 4.69 0.14 0.61 71 775 10 0.24 '483;: 9.0 11.00 0.64 0.52 0.12 4.37 0.19 0.65 84 846 16 0.32 9.5 11.00 0.78 0.64 0.13 3.90 0.24 0.72 92 930 22 0.47 10.0 11.00 0.931 0.78 0.151 3.27 0.32 0.83 106 1022 34 0.62 1902' 10.5 111.00 1.12 0.93 0.191 2.38 0.46 1.05 135 1128 62 0.90 2975.. 11.0 11.00 1.57 1.12 0.451 0.00 1.22 2.46 316 1263 386 2.38 6366 11.5 11.00 ERR 1.57 ERR ERR ERR ERR ERR 1579 ERR ERR 12.0 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR "ERR:': 12.5 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR :;ERR': I 13.0 11.00 ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR ERR MOMENT FROM SOIL RESULTING DESIGN MOMENT EFP= 35 50 85 Resulting Moment = Ms - Mr MS VS MS VS MS VS h(ft.) EFP= 35 EFP= 50 EFP= 55 alt grt alt grt alt grt q2.O 6,. 188 $x 25 v 74;= 43 1.0 _ ..';6.,, ;.: 0 6 =y>. `8tr ": 0 7 x14 se 1 7 47: 70 67> 100 ':113 f 170 2.0 x,_47;e 0 6 675n'=; 0 7 113_.:< 1 7 1581- 158 '225;= 225 363:; 383 3.0 ,158,x'_; 1 6 225 :: 1 7 383:ir' 3 7 3.5 .250 = 214 357. ; 306 607,* 521 3.5 x250 + 1 6 1:357.:.x;` 1 7 607`x; 3 7 4.0 373, 280 533 `, 400 x907=:: 680 4.0 e' j373:'i 1 6 `J33'.<�c 1 7 907 3 7 4.5 532 :: 354 759 ": 506 129,V 861 4.5 , ir�z53Vs-, : 1 6 X5::759 = 1 7 12911 3 7 5.0 729.: 438 x:104-2 625 ;'_177;1: 1063 5.0 ', �;r,729 zi 1 6 + 1092 3 7 177.1; :,: 4 7 5.5 971„_ 529 ;.1386:`. 756 '=2357: 1286 5.5 ; �, :97t,:.` : 1 6 ;,x1386 E6 3 7 2357_=_ 4 ' 7 6.01,:J260- 630 X1800; 900 3060 ; 1530 6.0 '. i 1250,2.R" 1 7 1800 w 3 7 3060::; 4 7 6.5 1602 739 2289:-. 1056 i389t 1796 ' 6.5 ,x1609;,4 1 7 ,;?2295 g 3 7 3897°° 4 B 7.0 -2001!s 858 2856; 1225 :48591; 2083 7.0 * ;1956 Vii: 1 7 N28.14 3 8 4810 �° 4 9 7.5 .2461". "984 23516;: 1406 '597'7. 2391 7.5 s� 2321 �: 1 8 �_3375�? 3 . 8 5836;x 4 10 8.0 2987;1 1120 ;;'42674: 1600 ;:7253; 2720 8.0 :',x'2696 a=`; 1 8 3976x=; 3 9 ::6963;' 4 11 8.5 •3582" 1264 '_5118-: 18061>87,00,- 3071 8.5 3099; 1 9X4635 3 10 ,"8217 4 12 9.0 42531; 1418 <6075i 2025 :10328. 3443 9.0 t3479^`: 1 10 3-':5302% 3 11 :;9554:, 4 14 9.5 5001:: 1579 :-7145;= 22561-12,14&, 3836 9.5 '- ;:3770 1 1 11 5913:n 3 12 .0091'5' 4 15 10.0 :5833.. 1750 ';8333; 2500114167- 4250 10.0 393t;;r 1 11 h643T 3 12 ;:12264;: 4 16 10.5 6753 1929 -9647' 2755 :16400 4686 10:5- 3776' - 1- 11- x6672 -3 _- 12 13424 4 17 11.0 ;7764: 2118 :11092 3025 18856 5143 11.0 31. 39KZ�:' 1 11 e,4725; = 3 12 32490': 4 17 11.5 '887, .- 2314 1267,4 3306 21546. 5621 11.5 120 10080 2520 14400, 3600 24480 6120 12.0 12.5 :.1'1393 2734 16276 3906 27669 6641 125 13.0 12816 2958 18308 4225 �ti5-i; bEn_ 3] 124' 7183 13.0 of. Itso, NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Paan Calculations v 1 a 22 Houston Lane Drawn By: Neil O. Anderson Scale _n/a' Z Lodi, California 95240 0 asSo��' Office(209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 13 of 22 V Floor Thickness and Reinforcement: H (ft.), depth of pool.= Given s, soil type and condition = Given Wt„ (lbs.), total weight of pool wall and radius (per ft. of width) = Given Mo (ft -lbs), resultant moment at end of radius = Given M, (ft -lbs), resultant moment 1.0' from end of radius = Mo - (Wt,, x 1.0) M2 (ft -lbs), resultant moment 2.0' from end of radius = Mo - (Wt„ x 2.0) M3 (ft -lbs), resultant .moment 3.0' from end of radius = MG - (Wts, x 3.0) M4 (ft -lbs), resultant moment 4.0' from end of radius = Mo - (Wt„ x 4.0) Standard floor reinforcement, #3 bars @ 12" o.c. 9F. RS 0 90 NEIL O. ANDERSON & ASSOC., INC. v 1 s 22 Houston Lane Z Lodi, California 95240 0 IS o Office (209)367-3701 Fax(209)333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 14 of 22 FLOOR MOMENTS H soil* Wtst MO M1 M2 M3 M4 gunite, in cont.rein, ft. 6, n 667 -424 0 0 0 0 - - 6 e 667 116 -551 -1218 -1885 -2552 - - 6 • es 667 1376 709 42 -625 -1292 6 2 7 n 796 -548 0 0 0 0 - - 7 e 796 310 -486 -1282 -2078 -2874 - - 7 es 796 2310 1514 718 -78 -874 7 3 8 n 935 -662 0 0 0 0 - - 8 e 935 618 -317 -1252 -2187 -3122 - - 8 es 935 3605 2670 1735 800 -135 7 3 9 n 1207 -494 0 0 0 0 - - 9 e 1207 1329 122 =1085 -2292 -3499 - - 9 es 1207 5581 4374 3167 1960. 753 7 4 10 n 1472 41 -1431 -2903 -4375 -5847 - - 10 e 1472 2541 1069 -403 -1875 -3347 7 2 10 es 1472 8374 6902 5430 3958 2486 8 4 . 11 n 1579 1398 -181 -1760 -3339 -4918 7 - 11 a 1579 4725 3146 1567 -12 -1591 7 3 es 1579 12490 10911 9332 7753 6174 9 5 P�:� * n = normal, e = expansive or normal w/slope, es = expansive w/slope 9F. RS 0 90 NEIL O. ANDERSON & ASSOC., INC. v 1 s 22 Houston Lane Z Lodi, California 95240 0 IS o Office (209)367-3701 Fax(209)333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 14 of 22 Spa Detail: H (ft.), maximum height of water -�I *T T (in.), thickness of spa wall H PW PH, (lbs.), resultant pressure from water = (y,, H'-) /2 (assume empty on other side) Mw (ft -lbs), induced moment from water = (y,,, H3) / 6 *assume spa wall has water on one side only H M„, 3.0 280 3.5 450 4.0 670 4.5 950 5.0 1300 Mr (ft -lbs), resisting moment from wt of wall = [H T'- (140#/ft2)] /2(144) H T M, T M< T M� 3.0 6 53 8 93 10 146 3.5 6 61 8 109 10 170 4.0 6 70 8 124 10 194 4.5 6 79 8 140' 10 219 5.0 6 88 8 155 10 1 243 Reinforcement consist of #3 - 12" o.c. e. w., therefore H T.;". (in.) 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 �9ERSO NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations c 1 Z 22 Houston Lane Drawn By: Neil O. Anderson Scale n/a o Lodi, California 95240 I s s o �`� Office (209)367-3701 Fax (209) 333-8303 1 11 Date: 3/11/00 Page 15 of 22 14 .K Freestanding Nall Detail: it 2 mandatory for H > 4.0' PW (lbs), pressure from water = y,, h2 / 2 T1 Pp (lbs), passive pressure of soil = EFPp h2 / 2 (EFPp = equiv. fluid pressure of passive resistance of soil, assume = 300 Ibs/ft2 for both normal and expansive soil) M,y (ft -lbs), induced moment from water = P,, '/3 h Mp (ft -lbs), resisting moment from passive soil pressure = Pp'/3 h h PW Mw Pp Mw 1.0 31 10 150 50 1.5 70 35 338 169 2.0 125 83 600 400 2.5 195 162 938 781 3.0 281 281 1350 1350 3.5 382 446 1838 2144 4.0 499 666 2400 3200 4.5 632 948 3038 4556 5.0 780 1300 3750 6249 5.5 944 1730 4538 8318 6.0 1123 2246 •5400 10799 6.5 1318 2856 6338 13730 7:0 1529 3567 7350 117148 7.5 1755 4387 8438 121092 NEIL O. ANDERSON & ASSOC., INC. 11 PROJECT: Standard Pool Plan Calculations 22 Houston Lane Lodi, California 95240 Office (209)367-3701 Fax (209) 333-8303 Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 16 of 22 Freestanding Nall Detail (cont.): Assume weight of wall is actin, in a vertical plane and contributes no moment to wall (see following page assumption). Moment in pool wall will be the resultant (M,) of the moment from the water (M,,.) minus the resistive moment from the passive pressure of the soil (MI,). Mt = MW - Mp H (ft.), height of freestanding wall H -> 1 2.0 1 3.0 1 4.0 5.0 6.0 7.0 Depth (ft) H=5.0ft. - H=6.OfL Mr H=7.019 1 10 1 10 10 10 10 10 2 . 83 1 83 83 83 83 83 3 231 281 281 281 281 281 3.5 296 440 446 446 446 446 4 266 616 666 666 666 666 4.5 168 798 942 948 948 948 5 4 900 1250 1300 1300 1300 5.5 0 950 1580 1724 1730 1730 6 0 896 1846 2196 2246 1 2246 6.5 3 712 2076 2706 2850 1 2856 7 4 367 2217 3167 3517 1 3567 7.5 4 0 2243 1 3607 4237 1 4381 g 13 2125 1 3975 4925 5275 Since moments resulting from water act outward, required gunite thickness applies to distance from reinforcing to outside of wall (T2). Thickness of gunite from reinforcement to inside of wall (T,) is a function of the depth of the pool and the active pressures of the various soil types. These values have previously been calculated. A slight reduction of the required thickness (T,) has been made due to the reduced height of the straight portion above the radius as a result of the freestanding portion not loaded by soil. Following chart produced based on resulting moments (M,) resisted by moment capacities previously calculated, page 4. FREESTANDING WALL (Both Normal and Exp. Soil) H=2.0ft H=3.Oft. H=4.Oft. H=5.0ft. - H=6.OfL H=7.019 ab T, TZ ab T, I TZ ab T, I TZ ab T, TZ ab T, I TZ ab T, T2 depth, ft 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0.5 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 1.0 0 3 4 0 3 4 0 3 4 13 4 0 3 4 0 3 4 1.5 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 2.0 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 2.5 3 4... 3 4 2 3 4 2 3 4 3.0 1 3 41 ..�... ...3.... 3 ...4... 4 ...�.._. 1 ..3... 3 ..4.. 4 ..�.. 2 3 4 2 3 4 2 3 4 3.5 1 3 4 1 3 4 I 3 5 2 3 5 2 3 5 2 3 5 4.0 1 3 4 1 3 4 1 3 5. 2 3. 5 2 3 5 2 3 5 4.5 1 4 4 1 3 4 1 3 5 3 5 2 3 5 2 3 6 5.0 1 4 4 1 3 4 1 3 5 2 3 5 2 3 5 2 3 7 5.5 �.__ 3 5 2 3 . ........ 2 ...� ... 3 ..__.. 8 ....... 6.0 ...._....._..._ 1 ..4... 4 ..t... 4 _.�... 1 ...4... 4 ...4.... 4 ...�..._ 1 ..3... 3 ..5... 6 ..... '- ...... 3 ...... 5 ...... 2 ...... 3 6 3 9 6.5 1 4 41 4 4 1 4 6 2 3 6 2 3 7 2 3 10 7.0 I 4 4 I 4 4 I 4* 6 2 3 7 2 3 8 2 3 12 7.5 I 4 4 1 4 4 I 4 6 2 3 8 2 3 9 2 3 12 ......8.0 •- ...... 0 ..... 3 ...... 3 ...... 0 ........ 3 ...4... 3 .......; 0 ...... 3 .. 3 ...... 0 ...... 3 .. 4 ...... 0 3 4 0 3 4 Ooor NEIL O. ANDERSON & ASSOC., INC. 11 PROJECT: Standard Pool Plan Calculations 22 Houston Lane Lodi, California 95240 Office (209)367-3701 Fax(209)333-8303 Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 17 of '22 Freestanding Wall Detail (cont.): Analyze soil bearing for maximum freestanding section: PW B = 5.6' P,, (lbs), pressure from water = yW hZ / 2 = 1997 Weight of individual segments: Wt, = 3 x 5 x 62.4 = 936 lbs Wt2 = (7E DZ/4) '/4x 62.4 = 1225 lbs Wt3 =9.5(0. " 6) 150# = 855 lbs Wt4 = 5.4 x 50# = 805 lbs Wts = 5 x 1 x 150# = 750 lbs E V (lbs), sum of vertical forces = 4571 Sum of moments about point A: MA = (936 x 3.1) + (1225 x 2.4) + (855 x 0.3) + (805 x 2.2) + (750 x 3.1) - (1997 x 3.6) = 3006 Mne1= 3006 ft -lbs e=M1e,/EV=0.66 Z V / B [1 +/-,(6e)/B], qm;n = 239 lbs/ft', qm. = 13931bs/ft2 Since qma,, exceeds allowable qa =1 000 # as per UBC, see footnote 13 of plan. ?pERSO NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool -Plan Calculations v 9 a 22 Houston LaneDrawn By: Neil O. Anderson Scale n/a . e A. Lodi, California 95240 , "S S u c`' Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 18 of 22 Freestanding Wall Detail (cont.): The assumption was made that the weight of wall is acting in a vertical plane and contributes no moment to the freestanding wall. True freestanding walls arc usually constructed vertically and this is a valid assumption. However, in cases when the freestanding detail is utilized to compensate for loose surface till or when a shorter portion of the wall is constructed out of the .. ;ivii .lig .gall k, ,,��uuu, u i:iaiii., �i, .,,� vu�,,.u� w, )ii.,....:;..;. �v..o..,u�..;.j, fIl ...............• ...: '.l'el`.....'•. ...: ":' •'.):: :. contribute an additional moment to the wall throueh the wall radius. The worst case is for the radius to start at the ground surface. This condition for all heights of the freestanding wall was analyzed to detennine its affect on the proposed design. Due to the curvature ofdhe wall a portion of the vertical component of the wall weight is -supported by vertical soil bearing and a portion is supported by lateral soil pressure. A complex fee body diagram taking into consideration the varying volumes and ,•eights of water, ;unite, and soil as well as variable bearing of the soil and floor slab moment is required to determine the exact induced moment at any point on a curved surface supported by soil. The degree of the problem does not justify succi a detailed analysis. A simplifying and conservative assumption is made that the additional induced moment due to the weight of the wall within the radius is equal to the horizontal component. (to the radius tangent line) of the resultant moment derived from the resultant vertical vector times the eccentricity (sec diagram below). By trial and error the angle (from horizontal) which produces the highest induced moment in the radius was determined to be 62 degrees. M,, (ft -lbs) resultant moment = e, Wt, + e2 Wt, ,,. t Wt, a.= 62° Hor. Ccomponcnt i Mi _ Wt, = (h) (t) (145 lbs/ft3) Wt, = a (radians) r (t) (145 lbs/ft') e,=r -rcosa e2 = r cos a/2 - e, Horizontal component of moment: Mhor = MN„ cos a pool depth 00 radius (fi) free standing 00 ave wall thickness (in) It Wt, e, Wt, e2 M, Mhor (ft -lbs) depth acting (ft) notes 4 2 2 7 2 169 1.06 133 0.65 298 140 3.8 ok 5 2 3 7 3 254 1.06 183 0.65 388 182 4.3 ok 6 3 4 3 3 290 1.59 314 0.93 768 360 5.6 ok 7 4 5 8 3 290 2.12 418 1.31 1162 546 6.5 Vertical 8 5 6. 1 8 1 3 290 1 2.65 1 523 1 1.64 1 1626 1 763 17.4 kicker added 9 5 7 9 4 435 1 2.65 1 583 1 1.64 1 2117 994 8.4 �,a E R,rO NEIL O. ANDERSON & ASSOC., INC. PROJECT: Standard Pool Plan Calculations v h Z 22 Houston Lane .Drawn By: Neil O. Anderson Scale n/a o Lodi, California 95240 "S s o c`� Office (209)367-3701 Fax (209) 333-8303 Date: 3/11/00 Page 19 of 22 lJ�'?11: <kJrJ 3 1i' S5 _5��d?I.+SJi ANLi-KbUN ANU AbbUU. rAUL U Adjacent Parallel Footi.mLoad: W a' q ! unit arca P �I « The total force per unit Ikength (P,1Ls.) and the location of the resultant .force (z,.,, ft.) due to the strip loading is expressed as follows: P= A90 81 = tara-' HI , in degrees 02 = tan -I l aX ) , in degrees H2 (02 — )9, )-- (R — Q)+ 5 i 3 Oc,' H "` = 2 H(0, — B, R = (a'+b')2 (90-02) Q=b'Z(go Moment affecting pool wall.: M = P,,-,,', see following chart NEIL 0. ANDERSON & ASSOC., INC. ! PROJECT: Standard Pool Pian Calculations I I �s 22 Houston Lane omwn: By. Neil O. Anderson Scale n!a `e LoJI. Ca!itornia 99240 O`�ice(20Mi:7-37C1 I Date: 3111/00 Pace 20 of 22 Fax (209):333-8203 — Adiacent Footinr( Load (cont.): Compare computed M in following table with computed M from soil surcharge in table: ' H is V less then pool wall height due to assuming footing is V deep. " Calculated by taking difference between depths on "Moment From Soil" chart on page 2. Based on results from above chart, use the following soil depth "surcharges" to allow for the presence of an adjacent footing that runs parallel to the pool wall: Footing, b' = 0 to 1.9', use 3' surcharge Footing, b' = 2 to 4.9', use 2' surcharge Footing, b' = 5 to T, use 1' surcharge rg E R s0 NEIL O. ANDERSON & ASSOC., INC. v 'L > 22 Houston Lane o Lodi, California 95240 's s o c`� Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 21 of 22 Computed Moment Affecting Pool Wall Pool De th Computed Moment From Soil Surchar e- H' (ft) U 01 d? R I Q z (ft) P (lbs) M (ft -lbs) Hp (ft) 3 ft. 2 ft. 1 ft. 4 0.1 1.43 15.38 90 1 3.25 620 2016 5 2258 2 26.57 36.87 478 254 2.06 458 942 1272 5 51.34 56.31 1213 966 1.57 221 346 531 7 60.26 1 63.43 1700 1457 1.47 141 1 208 5 0.1 1.15 12.41 94 1 1 4.22 626 2639 6 2993 2 21.80 30.96 531 273 2.81 509 1428 1 1727 5 45.00 50.19 1433 1125 2.09 289 602 741 7 54.46 57.99 2048 1741 1.92 196 377 6 0.1 0.95 10.39 96 1 5.19 629 3267 7 3832 2 18.43 26.57 571 286 3.61 542 1955 2252 5 39.81 45.00 1620 1255. 2.66 346 920 986 7 49.40 53.13 2360 1989 2.41 249 600 •7 0.1 0.82 8.93 98 1 6.18 631 3897 8 1 4777 2 15.95 23.20 601 296 4.45 564 2508 2846 5 35.54 40.60 1778 1362 3.28 394 1291 1226 7 45.00 48.81 2636 2205 2.94 297 873 8 0.1 0.72 7.83 99 1 7.16 632 4528 9 5827 2 14.04 20.56 625 304 5.32 580 3081 3511 5 32.01 36.87 1913 1450 3.94 432 1705 1580 7 41.19 45.00 2880 2392 3.51 339 1191' 9 0.1 0.64 6.97 100 1 8.15 633 5161 10 6983 2 12.53 18.43 644 310 6.21 591 3666 4247 5 29.05 33.69 2027 1524 4.65 464 2154 1931 7 37.87 41.63 3095 2554 4.12 376 1549 10 0.1 0.57 6.28 101 1 9.14 634 .5795 11 8243 2 11.31 16.70 660 315 7.12 599 4261 5052 5 26.57 30.96 2125 1586 5.38 489 2630 2316 7 34.99T38.66 3286 2695 4.76 408 1941 ' H is V less then pool wall height due to assuming footing is V deep. " Calculated by taking difference between depths on "Moment From Soil" chart on page 2. Based on results from above chart, use the following soil depth "surcharges" to allow for the presence of an adjacent footing that runs parallel to the pool wall: Footing, b' = 0 to 1.9', use 3' surcharge Footing, b' = 2 to 4.9', use 2' surcharge Footing, b' = 5 to T, use 1' surcharge rg E R s0 NEIL O. ANDERSON & ASSOC., INC. v 'L > 22 Houston Lane o Lodi, California 95240 's s o c`� Office (209)367-3701 Fax (209) 333-8303 PROJECT: Standard Pool Plan Calculations Drawn By: Neil O. Anderson Scale n/a Date: 3/11/00 Page 21 of 22 11 GCrtl4 11:7:! iC171.1-J0_r!� S f \e�ative)EdQe Detazl: E H (ft.), maximum height of negative edge (water.) h (ft.), height bei:ag analyzed P„ (lbs.); resultant pressure from water = (yW h� / 2 M,v (ft -lbs), induced moment from water = (y. h3)16 Pte, f Hl,1C Q/ Igaore resisting moment from wt of wall as exrra safety factor. Refer to Motnaeut Capacities cn *t (page 4) for gunite thickness and reinforcement requirements forgiven Ma,. —G—� by (fit.) — t (ft -lbs) (�) d' (in) Vertical Reinforcement h M.) I 1, (ft-Ibs) t (in.) d (11111.) Vertical Reinforcement._ 9 6 �3 �: i2"fo.c. 5.0 13aJ 9 G e3 Q 12"o.c. 2.0 B3 9 6 it1:312" c.c. 6.0 2246 10 7 h3 ® 6, ox; ' 280 9 6 73 Q 12" o.c. 7.0 _'567 l I R �'; a 6" oL• M406GG 9 6 k3 1: " O.C. S.0 532512 ^r G" o c. * t and d increase as wall goes into radius, assume 3 inch increase at l .0' into radius and 6 inch increase at bottom of radius. Include .reinforcement onbackside of negative edge wall for additional crack and sl-Ltinkage control. p E Asoma NEIL O. ANDERSON & ASSOC., INC. 22 Houspn Lane Its Lodi. Callfomla 85240 's s a car OM, ce (204.1)367-3?01 Fax !,/Cg) 333-3303 er — 1 PROJECT: Standard Pool Pian Calculations Drawn BY: Nell O. Anderson Scale n/d Date; 3111•'C0 Page 22 of 22 SITE PLAN REVIEW APPLICATION Date: (2-/i�0�{ AP# -T Permit Number (if applicable) 0 L/3/30 APPLICANT INFORMATION Parcel Size: t • ( 2 Owners Name: Owners Address: 7 Telephone No:. a i Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home Ao� Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial �. ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ' ) ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservatiori Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) _/ Expansive Soils (Test for expansive•soils and if verified proper foundation design required) M OU ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 06007 o�_09 Index Date: oto w ❑ Sacramento River Reclamation District (Approval must be obtained from the Califo nia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A P-- OFC, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front o20 f Side Side Street Rear �O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 "Applicable Development Fees: ' Standard Fees Amount ; Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area , ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By II Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:I� No ❑ Yes Comments: _O. C. 9l - 7 -f3 9,W q1d w ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 �k;�O P IS Subdivision Map/Parcel Man: �ds Map Date of Recording: 61 3 j 9 l3 Lot: 7 ❑ Use Permit/Minor Use Permit Permit Number: Book: ' 7 Date of Approval: Page: Z Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 LY - ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa a] Page 4of5' A ` CO Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 • o e. ab wnL 1 _11 .... .• ev.►w tc>Y IO.II;A. ea7Y••os'ww \a�.a• _i 10.t0A. fOLA. 10,OOA. IO.00A. 10.1A ».)• _. 9-m ijr\Yes \lt\• �f __ p.M D)Yel'w aM.i 10. 11. 18' la.IaA. l 10.A IO.A. a�. N -m D\•pgc cxa m -n e)ra)'w ttu' a 10.;4A. 10. A. 10. A. 10. A. 10.A. �.j• \l -m eN•Nw ira\' e a " j � � b dl�Y 011G Mr duna•wpngw�a.mrinp•ea - I < � � la.oa dads t.•eengawW A' - ' i •."JO r.w• e.esn d woad. i him dart. tndngonad4'ade« _ 91. �aO. 17. 4\.e s«oa•od,•u«.«I•"ee.e _ '�v•.. as aa. A. ed ebeb eta..eSm 10.;0A. IG.A. W.A. IO.A. IO.A. • Io.A 106 A. 10. 10. A. IO.A. I W la A. 10.4CA i �' „ , sLw. couhrY novo ' �ee.� �� �o- ��. ""� �• " �. .�«. 4M�1�K,i�y'•Ir y..a.•.r� ' ' c'. yy wwew ql e{r S{Z\RUC PRaeCwae..wa w. Me-. aN «y wnlwv OM PeoP•tb.• /tt pr.♦.Cti ea4C OV et 6VRC %%3TM tANYII<�' ! J.�M I✓w')'�errw. �'. A'�`���s•r•••�•'wr�sY d lwa4paA, d d �,yw. rfA....... •r.r �..... +.r....err.•�w.M �: .� _ i ,� wgwe, m eemn �a.Mt. d Na ww e•«.:a.e •.a ean.oaw atiw em Me\ wa Wt \d. wo•se M. awo �. a •enq.e eeA \ria oe\ •w • t•. M• \.l.w.Tt\Ill.w•epw 0•Me.'i\rte a,.. wr n\•r .�..,.\.. aa\m,•;,e mwA+l c e e'pd, e•.. •.e we a'\en e. •nv6n sae.. ;a pryea.%*.A MAP OP '`ti.' " TMC . --_ - _ . ,•, _.G _u�jCA 9. e\«\\w.q •e\e'\•\• ay •du.:.•q \o •M"•n •ece.een« .:aa aPti.^•v.ue ORGwARC9 CA. e. tee aan'•.• .a tones \n wnw« wwa•d. \ M.• t�uw(�o «a m) wad eM . � 6U�K WaNRY ��` -�.� ` atKne..•,•!&I.«Arn.Le_ec,dIla-s�x___w.\q\} WCO PRUNE ORCHARDS. _ _____ L___ ._-_F; 3.(�: /_i�(/_5J.__ `� vwo�cwrr .-...Y or rr•c �—r� 32„ _ � rtr -�1 - � r -+r{ h -J e\aeo•uuvoae\ml _ W:�rlrt a a\nYc 1�.�•e gc��b"^1.0 eceYeDaeauvolla\m�«. BUTTE COUNTY cwwaY oa erRe ORGMiCRDS CO. ' �S' .�-,T �- L'�:Y,� ` \w). adwc (t on y�'i•�J"�o'fo �Y+�i• vA Gonia \,tl\.c.vaLx. }w.qe. d\wa waea of 6.Ma•s\oa.d - � CJ\ico Celifor•n •o. .`-. v_'' �''� rK4�r-�Zif_ �fp1y W'�'•a'.. vb to aa• p�}� •q w6�e abwm eeGtawo, m w..ay .Ri,iawpwyyaty tu\\, aae oM w.d .ePewdoaw d dl w•A ew+e� 9eole I'.9oo: �"^W u Fww•Le Nua wr �:' Mw. P G.n.•a,• . �. �`' • • 'y F aie e•ae lery et Geeao.A•o^ Mdi welts R•. •ile:.w lw\pew•w.A a•e Nes •ewn. w. wwwwA.\ M:a N« ry• \wry a.ob am . t:•.ed f.r /Z'Le..e N••.nbpr7./9/J > F �i`,f • eoe 6o.Ved"on.a«etm \n.N•ha« ww.o•d \wan wo+ede Won wren) an! yaa m e:a teelA'rel• an\ !o.• tKa.e .ny ef{ii\o\ s:ea a6sAi..ee) d eaplwna... wa �I,.. C G�a _ �-;.- \�9- <�' fir' d\\W ny elY\e:\o\ ..d wi•Ren. � ' _ -i...ih a•..y... .w..a•uu..+v. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neNdds BP043W NO. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 01/14/2005 APN: 042-010-112-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. Site Address: 4669 ANGELENA WAY CHI License Class: License Number: Map Index: Date:' Contractor. OWNER -BUILDER DECLARATION Description: NEW PRI SWIMMING POOL I hereby affirm under penalty of perjury [hat I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any clty.or county which requires a Owner: HOFMANN MARK R & JANICE permit to construct, sitar, improve, demolish; or repair any structure, prior 510 CLIFFWOOD CT to its Issuance, also requires the applicant for such permit to Ole a signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's Slate License Law (Chapter 9. commencing with Section 95973-7249 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than Ove hundred dollars ($500).): il$I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: HOFMANN MARK R &JANICE Intended or offered for sale (Sec. 7044, Business and Professions pp Code: The Contractors' State License Law does not apply to an 510 CLIFFWOOD CT owner of property who builds or Improves thereon, and who does CHICO, CA such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for 95973-7249 sale. If however, the building or Improvements are sold within one year of completion, the .owner-bullder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Dater Y �Ow`W�L �— License #: WORKERS' COMPENSATION DECLARATION _ I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ANDERSON, NEIL O. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier Total Square:Ft: 0 S. F. Valuation: $0.00 Policy n: Census Code: I certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to �— become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith -comply with those provisions. -657 Date: C// -Y/ O T— .1f ( Applicant: 12 - /WARNING: Failure to secure workers' compensation coverage Is f 0 D L/ unlawful, and shall subject an employer to criminal penalties and one / hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ereby is ed e a plica provisions of the Butte County Code Bndlor I hereby affirm that there Is a construction lending agency for the Resolutio to do w tate above r w c fees have been paid. / performance of the work for which this permit Is Issued (Sec 3097 CIV .) /' Name: By Date: Address: PERM T)PDate IRES ON: /-06 ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information Is correct, and that'I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the `above mentioned property for Inspection purposes. Print Name: b��� U " v"r`—�yt_4113 SIgnalure:���- e Date: —7 VI Owner 0 Contractor 0 Agent for Owner 0 Agent for Contractor r. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last irst Name / Address L d City C - Sta Zip" 73 11 Phone -- Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name CityLa` O l Address Zia, `l L(40 City Fax Zfi 4' 3.53 - X30 3 State Zip -Phone a Date Approved: -Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name e'(L O, AAj�>rs 0 -yl Address�o� CityLa` O l Sta Zia, `l L(40 P n 4, -3G %— 3-70( Fax Zfi 4' 3.53 - X30 3 E-mail State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP o y BIN # LOCATION AP# 06/2 (' l('2 Property Address City Cross Street I Ira 0 D l4 -IV WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY -Name ✓l Address OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: V\1 Receipt #: w��V ^ IW Date: Amount: a 6 / / Bldg REV 7-27-04 SRA Sheriff SMIP Other 6 �v To, REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS - The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ _3 Sanitation_and_site_plan_approvalJr_omAhe-Envir_onmentaLHealth-Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 c��.vy�r-tir)•�'v�r'.-...-..-.�...r.�.�. _. � -v .�+.. ��1.. r�.»--�:.. i:� w .r...-'...���-•...r• . 'riwv.,-r--�...P -- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1114,412/L A P InIhIVAI ASSESSOR PARCEL NUMBER 6'LI Z Proposed Building Use: 6 D Counter Technician: Date: Q C It_ ems -required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed,by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en iq neer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ i. ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit...................................................................... ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: 911� 24. Planning approval (A) Use: 6L(B)Parking: (C) Parcel Check: eq 025. Contact Land Development about _ Improvements, _ Drainage .......................I26. NPDES Form............................................................................................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... (flj-� 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:....................... ...... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement. ................................ ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 6'-V1 12 O -and hold for pickup. I have been informed of the above items and requirements f�btaininglbu`it'ding permit. � Applicant: Date: 2 6 y 1. Index permit application for the above items numbered: Plan Check Letifer 2. Additional items re ' d Contractor, designe , o was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 2 /3 d c Contractor, designer, ow , was advised of the abov da a b one, ❑ mail, ❑ co r, by Date: Plans reviewed by: Date: Z Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division `;. E.H. USE ONLY 'Piot Plan Attached Roar Plan Attached " Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8196 O.B.- I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major la}or and materials for construction of the proposed propelty improvement: YES[ NO[ ]. 2. I HAVEHAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LTCVNSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: i�--� NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is. $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer' and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance cow, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the stricture is intended for sale, property, owners who are -not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned C. Vieirfa, C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 °0TTF0 Department ®f Public Works 0 C o u n t y o f B u t t e 0 0 0 0 J. Michael Crump, Director LAND DEVELOPMENT DIVISION \0 0 Storm Water Management Program C' y 7 County Center Drive A �U 9 Oroville, CA 95965 �CIc W�a� (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description:►, Project Location and/or Parcel Number: 6 -r -f 2— d /0 r /(Z By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: ` 6 Z,) V Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 NOTES RESIDENTIAL 042-010-112 V02-1751 i HOFMANN, JANICE ANGELINA, CHICO k NE SINGLE FAMILY �O A SPECIAL CONDITIONS - CHECKED - BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS i� SUB -STANDARD HOUSING LETTER j t ' OFFICE COPY + Address U✓ By Date v Ppete Meter By Date 71 F r j _ _�.� . __-_ a JOB FINALED (Date) - s Signature ,r ✓ = OK 0 = Not OK • = NNotApp ot Ready ble I RESIDENTIAL (Single & Duplex) Date Andeffloor (Plans) OK except #'s 8!Ft ai ySoils-Elea Grnd.-/ / /" Ft . Depth Card B-1 Date Card B-1 tg. arage; Soils-Steel-Elec. Grnd.-/1,2 P' Ftg. Depth 4--<g , Porch!, . Decks; Soils -Steel-/ P' Ftg. Depth 5. Stem w Main; Steel-Blockouts-Wrapped 6. St waifs, Garage; Steel- 6lockouts-Wrapped Vent Fan, Exhaust above insulation Downs and Special Anchors 91*"Slab, Steel -Wrapped 8. Pier - eplace Ftg.-Steel c Access & Platform if Furnace in Attic all -Fitting -Test -2 Way C/O -Sewer Test G ioe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test /VA 12. Ele nderground lenums-&Ducts; Clearance -Material -Support -Ins. & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date LU NG Permit) OK except #'s W r Ht ent-Access-Combustion Air Battle 1 ipe; Test & Anchor -Nail Protection 1 . .W.V.; Test Fittings & Anchor -Nail Protection t`V Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. *Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 / Date Card B-1 Date EL GOAL (Permit) OK except #'s xt & Transformer Clearance -Ins. Protection 24--Erec#11eceptacles Spacinq-Lights & Switches at Doors L25!Size oxes & No. of Conductors Stapled mex,4 staJed Close to Edge of Studs & C.J. p. ound made up w/Mech Fasteners -Bond Gas & Water 8. 2 pliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size /?a/J% r AI-A.C. Wire Size/ Y/g4C.ArAl 30. Range Circle / / ga Cu AI -Oven Circ. / / ga Cu or Al Insul Neutral O Yes ❑ No er . e- )ser Conductors & Ground Main Disconnect C16_.rances Panels-Motors-Mech. Equip. I es Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 4 ANICAL (Permit) OK except #'s 3 C. Ducts Insulation & Support �r i0 2 10 Vent Fan, Exhaust above insulation 53 37. Condensate Drain & Overflow, Size & Grade 5 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 5 c Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date A'ONG (Permit) OK except #'s 40- Si ro er Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound ails over Girders & Floor Nailing 44' -Fire' Yaps, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing Date /FRAMING (Continued) 47`—ertrS_,_e0ist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 4 fireplace Ties pe A Flue -Fireplace Throat Clearance is ss; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire rotection Framing 52. Properfine Firewall & Openings 53 o rsOne 3' -Check Garage 3rd Story, 2 Exits 5 St ' ; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywoo n Roof Overhang -Attic Vents -Rafter Outriggers 5 mg -N 'ling Veneer 57. Stucc esh-Drip Screed -Fd. Vents-Underflr. Access 5 mg Area -Glass Protection -Skylights -Plastic �i Shear Walls; g . $ jt:1:r_60. Brace Igor/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiltration- Walls -Windows Date /'A --U Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date ZINAL (Plans) OK except #'s t. Steps -Door & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air-Connector- lo,&race: Above Floor-Ducts-Mech. Protection til G I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels firs & Rails Fi lace or Stove, Clearance -Hearth jje000Vec. Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance E Outlets & Receptacles at Kit. Counter )NrGarage Fire Door; Swing -Landing -Closure -6 A.C. uct in Garage -Damper tr/. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. irr arage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location E1e�Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic G rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CI ranee Looked under Floor ❑ Yes Following Insild./Drive J Yes J No/Walks D Yes J No/Planters J Yes J No -aS- St co Brown -Finish Unit Disconnect, Electrical -Plumbing VpKts Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings ter Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground se V�itilation Throughout House Glass Protection rrections from Previous Inspections Test -Meters Tagged, Gas -Electric at r & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 9 . Address Posted Dat .0 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I Date Card B-1 Comments at Final: V = OK 0 =*Not OK = Not Applicable = Not Ready. MOBILE HOMES 4 Date MOBILE HOME UTILITIES'(Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils-Size-Cepth-Spacing-Connectors-Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cen. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Cepth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Jan -20-00 07:23A wbdc 9166852831 P-02 -cr • Certificate of Conformance CertifiCate 052736 HIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in •accordan-ce with th=e applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Tiriber Combinations And 'GAP - Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species 1. IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued -laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline.bond quality. G VL W100 118* O�PORgl sem. A %aHiN` ®``�. vo - " '::� '4 by N ' Thomas G.. Williamson Executive !lice President ENOWEERED »app SySTEMS,5 a reiste0 Corporation of AAA — rmE E HEEAED N%OpD ASSQCU71pM 7011Soutn t� Stree, - p.Q.) . i 7W o � � WA 08t t t 0700 TMVDRone: (253) 565 9000 • Fax Number: (253) 565-7285 x -_. INSULATION CERTIFICATE Job Number: 3183 Hofmann Bldrs. Angelina Rd., Chico Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name Lot Number 3 DESCRIPTION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): r t 2. CEILING Batt or Blanket Type: Fibergiass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 A Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft lb Minimum Thickness: inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: F k - 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 6% Thermal Resistance (R -Value): 19 �. B. Exterior Foam Sheathing Material: Brand Name: t Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR k,. Material: Fiberglass Brand Name: JohnsManville/Knsuf Thickness (inches): 6% Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIMETER ' Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in ;;. conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of R tion) as in ' " he Certificate of Compliance, where applicable. } Chico Insulation .'C Item Number's ignature and a e C�' Installing Subcontractor (Co. Name) or C) 7 �y General Contractor Name) Owner (Co. or Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 1:1 �2tM4�,f� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above ddress and should be corrected. Please notice this office when correction of work is comp ted. If you have any questions pertaining to this matter, or need additional explanation, plea a contact this office immediately. t (�v�r '� i L I GrG r? /f / S 4 1 4 7 r J / fit / s: 00( .r. fnj Date Inspector lV� REV '10/92 I' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street o Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 41(1�m /*V// 1; 02 OWNER j PERMIT NO. - r A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact'this office immediately.! c i. r •- Date Inspector REV 10192 L. c i. r •- Date Inspector REV 10192 COUNTY OF BUTTE - DEPARTMENT OF DEVF-LOPMAENT SERVICES - BUILDIN IVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 5 -7541 PERMIT NO. (Rev,12/96) APPLICATION AND PERMIT DA I—— Ass6$QR?A8GE4N1T!- Ja 2 L 11L^l1 J "Vi 6 B�UINGPERMIT OWNER�F TELEPHONE SO. FT. OC16. BUILDING VALUATION R-156,438.00 O=S ff"2!2 Q I P T reft 820 U 0.00 CON6TMWME SIC) Ckt `�0dT N \O�� 725 @ 1 11 600.00 CONTRACTORS MAILING ADDRESS 01 50tl3 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $951.00 ARCHITECT OR ENGINEERS MAILING ADDRESS aim Plan Checking Fee $ 619-19 BUILDINGADDRESS ANGELtNA, CHI CO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1 CJ 9-19 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF C:k Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0019-00 Each gas water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 1 S r nn Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".AOR's's 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: XI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zoOA TO N000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. S.3.5QFT: Npµpa,pT MULTI.OUTLET @7.501 POWER APPARATUS a SINGLE ovn. CIR. OUTLET OR FDRURES @ I00 Ex. Occup. SA20 L FIXED APPUJs. OR Ex. Occup. 5.00 ounETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ X Date _�� 6 Z Si re of Applic Owner ❑ Contractor ❑ Agent n HA permit is requir d for excavations Ove 5'0"deep and d molition or construction structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 2000 Cooling Hood 6.50 Ventilation — PERMIT FEt S 94.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ E TOTA F E $ CONST. T�FE HAz. D IMP O CDF TFARC PD HD Issu .� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �� PERMIT EXPIRES ON I, 417 I Ww-) Receipt No. r WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK-INSPECTO G LD ROD -APPLICANT 10 /A Sa%=Kik'3dv�i''ti't''�:�%?5.'�'.'�h+E��S'�'Y,+""-`esYati.�.=.x6'K;Kj. `,,�`a""rr ."�.'t' i.+�'!�.1.,4 �'^n.._..�...q...,p,,......,r,�.�.....-,..,•--.i•,,�„1C;:�;t� COUNTY OF BUTTE-DEPARTMEN OF'DEV OPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 9,1965:Phone (530)538-7541 Fax (530)•8-2140 PERMIT APPLICATION DATA SHEET 1',,I I Z._ OWNER: A o4m c, ✓i e, ASSESSOR PARCEL NUMBER— Proposed OIO Proposed Building Use: /\/. . -+ r Counter Technician: Date: Items required in order to apply for a permit. All boxes'MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. : 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. nA 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! V5. Energy compliance design and supporting documentation in duplicate. - yd1176. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ,1&7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review., If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ............................ :....... ❑ 10. Letter of intent for non-residential buildings ............................................ '............ ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form.............................................................................. O 13. Other Remaining itemsmieded to issue the permit. (May require additional plan review upon receipt of the following items. 14. Feesias shown on the attached Schedule of Fees Due Sheet ....................................... El,/. /Statement of Intent for Non -heated and A/C Buildings .................................... Nr 16. t Sanitation and plot plan approval from the Environmental Health Department in �� 1 C ai ❑ 17. City of Chico Plumbing permit...;... +........:.......: ❑ 18. California -Department of Forestry plan approval O paid. Sent by: ....................... ❑ 19. Planning approval for (A) Use: O K (B)Parking: (C) Parcel Check: — — 2 ❑ Co4act Land Development about ❑ Improvements, O Drainage ............................... P21.�Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ 0 23. Contractor's license information. (Number, Name Style, Classification):...: ........ ,O 24. Worker's Compensation Carrier and Policy N'umber;,:.:.r...:.. ................... �. 25. Owner -Builder Verification (❑ Given to owner,.❑ Mailed to owner)::........-......... ❑,,,M. Letter of Signature authorization.............:..:.................................................. 7. Recorded copy of Agricultural Acknowledgment Statement .................................... '1. • y Z . O 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits...................................................:..... ❑ b3 0. ❑ Grant Deed, O M.H. Titl /Statement ofFacts, ❑ Letter from Legal Owner, 2 C!ick to C.D. $ . Other: Whep iss4ed Telephone and ho}Jd for pickup. ve bee n infor ed of theabove items and requirembfits for obtaining a building pmi . Applicant: Date: 1. Inde' rmit application for the above items numbered: Ian Check Lette 2. Additional items re wired , ` Contractor, designer owner as advised of the above data by ph �, ail, ❑ counter, by Q� Date: , "1 (� Contractor, designer, owner, was advised of the above data by ❑ phone, . ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b. L . Date: Stru'ctur`al approved by: [ ate: o . Note transfer by: Date: '' Yellow: BuildinLf Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. ����1✓lG'►^ 'n PROPOS .D BUILDING USE •� 1. BUILDING PERMIT FEES o. --Balance ...................................... $ �rn i ees Due ..... ......... $ Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. ................... $ 2. SCHOOL DISTRICT FEES °' 1 C � N t (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. /Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. R'5. RECREATION DISTRICT FEES �14 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# OC11'a1O—IQZ— DATE'Ll - ®Z-- RECEIPT # DATE REC. -5 -L'14XO /I3q U 3Sti Zoo -7 2 . o Z WLl At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 17--7-- Pursuant /-- Pursuant tu6vernment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) P(� Ae�Gtess OZ, -t -75-) 3ev.12/96) .. ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California .95965 • Telephone (530) 538-7541 PERMIT NC APPLICATION AND PERMIT ASSESSOR PARCEL NuI, OLR o 10- 1(7-1"0,004-1 (7—m,00r— ' O BUILDING PERMIT OWNERT . qCOMMCT S NA►E COAR i CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS ARCNRECT OR ENGINEER ARCMTECT OR ENGINEER'S MAJUNG ADDRESS A EVADING AGGRESS wr No. -7 sunonrsaxis NAVE USEOFSTRUCTURE NO. Mf 4 Z AC_ SF L Duplex ❑ Mobilehome ❑ Other sPEcsv TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Oth ❑ E Describe Work: �S SRA o'ey.; 4 * �- T6 0 O 4oKeir •A .z � - 3S y Z-oo Nkrn JM 6C--TL4,+ �r-4a COV%f LAAVY- SO. FT OCC. I BUILDING VALUATION %4,0 0" -- Fireplace 00— Total Valuation Is Total Filing Fee I S ELECTRICALPERMIT !� 20.00 Permit Fee Main Service = OR Liss zooA oR IEss 1 23.001 ZZ Plan Checking Fee , / Energy Plan Checking Fee $ i NEW CONST:` OR AODNS. D'i ADCC, &Ds P I 3.50 L NOi1RESID. MULTLOVT{.Ei @7.50 PERMIT FEE PLUMBING PERMIT _ Fling Fee 20.00 Each Trap Solar or heat -pump water heater 7.00 23.00 Ex. Occup. ouru T OR ncruREs Water piping Each gas water heater or vent `_ 15.00 15.00 '-' Gas piping system 1 - 5 outlets Temporary Service 15.00 Building sewer Mobile Home S G W I i 15,00 @20.00 _ PERMIT FEE f I Z_7 - .. -ELECTRICAL ELECTRICALPERMIT I Filing Fee I 20.00 Main Service = OR Liss zooA oR IEss 1 23.001 ZZ Main Service 200A TO I000A I 46.00 NEW CONST:` OR AODNS. D'i ADCC, &Ds P I 3.50 NOi1RESID. MULTLOVT{.Ei @7.50 POWER APPAAIITUS i SMK3tE OUTLtT G0. Ex. Occup. ouru T OR ncruREs I B0 6 1.0 `_ :�fED APPLVS. Oil Ex. Occup.ovnETs Eslo. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 PERMIT FEE I _ MECHANICAL PERMIT Fling Fee 20.00 Heating Hood I I 6.50 Ventilation �$�/.,Co PERMIT FEt ! Mobile Home Installation Fee t Energy Inspection Fee a, $ T. TO AL FEE $ NAz o. FEES o cor c ND ' ssx This permit is hereby Issued (ander the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM , (One form per Building) School District CK ( Gts ED Building Department No. s A. P. Number i42.- 01 D + ,1 y Jurisdiction: City County Property Owner Property Location/Address A PIGi,L EA ft W `' ! o C -h 141 Subdivision (—JA Icz f&3r E be -co WOS Lot No. ............................................................................................... Residential Development Sq. Footage ? �7 7 No o Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): ........................................................... Commercial/Industrial"' ' _"q' ' ' 7a �`' - i New Addition Building (Including Exterior rRoofed Areas) 0 Date Irioor rians reviewed by School Uistnct Personnel) District Identification No. Q a to / a School District certifies that G �� (Applicant) ?Af W�2� (Street Address) _ (Phone Number) 9- 61S (City) has complied with the requirements of Resolution No. representing / square feet. , r School District Representative f Paid by Check # - Remarks: (State) 85 y oa (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ z _.7 "Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District; in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm 000 BUTTE COUNTY PARRS-DWELOPMENT FSS CERTIFICATION FORM �f CHICO AREA RECREATION AND PARR DISTRICT e' _ _ .- t Assessor Parcel Number�'s) I�a . Property Owner � Project Location/Address ktASELtt4A OV4 1 w Subdivision CAJC*J CA4 bE- QXCa PIA gC Lot Number(s) Residential Development: ( New. Development r Tot t.fa �l /Number of °,Dwe11 _Comment:Y/2 =' eck• one) lteration/Addition =Mobilehome(s) _Non -Residential to Residential g -Unit4 f' t.; •r. . A. ft�� c, 3 �,Bililding Department R,°presentative ' Date . (�rvy,�x�r•x�r**�r�*,n*�crt�rvr�r�rvr��r�r�r�r�rrr,��r�r*�r�r,r�r*�r**,��r*****�r*�r Chico Area Recreation' arid, Park'Dstrict(CARD`)'certifies•'that • _fV1P�•I�-Es 1+cn�-tiJ K1 • . • , 53'�"=.��rdr-"9��.s� (Applicant•Name) (Phone Number) (Street Address) _Z:7 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. X90-140` by payment for ( dwelling units @ $1 , 189' for total 'payment of .. CARD-Repres'entativ . Date .,PAID- BY.CHECK NO.' REMARKS BANK .N0 . I� 3S�nZ PAID 'BY ;CASH RECEIPT NO. Distribution: White --Applicant Yellow—Butte Co. Building Dept. Pink --CARD Go1denr:od--� C tYXpf Chieq:'[B ii1ding fDept ^ r ,_ . park.fec (form revised 11/90) January 2, 2003 Janice Hofinan 510 Cliffwood Ct. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-010-112 Building Permit Number: 02-1751 A "Deed Restriction and Notice of Limited Use Facility" must be recorded for the proposed basement. Please provide a copy of your grant deed for the property so that we may prepare the document. You will be required to sign, notarize, and record this document prior to issuance of the building permit. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. mo . Linda Simpson Plans Examiner 1 of 1 October 9, 2002 Janice Hofman 6 Cottage Circle Chico, CA 95926 J 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-010-112 Building Permit Number: 02-1751 Thank you for re- submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: /W , `S+AJ7Wtd/ �I am including a section of the 1997 UBC concerning egress from basements. You must have an egress window which meets all of the requirements or a door approved for emergency escape. The doors and stairs that you have proposed do not meet these requirements. The stairs will not work as they require 6'8" minimum headroom at each step. Please design a complying method of egress to the exterior. Please provide a letter stating the use of the basement. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner 1 of 3 } f August 26, 2002 Janice Hoffman 6 Cottage Circle Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-010-112 Building Permit Number: 02-1751 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Y Please show location of waterheater. Specify seismic strapping of the waterheater, and combustion air if gas. 2. Provide rafter collar ties at 48" o.c. if ceiling framing is not parallel and attached to rafters. Require the fireplace listing be at the job site for review by the inspector. 4! Specify a spark arrestor; show the fireplace hearth on the Floor Plan. 5! Please provide South and West Elevations. 6� Please calculate and specify method of achieving attic ventilation. Please calculate and specify method of achieving subfloor ventilation. Provide access. 8-' Specify tempered glazing at the top of the stairs, and in the stairwell windows with sills within 60" of a walking surface. Also specify tempered glazing at the entry sidelights. 9! Please show drainage away from the house on all four sides. 19! Specify balloon framing at all vaulted ceilings. �-1— Please show all smoke detectors, including in the basement. ]-I—. Provide scale building sections: 1) in the E -W direction, through the Master Bathroom, Living Room, Kitchen, Garage, Basement and second story, and 2) in the N -S direction through the Living Room, Entry and Basement. .1-3— Please provide a separate Floor Plan of the Basement, showing stairs, handrail, light/egress wells, etc. k4-7' Size and show the location of the electric main panel. -1-5 Please show all exterior landings, slope'/4":12" maximum. ,L&—' Specify the use of stucco screeds, 4" min. to earth, 2" to paving. please detail the use of flashing and counterflashing where roofing abuts a wall. 1 of 3 9 1-8'. Provide attic access into all attics. H— Specify a service outlet and light at the attic FAU. Please confirm a dryer vent that does not exceed 14 l.f. with two elbows. 2.1-- Specify GFIC in the Powder Bath and Laundry. �- Please detail the second floor guardrail. �— Specify the method of waterproofing the basement walls. ,24- Please show the post in the Garage on the Floor Plan. 25--- Please show fluorescent lighting in the Kitchen and Bathrooms. _26! Specify two dedicated 20A small appliance circuits in the Kitchen. 27-" Specify 20A circuits in Bathrooms and Laundry serving no other outlets. 28-- Specify a 1-3/8" min. solid core door with closer from the Garage. 29-- Clearly specify the extent of of 5/8" type X gypboard and method of attachment in the Garage providing a complete separation from the Residential occupancy (Le., to the roof sheathing, or to the ceiling and all supporting members). -316' Specify the use of 5/8" type X gypboard under the stairs. STRUCTURAL COMMENTS: .X Specify cripple wall bracing per UBC T 23 -IV -C-2. 2x8 rafters are shown over the Garage (and are overspanned) with a 2x8 hip. When 2x8 rafters are used, a 2x10 hip or ridge would be required. Per UBC T 23 -I -V -R-1, the maximum allowable span for 2x8 rafters at 24" o.c. is 13'-3" at 16" o.c. is 16'-3". Please correlate with your span notes; indicate spacing. Please show all purlin locations, and the bearing beam or wall below supporting the / kickers. Provide engineering for the basement retaining wall(s). cC/ Calculate and provide bearing under the South end of the garage glulam. L�! Provide engineering for all glulam beams. Braced wall panels shall start not more than 8 feet from each end of a braced wall line, and spaced no more than 25 on center. Braced wall panels must be in line or offset from each other by not more than 4 feet. Spacing of braced wall lines shall not exceed 34 feet on center in both the longitudinal and transverse directions. Braced wall lines must be continuous throughout the structure. It appears that the following first and second story walls do not meet the braced wall criteria: north, south and east walls of the Garage, south wall of BR #3, north wall of BR #2, north and east walls of the second story stair enclosure. The walls in BR#2 and the stair enclosure will require engineering. If you wish to discuss any of these requirements, please call (53 0) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss either non-structural or structural items, ask for Keith. 2 of 3 Q • 0 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 3 of 3 PROJECT PROCESSING RECORD (0 OWNER:"PLICANT: ., WORK 1 • 1 L DESCIRIM OF STEP When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:08AM 24—Jan-2003 1 REC FEE 22.00 I COPIES 9.00 I I I I 1 MaryR I page 1 of 6 Space above for Recorder's Use Owner Name: Mark R. Hofmann and Janice Hofmann Building Permit No: 02-1751 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 07th day of January, 2003, Mark R. Hofmann and Janice Hofmann, hereinafter referred to as owner(s), is the record owner of the following real property: 4669 Angelena Way, Chico, CA 95973 APN# 042-010-112, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and Ill. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 02-1751 was applied for on 7/2/2002 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 02-1751 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 02-1751 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 02-1751 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: Habitation in any form in the basement. Basement is to be residential storage only. Additionally, the space will not be heated and or cooled or finished. No electrical is allowed except for one switch -controlled light and a smoke detector. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any partof, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 02-1751. DATE: l 1� , 20 cU3 Owner Signature:/'�� % Print or Type Name of Above Owner Signature: Print or Type Name of Above Order No. BU -197012 DMP `A il Description The land referred W herein is situated in the State. of California, County of Butte, and 'is described as follows: PARCEL I: BEING LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGES) 27. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT 'PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON SAID MAP. APN 042-010-112-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE(S) 27. NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On :�:I,n /v / 5 Z , 6 Z before me, DONALD L SNHT ,Notary Public, personally appeared ,4!!� /,7- f/y/ Rte/,,) personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that e/they executed the sam n his er/their authorized capacity(ies), and that by Tehi r/their signature(s) on the I rument the person(s), or the entity upon behalf of the person(s) acted, executed the instrument. WIT Smy hand and official Sign ture STATE OF CALIFORNIA SS. COUNTY OF BUTTE On before me, _ Public, personally appeared -,7;1' ✓^ AA GA DONALD L.SMITH CORAM. # 1229826 €JOLgRy PU$LIC-CAL1F0RrJIA COUNTY OF BUTTE �M pass Aug- 20, 2003 NALD L $N10- , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name s) iss7are subscribed to the within instrument and acknowledged to me that she/ ` y executed the same in s er it authorized capacity(ies), and that by er/ it signature(s) on the in went the person(s), or the entity upon behalf of W ' the person(s) acted, executed the instrument. WIT ; S my hand and official seal. Signature DONALD L. SMITH a COMM. # 1229820 PUBLIC-CALIF0.1NIA s COL IufY Or,"ITTE 0. + Comm. Explros Aug. 20, 20Us (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , ` Yvoni Depa STATE OF CALIFORNIA SS. COUNTY OF BUTTE On IcLK x� A . 9�00'-j before me, Public, personally appeared �jl a� hal ('(A , -f A03 hristo hbr, Director nt De elopment Services Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the personw whose name( is/afLd subscribed to the within instrument and acknowledged to me that Ae7she/they executed the same in Wsfher/their authorized capacity, and that by -his/her/tbefflsignaturef4on the instrument the persorq-�T, or the entity upon behalf of which the personKacted, executed the instrument. WITNESS my hand and official seal. lignature ALICE ANN MEFFORD Commission # i 365836 = Z Notary Public - California Butte County My comm. 00res Jul 22, 2006 (Seal) RECORDING REQUESTED BY -MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: Mark R. Hofmann Janice Hofmann (p COTTAGE Ci r ck c Ut CA 4 5 q-16 2�(b2—i�f�ZEs�57 Recorded Official Records Cau_ntTEOf CANDACE J. BRUBBS Recorder ROSEMARY DICKSON5 Assistant 09:NW ,24 -May -2®@2 REC FEE i®.'W TAX 173.25 Above This Line for Recorder's Use Only Shauna Rage i of 2 A.P.N.: 042-110-112 Order No.: CHIIC Escrow No.: 197012DMP GRANT ®EE® THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $173.25 X ] computed on full value of property conveyed, or l computed on full value less value of liens or encumbrances remaining at time of sale, X } unincorporated area; [ ] City of _, and 1� L FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Kathleen M. Hayes, AN L NMARRIED WONIAN AS HER SOLE AND SEPARATE PROPERTY hereby GRANT(S) to Mark R. Hofmann and Janice Hofmann, Husband and Wife Community Property with rights of survivorship the following described property in the unincorporated area, County of Butte State of California; See legal description attached hereto and made a part hereof. Kathleen M. Hayes Document Date: April 24, 2002 STATE OF CALIFORNIA )SS COUNTY OF On 'S trip 0 before me, KA, T /� i �I LJ� �/ ASC) personally appeaTred KA-rFl personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand andfficial seal. � r��G/%� . Signature.__/�"_41_ This area for official i Y1. Camtedw t 1201170 MIT cps, taow v PUW c avotr myaWIT060, EXP Nov. k IM Mail Tax Statements to: SAME AS ABOVE, or Address Noted Below AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 202-034291 Recorded i REC FEE 10.00 Official I CONFORM .00 yyRecords CoBUTTE f I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON 1 Assistant I Cheryl 02:34PM.02-Jul-2002 1 Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LEGAL DESCRIPTION ATTACHED Date JULY 2, 2002 PROPERTY OWNERS: JANICE HO MANN State of California ) County of BUTTE ) On JULY 2; _ 2002 before me, GOLDIE HONEA, NOTARY PUBLIC personally appeared JANICE HOFMANN personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrum d acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and th hi /her/their signatures) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted ecuted the instrument. WITNESS d nd%official seal. Signat e. ;�Seal: GOLDIE HONER Commission #1351387 T Notary Public - Califomia to A.P. # _ - _ -1 12 U Butte County My Comm. Exp. APF. 14, 2006 .PCR Order No. BU -197012 DMP Description The land referred - to: herein ' is situated in the State.'of Califomia, County of Butte,- and 'is* described as follows: PARCEL I: BEING LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF. BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE(S)' 27. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT 'PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON SAID MAP. APN 042-010-112-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT B LYING' WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE(S) 27. Hofmann Builders Mark Hofmann, Owner 510 Cliifwood Court Chico, CA 95973 Phone/Fax: (530) 898-9875 License #: 461270 December 30, 2002 Butte County Building Department Re: Declaration of use of basement at #2 Angelina Way, AN 042-010-112 The sole purpose of the basement is for storage of personal and family belongings. Thank you, Mark Hofinann FOR HOFMANN RESIDENCE ANGELINA ROAD CHICO, CA 95926 HOFMANN BUILDERS 6 COTTAGE CIRCLE CHICO, CA 95926 p Z--l7Sl BUTTE COUNTY F L T ENGINEERING BUILDING DEPARTMENT 5790 CLARK ROAD PARADISE, CA 95969 API'J"ROVED (530) 872-0254 S T R U C T U R A L C A L C U L A T I O N S W I T H R E V I S I O N S N 0. 1 FOR HOFMANN RESIDENCE ANGELINA ROAD CHICO, CA 95926 HOFMANN BUILDERS 6 COTTAGE CIRCLE CHICO, CA 95926 p Z--l7Sl BUTTE COUNTY F L T ENGINEERING BUILDING DEPARTMENT 5790 CLARK ROAD PARADISE, CA 95969 API'J"ROVED (530) 872-0254 Fur Emao V isnome caLcVuman CIVIL • STRUCTURAL �j� / BY: � `r� DATE: SHEET No. ` Of 2� (530) 872-0254 FAX (530) 872-9331 Z!/� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE:: d JOOBB No. u ! c SUBJECT: 9TL r'f ' S •J�-c7 �i �i� —S�I� PROJECT: . �i06FEL%44 i� . (!f c� 2 GG = 20 GG = g0 y �itGLS — -DZ— - /vo F'>fil — Ex7570. �? 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L1( H42 , —1f] A 4-901 (le - 3 ?-Ir- L (L _.RDxl33 le- ', a19°'z_e_"a,Ag14leg/ w ? 6n /-�1IL �i/!V = �� _ �O/93,� 3 .O/��•� dr) x 3 . c� �9 \fid Y7-,OO10x 3 t Ole <,g � , 2:26IL sr 9 � w �L�� �UVI�J�l1V��Q�UVI�J c�J�WVV��VWG=.1L� �G=JL��VL�G=���ODl1V� ' CIVIL • STRUCTURAL BY: If rO� (530) 872-0254 FAX (530) 872-9331 DATE: SHEET No. OF Z� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. /, -A — S. 4,4z.,ts C(r-aar) 0 i — , �f2 t, zoG' ,c Sc d� � 7 /� -- y D. 7 r � drZ �� — Ox el C7, 1�-"-Jlvla- 7v—= gl 25% amu, = .0�3 � — Cl he - AIX . 24vPx 7, t, /2ZI 2,z i7 4,Z�oLrs 72 &4-, o--) 7, S'frT ! 7 of 2d' SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 5/8" GYPSUM BOARD W/ 6d COOLERS @ 7" o.c. BLOCKED. SILL PLATE TO RIM JOISTS OR BLOCKINGS W/ 16d @ 16" o.c. RIM JOISTS OR BLOCKINGS TO FOUNDATION PLATE WITH A35 @ 48" o.c. /2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, B & C" BELOW. 2. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 72" o.c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 3. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 42" o. c. MAX. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 2 - 1/2" DIA. A. BOLTS. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 9" o.c. RIM JOISTS OR BLOCKINGS TO TOP PLATES W/ A35 @ 24" o.c. MSTC28 ON 2 - 2x EDGE ( KING ) STUDS TO 2 - 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "B, F & G" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST, BLOCKINGS OR BEAM WITH 16d @ 9" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 24" o.c. MSTC40 ON 2 - 2x EDGE STUDS TO 2 - 2x STUDS BELOW OR LSTA24 TO BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "B & F" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 14" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 40" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "B & G" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO BEAM BELOW W/ 16d @ 12" o.c. LSTA24 ON 2 - 2x EDGE STUDS (AT CORNERS ONLY) TO BEAM BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "B" BELOW. 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 16" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 42" o.c. 1/2" DIA. A. BOLTS @ 72" o.c. MAXIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 10. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 42" o.c. PHD2 HOLDOWN ON 4x 6 EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D & E" BELOW. 11. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". 2 - 1/2" DIA. A. BOLTS. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB20 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, C, D & E" BELOW. 12. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 8" o.c. PORTAL FRAME WITH CONTINUOUS HEADER - SEE DETAIL ON PLANS. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE `B" BELOW. Sfrr/d'o,,=2e 7_11s 13. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35'@ 16" o.c. ( WHERE APPLICABLE). 1/2" DIA. A. BOLTS @ 24" o.c. MAX. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D, E & F" BELOW. 14. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 5" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 16" o.c. ( WHERE APPLICABLE). 1/2" DIA. A. BOLTS @ 24" o.c. MAXIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D, E & F" BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION PLATE. B. CONTINUE WALL SHEATHING DOWN TO THE SILL PLATE. C. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. D. EXTENT A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. E. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. F. CONTINUE WALL SHEATHING UNDER FRAMING OF INTERSECTING WALLS AND UNDER ROOF FRAMING MEMBERS. G. CONTINUE WALL SHEATHING TO UNDERSIDE OF ROOF SHEATHING. Z _O TaP f� s 77J ffD,2 . { FA. 077yCR /y/!6d POSTS rD (� NDS w/ ST622¢ - � —,4.0o I � � ll't r0 TOP If;&/10 60rT0/l O!� II I �FifOE� — I I I I SEE S'GNEO, Q I� ry ,el& 101Sr , k/1/6d 6'o•c, I I I 2No fes, PD.Sr TO 2,� srvo seLOId 1eltl ✓O/ST N�T•S. [Fu4 CE ` a mE[E m U m imucuunaL C ALCUU 00ma CIVIL •STRUCTURALBY: / 'ter DATE: t9` SHEET No. /47 OF Z� 0)872-9331 5790, CLARK ROAD, PARADISE, CAL FORN A 95969 CHECKED BY: DATE: JOB No. i c 7 SE / I /.v,st fix• L G = , O/O� �Z�''�2 — c f) �-, O� x 1¢ -� , 032u �1Z�2 t �) infix Z4 IZFR . 0G f /ter EZ . Z- c/_ 2 .moo �z c. �G fGL 7' G%� ,L�G PROJECT : HOFMANN RECIDENCE JOB NO. : 2116 DATE : 8/2002 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 019 OF OP GRAVITY LOAD - DEAD LOAD (KIP): .05 - LIVE LOAD (KIP): 1.61 OVERALL HEIGHT OF THE WALL - H (FEET): 5.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 THICKNESS OF WALL - TOP (INCHES): 6�� � -� �r'/ - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.38 MOMENT - Mw (FT -KIP): 0 63 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.114 3.75 #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 12 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.34 < 1.0 ' HEIGHT FROM TOP OF THE WALL - H2 (FEET): 4 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 3.5 . THICKNESS OF WALL - BOTTOM2 (INCHES): 6.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.18 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.21 AREA REINF. (IN -"2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------------- C). 011-39 _______________________________________________0.039 3.75 #4 @ 61.5 DESIGN REINF. - VERTICAL: #4 @ 24 PROJECT : HOFMANN REi : I DENCE JOB N0. o 2116 DATE a 3/2002 CALCIS BY e FLT FOOTING DESIGN --------------- DENSITY OF SOIL (PCF) DENSITY OF CONCERTE (PCF) OVERTURNING RATIO — MIN — MAX: ALLOW. SOIL BEARING PRESSURE (PSF) ALLOW. LATERAL BEARING PRESSURE (PSF) FRICTION COEFFICIENT — Fc FLT ENGINEERING 5790 CLARK ROAD FARADISEq CA ( 916) 872-0254 SHEET it/ OF 20 100 150 1.5 ka J 1500 200 0.35 r35 J DESIGN FOOTING DEPTH (INCHES): 1' DESIGN FOOTING WIDTH — HEEL (INCHES): 8 — TOE CINCHES): 0 18 FOOTING KEY —• DEPTH & WIDTH CINCHES)a 11. — BACK TO BACK OF WALL CINCHES): 8 TOTAL WIDTH OF FOOTING CINCHES): 3' OVERTURNING FORCE — Fo (KIP): OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP) OVERTURNING RATIO — SF NET MOMENT — Mn (FT—[-*.' I F' :> ECCENTRICITY — e (FEET) ECCENTRIC MOMENT — Me (FT—KIP): FOOTING AREA — A f (FT"2) SECTION MODULUS — S (FT"3 ) SOIL PRESSURES — DL ONLY — SPt (PSF) — SPh (PSF) SOIL PRESSURES — ADDED LL — SPt 9 C PSF > -- SPh' ( PSF ) SLIDING RESISTANCE — Fr (KIP) FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP). MAX. MOMENT C TOE — Mt (FT—KIP): AREA REINF. CIN'' ) sd° CIN: SIZE & SPA (IN? ------------------------------------------------ G.088 8.75 #4 @27.4 DESIGN TOE REINFaa #4 @ 12 0.54 1.08 1.32 2.3-1 2.11. 1.23 0. 40 0.53 2.67 1 . 1 '3 940.95 < 1500 50.46 > 0 978.68 < 1500 0. 83 > 0. o 54 PROJECT : HOFMANN RECIDENCE JOB NO. : 2116 DATE : 8/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ZZ OF. Z� GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): O YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.075 5.69 #5 @ 49.6 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 .05 1.61 5.5 5 8 A.0 B 1.46 0.38 0.63 0.144 0.240 ' COMBINED STRESSES @ WALL: 0.16 < 1.0 .. PROJECT d HOFMANN RECIDENCE JOB NO. . 2116 DATE c 8/2002 CALCIS BY o FLT FOOTING DESIGN --------------- DENSITY OF SOIL (PCF): ) DENSITY OF CONCERTE (PCF OVERTURNING RATIO — MIN.' — MAX. ALLOW. SOIL BEARING PRESSURE (PSF) ALLOW. LATERAL BEARING PRESSURE :PSF? FRICTION COEFFICIENT — Fc FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0254 SHEET Z3 OF 2P 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 1' DESIGN FOOTING WIDTH — HEEL (INCHES): 8 — TOE (INCHES)0 10- 6FOOTIh• FOOTING G KEY — DEPTH & WIDTH (INCHES)e 1 1 — BACK TO DACE: OF WALL (INCHES): 8 TOTAL W.T.DTH OF FOOTING (INCHES)- 3 OVERTURNING FORCE — Fo (KIP) OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP) RESISTING MOMENT — Mr CFT—KIP? OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP) FOOTING AREA — A f C FT''" ? SECTION MODULUS — S (FT•: 3 ) SOIL PRESSURES — DL ONLY — SPt (PSF: — SPh (PSF)a SOIL PRESSURES — ADDED LL — SPt' s:PSF) — SPh' (PSF) SLIDING RESISTANCE — Fr (KIP) FOOTING — TOE EARTH PRESSURE @ TOE — Fv (KIP): MAX. MOMENT @ TOE — Mt (FT—KIP) AREA REINF. QN'`'''Zj vdv (IN) SIZE & SPA (IN) ------------------------------------------------- 0.073 8.69 #5 @ 51. 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OJ?'x . 6 7 =� 9`cP� AI 3fz .< 7le- r CIVIL • STRUCTURAL BY: OF (530) 872-0254 FAX (530) 872-9331 / DATE: � OZ SHEET No. S 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. �,/� e� 26, D 1 ,����s�o . 66 — 102f - ov -,.- 7- Vp- C- 6-1 012�/' 9 2- - ,�16 l Ae. 41 14 ZjZ �k ��sT ods g / Y0 aervtie. r`l G 1A — She F L7 EMOO SENO V R CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 �jS'�EGL4��D�S BY: DATE: v Z SHEET No. 2tp OF CHECKED BY: DATE: JOB No. 2��6 L/aF� — _,o�-x ����zt ��Z) �,�/--3.x_/1_ FLY EMOOKEEROMM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: OcTRUCTUR&L CALCULMOMS BY: lli% DATE: D` SHEET No./ n` OF 3/ CHECKED BY: DATE: G JOB No. (,a SUBJECT: Y E�f�N �����SIQ�� /VO• �•x�,�,a ��,etr. 3 ,gy cT ��' 9�.K /2�) — ��iraJcEL �,�iv ,�E'tiS GILL ,g E E�6Z E'7tJc6� 70 /,-,/ — 0- qo'� f, 0 - i� F, z /'p le �z z �px f2 �o Ctr�tz��E- qpx �Z 7—,I>. — /moo Gfr,f�j-e Z- 1AAE 7 iITW m / %/%d-� F L 7 EMOO V EEROme CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: ` DATE: OZ SHEET No. _Z OF 3 CHECKED BY: DATE: JOB No. 0//4—/ �v� Covy s `ITl�/D y — 4 G/A;F/O — v 3.Ie4/.I-¢. .5 e.7 S7_1 2 =' ?9^K a = Z4' it- � — z11 A42 'ell i, Ze e2)IS 70a f.13�p /'T 16'�C e l2 f y y a� t jkv IFLIr IEMM VIE[Enoma CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 G, x - e>�ySs airWIBJ%c7VWaLr�CALCVUM(o a BY: ` DATE: �Z SHEET No. /—S 0.- F CHECKED BY: DATE: JOB No. 2/46 —/ sc- 1119ce-l-z- �g — s&. &_ /cr (Ar — !Z&77 2-'- /O - G /D 1119ce-l-z- �g — s&. &_ /cr (Ar — !Z&77 2-'- /O - G _j ROOF FRAMING NOTES I. ROOF SHEATHING OF 1/2" OSB OR PLYWOOD CDX WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD, UNBLOCKED EXCEPT BLOCK SHEATHING EDGES BETWEEN LINES 7- 6 & L - N. 2. ALL TOP PLATE SPLICES WITH 4-16d EACH SIDE ( CONVENTIONAL CONSTRUCTION) EXCEPT PROVIDE 12 - 16d EACH SIDE OR MSTA36 STRAP AT LINES K, N & P, 8 - 16d EACH SIDE OR LSTA30 STRAP AT LINES B & F. 3. EAVE BLOCKINGS BETWEEN RAFTERS TO BE CONNECTED TO TOP PLATES WITH LS30 ANCHORS OR 3 - 16d TOE NAILS. 4. NAIL LOWER ROOF LEDGERS (2 x 6 MIN.) TO UPPER WALL STUDS WITH 3 - 16d @ 16" o.c. AND USE LSTA30 STRAP @ LEDGER SPLICES. 5. USE LSTA30 STRAP AT 2ND STORY WALL TOP PLATES TO PARALLEL RAFTER CONNECTIONS. RAFTER WITH ROOF SHEATHING EDGE NAILING. 6. CONNECT RAFTER SUPPORTING ROOF BEAMS TO TOP PLATES AND / OR PARALLEL RAFTERS WITH LSTA30 STRAP. w GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY .ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE VERSA -LAM (V -L) AS MANUFACTURED BY BOISE CASCADE CORP. (ICBG REPORT NO. ER -5512) OR 2.OE PARALLAM ( PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO ' APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), U.N.O. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. ROOF TRUSSES AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 18. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 20. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 21. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. TABLE OF CONTENTS TOC Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 Project Address........ ANGELLINA RD. ******* CHICO, CA *v6.01* 7j: -Z Documentation Author... ROBERT A. MANGRUM ******* Bung 22�� '# Paradise Mechanical "" 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 TABLE OF CONTENTS Report Page FORM CF -1-R ................ 1 FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING.......... ... 13 BUT,""CO' BUILD�N D P S' pA PPR^ .i I�IW3�y E fe) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 Project Address........ ANGELLINA RD. ******* Documentation Author... Climate Zone.. ........ Compliance Method...... CHICO, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2837 sf Single Family Detached New Front Facing 0 deg (N) 1 2 Raised Floor 14.7 % of floor area 0.5 Btu/hr-sf-F 0.64 8.5 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Door 'None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (NW) 5.0 0.490 0.670 Standard Standard Yes Window Front (N) 20.0 0.500 0.610 Standard Standard Yes Window Front (N) 6.3 0.490 0.670 Standard Standard Yes Window Front (NE) 5.0 0.490 0.670 Standard Standard Yes Window Front (N) 6.0 0.490 0.670 Standard Standard Yes Window Front (N) 6.0 0.490 0.670 Standard Standard Yes Window Front (N) 5.0 0.490 0.670 Standard Standard Yes Window Front (N) 6.0 0.490 0.670 Standard Standard Yes Window Front (N) 1.6 0.490 0.670 Standard Standard Yes Window Right (NW) 4.0 0.490 0.670 Standard Standard Yes Window Front (N) 16.0 0.500 0.610 Standard Standard Yes Window Front (N) 6.3 0.490 0.670 Standard Standard Yes Window Front (NE) 4.0 0.490 0.670 Standard Standard Yes Window Front (N) 12.0 0.500 0.610 Standard Standard Yes Window Front (N) 11.6 0.490 0.670 Standard Standard Yes Window Front (N) 11.6 0.490 0.670 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 FENESTRATION Equipment Minimum Type Efficiency Furnace ACPackage Tank Type 0.800 AFUE 12.00 SEER Over - Area U_ hang/ Orientation Shading (sf) Factor SHGC Window Front (N) 11.6 0.490 0.670 Window Left (E) 16.0 0.500 0.610 Window Left (E) 6.0 0.500 0.610 Window Left (E) 8.0 0.500 0.610 Window Left (E) 11.6 0.490 0.670 Window Left (E) 11.6 0.490 0.670 Window Left (E) 11.6 0•.490 0.670 Window Back (S) 32.0 0.500 0.610 Window Back (S) 24.5 0.490 0.670 Door Back (S) 33.0 0.500 0.640 Window Back (S) 24.5 0.490 0.670 Window Back (S) 16.0 0.500 0.610 Window Left (SE) 10.0 0.490 0.670 Window Back (S) 25.0 0.500 0.610 Window Back (SW) 10.0 0.490 0.670 Window Back (S) 20.0 0.500 0.610 Window Right (W) 6.0 0.500 0.610 Window Right (W) 6.0 0.500 0.610 Window Right (W) 6.0 0.500 0.610 Equipment Minimum Type Efficiency Furnace ACPackage Tank Type 0.800 AFUE 12.00 SEER HVAC SYSTEMS Refrigerant Charge and Airflow n/a Crawlspace No Crawlspace Duct Location Tested Duct Duct R -value Leakage R-4.2 No R-4.2 No WATER HEATING SYSTEMS ACOA Manual Thermostat D Type No Setback No Setback Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. Over - Interior Exterior hang/ Shading Shading Fins Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes HVAC SYSTEMS Refrigerant Charge and Airflow n/a Crawlspace No Crawlspace Duct Location Tested Duct Duct R -value Leakage R-4.2 No R-4.2 No WATER HEATING SYSTEMS ACOA Manual Thermostat D Type No Setback No Setback Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using. *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.* This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... MARK HOFMANN Company. Address. Phone.... (530) 898-9875 License. Signed. ((ia e) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed. ZO '� (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 Project Address........ ANGELLINA RD. ******* Documentation Author... Climate Zone.... ...... Compliance Method...... CHICO, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI •Wth-CTZllS92 Program -FORM -MF -1R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr) . / LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement / allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 Project Address........ ANGELLINA RD. ******* CHICO, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 16.96 16.04 0.92 13.14 14.31 -1.17 10.04 8.84 1.20 Total 40.14 39.19 0.95 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2837 sf Single Family Detached New Front Facing 0 deg (N) 1 2 ReducedYear Raised Floor 1 24055 cf 0 sf 14.7 % of floor area 0.5 Btu/hr-sf-F 0.64 8.5 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2837 24055 1.00 Yes Setback 8.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 OPAQUE SURFACES Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE Standard/0.76 2 Window Front (N) 20.0 0.500 1 Wall 484 0.088 13 0 90 Yes W.13.2X4.16 2 Wall 15 0.088 13 315 90 Yes W.13.2X4.16 3 Wall. 15 0.088 13 45 90 Yes W.13.2X4.16 4 Wall 823 0.088 13 90 90 Yes W.13.2X4.16 5 Wall 617 0.088 13 180 90 Yes W.13.2X4.16 6 Wall 14 0.088 13 135 90 Yes W.13.2X4.16 7 Wall 14 0.088 13 225 90 Yes W.13.2X4.16 8 Wall 554 0.088 13 270 90 Yes W.13.2X4.16 9 Wall 176 0.088 13 0 90 No W.13.2X4.16 10 Wall 24 0.088 13 90 90 No W.13.2X4.16 11 Wall 332 0.088 13 270 90 No W.13.2X4.16 12 Door 20 0.330 0 0 90 Yes None 13 Door 20 0.330 0 0 90 No None 14 Door 17 0.330 0 90 90 Yes None 15 Door 17 0.330 0 270 90 No None 16 Roof 2256 0.025 38 n/a 0 Yes R.38.2X4.24 17 Floor 2256 0.037 19 n/a 0 No FC.19.2X8.16 Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Right (NW) 5.0 0.490 0.670 315 90 Standard/0.76 2 Window Front (N) 20.0 0.500 0.610 0 90 Standard/0.76 3 Window Front (N) 6.3 0.490 0.670 0 90 Standard/0.76 4 Window Front (NE) 5.0 0.490 0.670 45 90 Standard/0.76 5 Window Front (N) 6.0 0.490 0.670 0 90 Standard/0.76 6 Window Front (N) 6.0 0.490 0.670 0 90 Standard/0.76 7 Window Front (N) 5.0 0.490 0.670 0 90 Standard/0.76 8 Window Front (N) 6.0 0.490 0.670 0 90 Standard/0.76 9 Window Front (N) 1.6 0.490 0.670 0 90 Standard/0.76 10 Window Right (NW) 4.0 0.490 0.670 315 90 Standard/0.76 11 Window Front (N) 16.0 0.500 0.610 0 90 Standard/0.76 12 Window Front (N) 6.3 0.490 0.670 0 90 Standard/0.76 13 Window Front (NE) 4.0 0.490 0.670 45 90 Standard/0.76 14 Window Front (N) 12.0 0.500 0.610 0 90 Standard/0.76 15 Window Front (N) 11.6 0.490 0.670 0 90 Standard/0.76 16 Window Front (N) 11.6 0.490 0.670 0 90 Standard/0.76 17 Window Front (N) 11.6 0.490 0.670 0 90 Standard/0.76 18 Window Left (E) 16.0 0.500 0.610 90 90 Standard/0.76 19 Window Left (E) 6.0 0.500 0.610 90 90 Standard/0.76 20 Window Left (E) 8.0 0.500 0.610 90 90 Standard/0.76 21 Window Left (E) 11.6 0.490 0.670 90 90 Standard/0.76 22 Window Left (E) 11.6 0.490 0.670 90 90 Standard/0.76 23 Window Left (E) 11.6 0.490 0.670 90 90 Standard/0.76 24 Window Back (S) 32.0 0.500 0.610 180 90 Standard/0.76 25 Window Back (S) 24.5 0.490 0.670 180 90 Standard/0.76 26 Door Back (S) 33.0 0.500 0.640 180 90 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 27 Window Back (S) 24.5 0.490 0.670 180 90 Standard/0.76 Standard/0.68 28 Window Back (S) 16.0 0.500 0.610 180 90 Standard/0.76 Standard/0.68 29 Window Left (SE) 10.0 0.490 0.670 135 90 Standard/0.76 Standard/0.68 30 Window Back (S) 25.0 0.500 0.610 180 90 Standard/0.76 Standard/0.68 31 Window Back (SW) 10.0 0.490 0.670 225 90 Standard/0.76 Standard/0.68 32 Window Back (S) 20.0 0.500 0.610 180 90 Standard/0.76 Standard/0.68 33 Window Right (W) 6.0 0.500 0.610 270 90 Standard/0.76 Standard/0.68 34 Window Right (W) 6.0 0.500 0.610 270 90 Standard/0.76 Standard/0.68 35 Window Right (W) 6.0 0.500 0.610 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 5.0 1.0 5.0 1.5 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.0 5.0 1.5 15.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.3 4.0 2.0 1.5 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 5.0 1.0 5.0 1.5 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 1.0 6.0 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.0 1.0 6.0 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 5.0 5.0 1.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 2.0 3.0 1.5 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 1.6 2.0 1.0 1.5 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 4.0 1.0 4.0 1.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 16.0 4.0 4.0 1.5 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 6.3 4.0 2.0 1.5 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 4.0 1.0 4.0 1.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 3.0 4.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 11.6 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 11.6 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 11.6 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 6.0 2.0 3.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 8.0 2.0 4.0 1.5 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 11.6 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 11.6 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 11.6 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 32.0 8.0 4.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 24.5 3.5 7.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Door 33.0 5.0 6.6 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 24.5 3.5 7.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 16.0 4.0 4.0 1.5 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 10.0 2.0 5.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 25.0 5.0 5.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 10.0 2.0 5.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 20.0 5.0 4.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 6.0 2.0 3.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 6.0 2.0 3.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 11 C -2R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM C -2R User##-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 Surface 35 Window OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 6.0 2.0 3.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a System Minimum Type Efficiency HVAC SYSTEMS Refrigerant Charge and Airflow HOUSE Furnace 0.800 AFUE n/a Crawlspace R-4.2 No ACPackage 12.00 SEER No Crawlspace R-4.2 No Tested Duct Duct Duct Location R -value Leakage WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard 1 0.60 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS ACCA Manual Duct D Eff No 0.772 No 0.689 External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. R- n/a This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. COMPUTER METHOD SUMMARY Page 12 C -2R Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 REMARKS d HVAC SIZING Page 13 HVAC Project Title.......... HOFMANN RESIDENCE Date..06/28/02 11:54:39 Project Address........ ANGELLINA RD. ******* CHICO, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HOFMANNI Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-HOFMANNI TITLE 24 1327 GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude .......... : Winter .......Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range . ....... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2837 sf 24055 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Total Load deg (N) Heating Cooling (Btuh) (Btuh) 18686 8566 8856 4943 n/a 8274 15211 4998 n/a 2100 4275 1444 47029 30325 n/a 6065 47029 36390 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ONVNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your siSnawe. Please complete and return this information at your earliest opportunity to avoid unneoesaary delay in processing and issuing your building permit. No building permit will be issued urM this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES,. NO O 2. I HAVE HAVE NOT E3 signed an application for a building permit for the proposed woo& 3. I have contracted with the following person (firm) to provide the proposed c:onstrucdon: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SE i ER: NOTE: This Owner -Builder Very7cation is required by Section 19831 and 19832 of lite California Health and Safety Code. This verification must be completed avd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORM ATION Dear Property 0---t!7: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract. you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractor or subcontractors. then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under Sate Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IIN't rely, el C. Vi iia, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information it required by Section 19810 of the California Health and Safety CO& OVER � r 4 . SITE PLAN REVIEW APPLICATION Date: -7 AP# q 2' Q 0- --2— Permit Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: o 9 2 Q e_ Owners Name: O h^ N S A tJ I C_ 6 Owners Address: COTTA 6-r, G) TZ C,)A 1 C d C I4 69 S 9 2 - Telephone No.: Situs Address: AN(; 6 t, 9 r A Wy Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date �7 -C) 2 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood Zone: 1 Flood Panel No.: D 3 20 Index Date: 1-1 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning:_A l Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front SO C L Side 1 O Side Street Rear I 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees -1 • Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -----------------------------------------------------------------------------------------------------7------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By JB Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: 6,(3 e— q 3 -- ©'36 SDC Legal Access Provided: ❑ No ❑ Yes Legal Access Required ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: i !0 3❑No ❑ Yes 11 Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified. to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 I� ❑ 0 x El Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. ,4 0 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ®yZ- 010- 1/? - ZONING OWNER PHONE NO. '< �r�vnJ y - - R/ OWNER'S ADDRESS .d C-( ASV &76ccl1 LOCATION OF BUILDING S'PPA,�terZ USE OF BUILDING SIZE OF STRUCTURE L' X S0. FT. I L 1/1A_dW-Cr TYPE OF CONSTRUCTION: ,�,,p WOOD FRAME Lk STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TxPE l tCss Cen2¢--Ly—t'mJ•cT7 � C �G�� 7_119— ESTIMATED COST OF CONSTRUCTION $ azz) AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: J FRONTO SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee - $SU:69- Receipt No. / q- 9' Signature of Own e�r�--� The above described AG Building is exempt from a building permit. Manager B White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant Pr SITE PLAN Assessor's Parcel Number. Q El EQ -' _© a a - 0 FLI © Scale: 1" = D Owner Name `�'�-�_'-��✓ Address/ Phone No. ZY Site Location W42 olf M keGP�6- &� v Contact: Name Phone FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00" USES: f w , When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Recorded officialRecords CoBUUE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:08AM 24 -Jan -2003 REC FEE 22,00 COPIES 9,00 MaryR Page i of 6 Space above for Recorder's Use Owner Name: Mark R. Hofmann and Janice Hofmann Building Permit No: 02-1751 7w. DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 07th day of January, 2003, Mark R. Hofmann and Janice Hofmann, hereinafter referred to as owner(s), is the record owner of the following real property: 4669 Angelena Way, Chico, CA 95973 APN# 042-010-112, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 02-1751 was applied for on 7/2/2002 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 02-1751 has been reviewed and approved for only the limited purposes set forth below; and VI. ,WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 02-1751 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 02-1751 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code 'occupancy classification assigned by the building official, except the following uses are not allowed: Habitation in any form in the basement. Basement is to be residential storage only. Additionally, the space will not be heated and or cooled or finished. No electrical is allowed except for one switch -controlled light and a smoke detector. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice.of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 02-1751. DATE: I /� , 20 V3 Owner Signature;/��/z `. Print or Type Name of Above Owner Signature: Print or Type Name of Above y - Order No. BU -197012 DMP Description The land referred to: herein is situated in the State. of California, County of Butte, and "is described as follows: PARCEL I: BEING LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF. BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE(S) 27. RESERVING THEREFROM A NON-EXCLUSIVE. EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT 'PORTION OF LOT B LYING WESTERLY OF THE - CENTERLINE OF MUD CREEK, AS SHOWN ON SAID MAP. APN 042-010-112-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, INBOOK 7 OF MAPS, AT PAGE(S) 27. NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE DONALD L SMITE On �� /�/ l 5" Z & �0 � before me, ,Notary Public, personally appeared ,�-� Ko `/Y1 �xV t,) personally known to me (or proveddtto_me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that e/they executed the samw1ment er/their authorized capacity(ies), and that by is/ r/their signature(s) on the the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On i%� �✓ ' 7�0 `� before me, Public, personally appeared -,;f 4All DONALD L. SMITH COMM. d+ 1229826 NOTARY PUBLIC-CALWORN+A COUNTY OF BUTTE 24Dires Aug. 20, 2003 NALD L SMITH , Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name s)isubscribed to the within instrument and acknowledged to me that she/ y executed the same inW er Ir authorized capacity(ies), and that by r/ it signature(s) on the in the person(s), or the entity upon behalf of w ' -e person(s) acted, executed the instrument. Signat —e DONALD L. WITH Y) COMM. d 1229826 NOTARY PUBLIC-CAIIMNIA COUNTS OF *WTTF Comm. EXPtros Aug. 20, 200�d (Seal)' .. b This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. J IMAM Yvon n 'fifistoPhbr, Director Departent D elopment Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE On A , before me,li VVIe� ,Notary Public, personally appeared �nlb B L'L" ,� , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(4 whose name(g) is/ate subscribed to the within instrument and acknowledged to me that -Wshe/they executed the same in Wher/their authorized capacity0ae), and that by pis/her/thersignature(4on the instrument the person; or the entity upon behalf of which the person(,s'jacted, executed the instrument. WITNESS my hand and official seal. 4 N 4" Alij ignature PT ALICE ANN RAEFFORD _ Commission # 1366836 Z Notary Public - California Butte County My Comm. Expires Jul 22, 2006 (Seal) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netkdds PERMIT NO. BP041302 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/07/2004 APN: 042-010-112-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4669 ANGEL ENA WAY CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: underground propane tank ( 500 gal) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: HOFMANN MARK R & JANICE to its issuance, also requires the applicant for such permit to file a 510 CLIFFWOOD CT signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO CA 7000) of Division 3 of the Business and Professions Code) or that he or 95973-7249 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: HOFMANN MARK R & JANICE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SUBURBAN PROPANE LP and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 206 ❑ I am Exempt under Article 3 of the Business and Professions Code WHIPPANY, NJ 07981-0206 (973) 503-9102 Date: owner: License #: 722767 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carder and policynumber are: I G� � c() Carrier: I ,.4�S �1f"� ICL . Total Square Ft: 0 S. F. / �'� L r7 - S (P Policy #: I . Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages, as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit' h reby issued under a applicable provisions of the Bette County Code enrVor lib I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolufons o work indicate a for which fees have been paid. / -w By: Date: s Name: PERMIT EXPIRES ON: c�^ �" 6\5 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. � L� ` l�-1 �G j� Print Name: 6 Signature: Date: TI ❑ Owner. Contractor ❑ Agent for Owner 13 Agent for Contractor r� BIDTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538.7541 PERMIT NO. 0�- DATE APN:�J 0 OS: l/ / ZONING: D NEAREST CROSS STREET: TRACT/LOT#: SITE ADDRESS: 4 A ► e.Irlk. tt) CITY, ZIP: C (coC'ft Q6 73 OWNER NAME:t�' l ^ -/I / (_,f (,A jA� l (�, V I ,P�� PHONE STREET ADDRESS: i & Ll ��� FAX. CITY, ZIP: ch^ f gq �� t l n ` l E-MAIL: APPLICANT NAME: �rI j�r.�In�,^ p�c1 T„/i� l�l.b (,( 1(J((',1' l 1 GC Y l STREET ADDRESS: CITY, ZIP: ( C C14-� PH E 342 354 I 1' /7 S-�3 . CONTRACTOR DAME: PHONE STREET ADDRESS: FAX CITY, ZIP: E-MAIL: LICENSE NUMBER LICENF PE ARCHITECT/ENGINEER NAME: PHONE. STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER E -ML DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built Without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new applicationplans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: Date: sc-- Receipt number: Amount Received: B. C. Building Permit 01-23-04 pg 2 Pole. COM �u- FORM U•1A MANUFACTURER'S DATA REPORT FOR PRE53URE VESSELS (Alternative Form for Single Chamber, Completely 3110p or Field Fabrlcatat 'Vessels Only) As Required by the Provisions of the ASME Code Rules, Section VIII, Division 1 1. Manufactured and codifiod by •A rierican 1Netdind i T^nh•Uw3:; ti Fluid Control Group -Harsco Corp, 5520 WoM Old Bingham Hwy. West Jordan, Ulah, 84088, LISA erne and address of manufacturer) 2. Manurac!urad for rC3(:K (Name and address of purchaser) 3. Loca lion of Installation �' 1 erne and Mass) 4. Type\-!Ijii!t_C)P:'iA.L_ 7SOODBIRS-78DOOD194 NIA R-500MW,RV20 760005185.7=0011119d 2004 (Hodz. or Ven lank) (Mfr's serial No.) (CRN) _____(Drawing o, a o, (Year builil 5. The chemical and physical properties of all pans meet the requirements of material specKucatlons or the ASME BOILER AND PRESSURE VESSEL CODE. The design, construction, and workmanship conform to ASME Rules. Section VIII, Division 1 2001 to 2003 NI11 N/A (year) Ad a ora Code Case os. special Service per UG -120(d) F. Shell; Sita 4 , 0.218 0 3' 1.0000"ID 6' 10.0000" Mall, (Spec. No., Grade) Nom. Thk. (in.) Gorr. Allow, (in,) Dlam..D.((L 6 in.) Length (avefoll) (11. b in.) 7. Soams: 'XI,.D.0E4L.L"UT1' F.. U, 100% N/A N!A OFPSET SPOT 1 Long. Melded. bi., Sngl., Lep, Bun) RT.(spot or F-01 Eff .) H.. Temp (" F) Time (hr) Girth, (Wdded, Dbl.. NI., Lap, Butt) _WT (W Penial or Ful!) No, -Frourses e. Heads: (e) MaPI; SA414C (b) Mat'I SA414C ( Dec. No.. n3 e) (Spec. No., Gra e) Location Minrnum Corrosion (Top, Botorn, Ends) Thickness AllDwanco Gown Radius Knuckle Rad us E310 atic Conical Apex ! Homisphorieal Angle R2dU% Flat Diameter Side to Pressure (Convex or Concave) (a► END 0.189 0 N/A NIA NIA NIA 18.5000" N!A CONCAVE (b) END 0,166 0 NIA NIA NIA NIA 18.5000" IA CONCAVE If removable, bolts used (describe other fastenings) NIA 9. MAWP ',':+0 . Pei at max. temp. 400 ^F a pec, No., Gr., Size. o.) Min. design metal temp -20 °F at 1-50 psi Hydro, pneu., or comb. test prossura HYDRO 325 psi, 10. Nozzles, Inspection and safety valve opamings: Purpose No. Diam. or Size Type Mal'I, No ' Reinforcement Mat'I. ABa w Location Inlet Outlet Drain :NLEWOUTU'l'—lot 2.5 ,COMP 15A.1105 30004 INHERENT IWELDED SHELL r)VTLE'1' 10i 10.75 FLGSA-1O:i 30000 I INfIERENT IWELDED SHFLL 11. Supports: Skin NO Lugs NIA Legs 4 Other NIA Attached SHEL LANELDED (Yes or no7 714o.)— (No.) (DeMIXI (Where and how) 12. Remarks: Manufacwrala Partial Data Reports properly identified and signed by Comm!sefoned Inspectors, have been furnished icr the following items Of the report: s�ulJ, (Name of part, item number, Mfges name and identifying stamp 'i J'' �'•`.�• •[:7:7'y UN"MR.GROT3_110 STORAGA TANK. FOR-uIQUEPIRT) PFTROLSUH GAS, NON- CORROSI.Vh; ^I?- 'i•:4i,..i).CP,riG.ie.F..C71,�'i.,.O.R.L�U,T..�r..ISTRi),�IftCUiN1PP.RRNTT.AL�JUIDIT CO51 7r Tr 21.5 PER 1..)M'._.!f'Y.t43'XA PER PPOV:tB'taFIS Op UG -20!;'.112) AND UG-fin(F) REAL TIM.R k,ADTUSCODIC CERTIFICATE OF $HOP/FIELD COMPLIANCE We certify that the statements made in this report are correct and that all details of design, material, construction, and workman'hip of this vessel conform to the ASME Code for Pressure Vessels, Section VIII, Division 1.."U* Certificate of Authorization No. 23724 v;lms 1012712006 Date 'rr71n':12Ua4. Cc, nine AArnorican Welding d Tank -Gas A Fluid Corift Group -Harsco Corp, Signed (Manufacturer) (Reprosenlativp) CERTIFICATE OF SHOPIFIELD INSPECTION Vessel construcled by .�n�;rir, n W)Cfrtinr' R 'Tank ;;;ru=„r FIr iC Coruiol i3na,!n•Hare.cn Cor , at RVO Wn t Old Bin ha!n H,_Ar .. 4Ucst .iordai,, Ut:rh. 50'59°, USA I, the undersigned, holding a valid commisston Issued by The National Board of Boiler an ressura Vesselinspectors and/or the tete or Promina UT and employed by �Z-B C:1' of Narlfurd %T have Inspeoted the component described in this Manufacturers Data Report on and state that, to the best of my knowledge and bella(Mac , the Menu ser has constructed this pressure vessel m accordance with ASME Code, Section VIII, Division 1, By signing this cartificale neither the Inspector not his employer makes any warranty, expressed or implied, concerning the pressure vessel described in this sdanufacturets Data ReperL Furthsrmore., neither the Inspector nor his employer shell be liable in any manner for any perscral Injury or property damage or a loss of any kind 9ri3ing from or connected with this inspection. - Date 02199/2004 Signed Commissions exe: 0 U IA -12 FORM U"1A MANUFACTURER'S DATA REPORT FOR PRESSURE VESSELS (Alternative Form for Single Chamber, Completely Shop or Field Fabricated Vessels Only) As Reouired by the Provisions of the ASME Code Rules, Section Vill, Division t 1. Manuiacturod and certified by Ariw?ican welding & Tanh-Gas & Fluid Control Group -Harsco Corp„ 5520 WoM Old Eingham Hwy. Wost Jordan, Utah, 8.1088, USA (Name and address of manufacturer) 2. Manufac!urod for F;fOCK (Name and address of purchaser) 3. Location of installation "41A ame and Mesa) 4. Type11l'tr?I 'C7P."rA.t.. 7SD009185.7SD008194 NIA R-500M1N,RV20 760005185.7SD004194 7.004 (Horiz. or vert, tank) (Mfr's serial No.) (CRN)(Drawing o, (Nat'l. o, ( eater built) 5. The chemical and physical properties of all parts meet the requiremantei of material specifications or the ASNE 8014ER AND PRESSURE VESSEL CODE. The design, construction, and workmanship conform to ASME Rul". Section VIII, Division 1 2001 to 2003 NIA(year) (year) AddQnda ate) Code CaseNoe. Special crvice per UG -120(d) S. Shell; $%d a4G 0.218 0 3' 1.0000"ID 6' 10.0000" Mail. (Spec. No., Grade) Nom, Thk. (in.) Corr. Allow, ()n.) Dlam..D.(fL iL In.) Length (ovarall) (it -& in,) 7.Soams: 's11.,1i.f_�tlL.f;UTt' F'JIJ. 100% N/A JY/A OFFSET SPOT 1 Long. (Cvvelded, Dbl,, Sngl., Lep, Bun) RT.(Spot or Full) Eft H.T. Temp ("F) Time (hr) Girth, (Aidded, ON.. Sngl., Lap, Butt) R.T.(Spol. Partial or Full) No. of Coursos B. Heads: (o) Mat'I; SA414C (b) Mal'I SA414C (Spec. No., Grade) (Suer.. No., Gra-dal Iloon. Minimum Corrosion -ocickness Allowance (Top, Bottom, Ends) Gown Radius Knuckle Radlus 810Gcal pati Conical Apex -iomisphwieol Argle Radlu: Flat Diameter Side to Pressure (Convex or Concave) (a) F,NO 0.185 0 J N/A NIA NIA NIA 18.5000" N!A CONCAVE (b) END 0,196 0 NIA NIA NIA NIA 18,5000 IA CONCAVE u removaufe, r.uus uaee icesmue oxner rasrenmgs) N/A 9. MAWP ^. A psi at max. temp. 400 ^F Pitl., Spec. No., Gr., Size. o.) Min. oesign metal temp, -20 °F at 2 f5 psi Hydro, pneu., or oomb. test pressure N'YORO 32.5 psi. 10. Nozzles, Inspection and safety valve opaninge: Purpose No. Dlam. or Size Type Mal'I, Inlet Outlet Drain 1NTtok ' ' Reinforcement Mat'I. AUa w Location Nl.,t T,<)IITLrT 012.5 CDUP SA•105 3000$ INHERENT WELDED SHELL :OUTLETOi 0.7,5 FLG 9A-105 I 3000fr INhIL^REtrT WELDED 13HFLL 11. Supports: Skirt NO erne Lugs N/A Leos 4 Other NIA Attached SHELLANELDEC1 (Yeb � — (No.) I (Where and how) 1;. Remarks: Manufacturers Partial Data Reperm properly idrantified and signed by Colmm'seioned inspectors, have been fumished for the following items of the report: Alli, (Name of part, item number, Mfg(s name and identifying stamp) ;,r' :':'J• ;:,w?.�•[:..Ti U`�7rR.r.2k'CniNA ST4rJ17)t TANK r.•I'? ..ir.,i,• 'i�.I:P,MC7dF ,r.71_9'i�•O.R._T, rU,i, P'ORD�IQUSFIAn PETRO•L•S•U_M GAF, NON. .••COILROS T.V7, t.dSTgl),I t*SRRTT, UINT (016oT%tiT2D PER CERTIFICATE OF $HOP/FIELD COMPLIANCE We certify that the statements mads in this report are correct and that all details of design, material. construction, and workmam;hip of this vessel conform to the ASME Code for Pressure Vessels, Section VIII, Division 1, "U" Certificate of AuthorizaUon No. 23724 explras 10/27/2006 Date •:rJ.:!FGI"aip,t Cc, name .Arnoriran Welding R Tar:k-Gas 3 Fluid Control Group -Harsco Corp, Signed (Manufacturer) ) (Representativie) CERTIFICATE SHOP/FIELD INSPECTION Vessel constructed by At;iLiric; n (Alcidnr S 7ank-,.;;fs •S FIOU C(uvrof t�ru,u,•Hart'•en Coro. at RVO Wc*t 01d Bingham hlwy.. West ,iordall Utah 14G9g USA I, the undersigned, holding a valid commission Issued by The National Board or Boaer an Pressure easel bnbpeciors an /or the tele or Province UT and employed by ' ' (::T of r!at1.(oT l i"T have Inspeoted the componenl described in Ulis Manufacturer's Data Report on :1:0,Iand state that, to the best of my knowledge and ballot, the Manu ac urer has corztructed this pressure vesiei m accordance with ASIME Code, Section VIII, Division 1, By signing this mrtfficate neither the Inspector 0G his employer makes any warranty, expressed or implied, concerning the pressure vessel described in this Manufacturer's Data Repert. Fudh6rmore, neither the Inspector nor his employer shall be liable in any manner for any personal Injury or property damage or a loss of any kind 9ri3ing from or connected with this inspection. Date 02MD12004 Signed Commissions ext: -9.5.10 - —: ULA -ii FORM U•IIA MANUFACTURER'S DATA REPORT FOR PRESSURE VESSELS (Alternative Form for Single Chamber, Completely Shop or Field Fabricated Vessels Only) As Required by the Provisions of the A8ME Code Rules Section VIII Division 1 1. Manufactured and codified by AT1Eriran NYklJing.1 T2nk-Gas & Fkrid Conti of Gtoup•Harsco Corp, 5520 WoM Old Bingl-.1m Hwy. Wast Jordan, Uluh, 01080, USA (Name and address of manufacturer) 2. Manufac!urod for S fOCK (Name snd address of purchaser) 3. Localion of Installation N, acne and a QSe 4. Type,-!i)i?I'Or:TAL. 7S0008185.7SD000194 NIA R-500MW,RV20 750005185.7SO009196 7.004 (Holz. or Vert tank) (Mfr's serial No.) (CRN) rewrng o. (Nat'l. Sd. No,) (oar buitu 5. The chemical and physical properties cf all parts meet the raquiraments of material specHlcations of the ASME BOILER AND PRESSURE VESS"cL CODE. The design, construction, and workmanship conform to ASME Rules, Section VIII, Division 1 2001 to 2003 1\11A NLA (year) Qd a ora Code Case os. Special Service per UG -120(d) C. Shell: 3' 1.0000"ID 6' 10.0000" ell, (Spec. No., Grade) Nom. Thk. (In.) Corr. Allow, (in,) Diam..D.((L Is tn.) Length (overcall) (ft. & in.) 7. Seams: 'V%I..D.06L.GU'Tr FI..ILL, 1009b NIA NLA OFFSET SPOT 1 H.T Long. (Weide , Dbl„ Sngl., Lep, Bun) RT.{Spot er FuU) Eff•(°h) . Temp ("F) Time (hr) Girth, (Wdded, Dhl., ngl., Lap, Buy) R,T.(Spot Partial of Full) IND. of Coursos S. Heads: (a) Mat'I; Location Minimum Bottom. Endc) Thbkness END 0.185 Allowance (b) Mat'ISA414C (spec, No., ra e) Conical Apex Han! spnor Angle I Fadlu: to Praseure x or Concave) If removable, bolts used (desaibe other fastenings) N/A n ., px, 9. MAWP ;;,4 pei at max. temp. 400 °F Min. design metal temp ,2.0 _ °F at 250 pt:i Hydro, pneu., or comb. tell pressure HYDRO 325 psi, 1n nrn7z!CC incne�rrnn and safety valve oocnlnes: _ vHow Purpose r No. Diem. or Sizes V Types Mal'I, °k ' Reinforcement Mat'I. Atleohed Location iniet Oullet Drain INLEVOUTLE,T 101 12.5 COMP SA•105 JUDY INHERENT WELDED SHELL 0171.11T 101 10.75 IFLG 911.10:) 3nOdW INHERENT WELDED SHELL 11. Supports: Skirt NO Luc; NIA Legs 4 Other NIA Attached SHELI.LWELDEt1 (Yea or no 7� No.) (Where and how) 1i. Remarks: Manufac:ura:'s Partial Data Reports properly idarilifed and signed by Commseioned Inspectors, have been fumished for the fo lowing items of the report AI/!. (Name of pert, item number, Mfges name and identifying stamp) S -10R GA TARP.. r.'Oli "uIQUP;PIR7 PETROLSUM GAS, NON. CQRROSTV7 ^r'-'."i�:'ii,7.'." r),I:P,M.EaP.F. X11_G" O,R.li•.�U.i.. L•'STRi),•�IRCnlf73?P.RENTT.AL JOINTCAJ.tiSTFU: h1'7 ➢ER .._._....-- ........................_................__ ... ._.._..... . ,,..,.,..._. 1U:f13Y1t PTP. ?RCr'IZ'S't:r:°Ktff 41! UG -30!41 l2) AND LTG••2GtF) P.Ei,i, T.ZML H.A:;J:OSCdYIC CERTIFICATE OF $HOP/FIELD COMPLIANCE We certify that the statements made in this report are oorrect and that all details of design, material, construction, and workman;,hip of this vassal conform to the ASME Code for Pressure Vessels, Section VIII, Division 1, "U" Certificate of Authorization No. 23724 axpiras 10/2712005 Date r+!:<Nv;.Ur •i. Co. name Amorican Wclding 8 Tar:k-Gas h Fluid Control Group-Hnrsco Corp, Signed (Manu acture_r (Representative) CERTIFICATE OF SHOP/FIELD INSPECTION Vessel constructed by Vnr:!riczn llfeialnt; '1;1nIr t;; r.:.S Fluid Cin11r01 Gra in•Hart•en Cor), at fa`57,0 wm't Old flinyl)ain Hwy. tb zV Jor(I,:1n, Utah. 'NO'8. USA I, the undersigned, holding a valid commission Issued by The National Beard of Boiler a. ressure saol Inspectors and/or the 135,tate or Province UT and employed by ! 21 CT of rtartfua; i,T have Inspeoled the component described in this Manufacturer's Data Report on !.1n. i,ai r <•t.:;:;rt-1 and state that, to the best of my knowledge and baliaf, the Manufacturer has constructed this pressure vessel in accordance with ASME Code, Section VIII, Division 1, By signing this certificate neither the Inspector no; his employer makes any warranty, expressed or implied, concerning the pressure vessel described in thfs sAanufacturer's Data Repert Furthermore, neither the Inspodor not his empioyor shall be liable in any manner for any personal Injury or property damage Ora loss of any kind 4ri3ing from or connected with this inspection. Date 0210812004 Signed a f �� ./-'/ -^- Commissions exe: 3.5.10 U 1A-11 FORM U•1A MANUFACTURER'S DATA REPORT FOR PRESSURE VESSELS (Alternative Form for Single Chamber, Completely Shop or Field Fabricated Vessels Only) As Required by the Provisions of the ASME Code Rules. Section VIII. Division 1 1. Manufactured and certified by Arrlerican Weldinq i T'rnk-cas & Fluid Control GIOtlp•Harsco Corp, 5520 West Old gingham Hwy, West Jordan, Utah, 01098; UIJA (Name and address of manurfacturer) 2. Manufactured for S10CK (Name and address of purchaser) 3. Loca lion of Installation NIA (Name and a rose 4. Type+it)l�!I'ON,-,-At.. 7S00011185 -7E.0000194 NIA R-500MW,RV20 780005185.7SDO08194 2004' (Hotiz. or Vert tank) (Mfr's serial No.) (CRN) (mwing o,) (Nat11. Eld, No.) (Year built) S. The chemical and physical properties of all parts meet the requirements of material speclflcatlons or the ASUE BOILER AND PRESSURE VESSEL CODE. The design, construction, and workmanship conform to ASME Rulaa. Section VIII, Division 1 2001 to 2005 N/A N/A (year) Ad Ren (5,110) Code Case os. Special Service per UG -120(d) S. Shell; SA4;4t, 0.210 0 3' 1.0000"ID 6' 10.0000" all. (Spec, o., Urade) Ncm, Thk. (in.) Corr. Allow, (in,) Dlam..D.((L 6 In.) Length (overall) (fl 8 in.) 7. Seams: 's:I.,I:.t7LaL.l:UT'1' F;ft„L, 100% NIA N/A OFFSET SPOT 1 Long. (Warded, Dbl., Sngl., Lap, Butt) RT.(5pot or Full) Eff.(%) H.T. Temp ("F) Time (hr) Girth. (Mded, Dbl.. 970�-Uo, BttB) R.T.(Spol Partial or Full) No. of Courses 8. Heads: (o) Mat'I; SA414C (b) Mat'I .Imonunr t,w"5un crown manus KnuCICe 118CIUS IdilphrA Rat Conical Apex Harrilsphorical Flat Diameter I Side to Pressure Bottom, Ends) Thckness Allowance Angle Radkr: (Convex or Concaves END 0.185 0 N/A N/A I NIA I NIA I 18.5000" I N/A I CONtAVE wr I - I V,IGV I v I nrA I rvrA NIA ( NIA I 18.5000" NIA CONCAVE If removable, bolts used (describe other fastenings) N/A 9. MAWP psi at max. temp. 400 ^F ( a Pte, o„ r., o, o.) Min. resign metal temp -20 °F at 11, i0 psi Hydro, pneu., or comb. test prossuro HYDRO 325 psi. 10. Nozzles, Inspection and safety valve openings: Purpose � No. Diem. or Size Type MaU InOutlet Drain let Nom. Reinforcement Mat'I. Thk. How Location AUsched VOUTI.r1' 101 12.5 1coup SA -105 30009 INHERENT WELDED SHELL 01713r_'1' 01 0.,5 r -LG 9A-105 3nnnp INfICRErrr WELDED SHELL 11. Supports: Sfdrt NO Lugs NIA Legs 4 Other NIA Attached SHFI-LAIVELDEC1 (Yes or no �o7 (No.) - tuescilm) (Where and how) 12. Remarks: ManUfaturar'r, Partial Data Reports properly identfled and signed by Cornmssioned Inspectors, have been fumished for the following items of the report NIA (Name of part, item number, Mfges name and identifying stamp) U!47FFGR01r2a1) S-1 0RAG t TANK rOR 7._IQUSFZRn PETROLEUM GAS, NON CORROS7VF O.CP,N1".iEP X?1,,94i Cl. fi. S., U.T. •� Biz, CTR EYMPE: RENT TAt ^J_U1MT _ CQh .^+TF„�iy',C�C7 PER i.. T f_ �i G ?TtrlJ'.l8:r(W.8:W.' UG -3x11.1^) 1^1 AND UG -20(F) W AIC .. DFt_rRRYi:_R3:i.E3�. ._... -.. ...,....._�—_____ .. ( _....__EE+L, 7:ZMR. F..DJO COP _.._._ CERTIFICATE OF $HOP/FIELD COMPLIANCE We Certify that the statements made in this report are correct and that all details of design, material. construction, and workM2Mship of this vassal conform to the ASME Code for Pressure Vessels, Section VIII, Division 1, "U” Certificate of Authorizatton No. 23724 expires 10/27/2006 Date Co, name Arr+orir,„n welding R Tark•Gas 8 Flull Control Group•Hersco Corp, Signed i3 0 10J _„ (MAnu acturer) (Representative) CERTIFICATE SHOP/FIELD INSPECTION Vessel constructed by .ar;varic: n 4+relrllnr & 'Ibatk :.Is S Fluid Ciu'urol lens m Har::cr+ Corp, at 61520 Wst 0!d fain barn hh . 4Ucst ,iurdF , til,+r eq U,1 A I, the undersigned, holding a valid commission Issued by The National Board orl; an rassure VosmoTMnspectors and/or the state or Province UT and employed by ~ ` _CT of rlarf(urrt i,T have Inspeobd the component described .in this Manufacturer's Data Report on and state that, to the best of my knowledge and belief, the Menu ac urer 11as corstruotsd this pleasure vessel in accordance with ASME Code, Section VIII, Divis!on 1, 3y signing this carlificate nahher the Inspector not his employer makes any warranty, expressed or implied, concerning the pressure vessel described in this Manufacturers Data Repcit. Furthermore, neither the Inspector not his employer shell be liable in any manner for any personal Injury or property damage or a loss of any kind 9riaing from or connected with this inspection. Date 02;09/2004 Signed Commissions exe: was.+o UTA -11 4m AmyA( ,, u).o-Y C-f\ICDI CA -0603 00 � �� \\� . ` � \} � . \�� ".Af -------------- Ch I cot c1q- cl 59'13 1 -3.5f --r C- Lyj 7 ')D 6D .117 i 6cy Ch i cv, CA -0603 0 -12- 016- 1$.5f— �as_ L N orveW�`1 . r�_I u��r;-� bOglgr '76D 5 -C- EA. USE ONLY Flat Flan AttecMd moue Plan Attached Sant to B.D. ! 0 Z , ��51 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance NAn can6n 2L AnAinn I&I. y2-olo—//Z Owner 0 Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well 2L Clearance for -dwelling. Other 044'177 AIWm Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 um In I j I I I (I i Ii I ( I I II I II I I I I I III I I I II I L WIT oil I:{ i s I L I� j I I I 1 i I I I I KOKO, g, �LI a I I I I III 1 1 I I I I I I I I I L Ir 110 I I i iI I I I r i � 1 { I I I I i ,ol into OAK I r J is i i I i I I I I I I I 1 i I II I I I I I 1 i. q 41 a I II I .I I: I r Ie i nil v d � ILII I I � I � = I II . I I 1 1 I 1 1 I I I i 1 l I I I I I I I I r I I L I I , II I I I I i i iiI !I # ( I I I II I I II ..... ..... ,... „ . .. s I 1 it .. � i t I a 17, IIL,1p P I [ : AP : r..r.. A �. I �T2 -Y7 TOTAL.. I, r. a �...,.. 2 x k .: , .. .... ,... �, 44 .. ._.�. .., . .. JTI�I� -17 . MEN _. � ..... ,..., . e x I ... . .. I �. ___u_�.,_