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028-460-021
MISCELLANEOUS Phtovtaic Sys Grnd GROUND MOUNT SOL YSTEM 76 STONEY OAKS 13LVD )-j9,(k_A JORDAN, LARRY D D - 828 t:7 — 93 108 SARTAIN, LARRY & HAZEL 76 STONEY OAKS, BANGOR AGRICULTURAL EXEMPTION PERMIT TOOLS & FEED T, O a .. w h��Il�J I*7ft 0 i • age a 1089-91P,E HAIGHT, Jimmy &,Cary 76 Stoney Oaks Blvd, Orov (u^t^il'i'ti^ ,Aes/mh) V I' 11J' ((o J1 \ 93-2037 BPEM SARTAIN,.LARRY & HAZEL 76 STONEY OAKS, BANGOR -- - - NEW SF � jqt . 9N—k" tS Off- �1� a i 01-2456 JORDAN, LARRY &DENISE 76 STONEY OAKS BLVD. BANGOR CONT: BILL SHARP kLEC MH UTILITIES 0-4 a ELECTRIC S' vn GAS - . - �Y41' ` gS., 1__p COMPACTION TEST REQ., 'o SUPPORT STRUCTURE REQ. Allo 028-460-021 01-2654 JORDAN, LARRY & DENISE 76 STONEY OA S, BANGOR MHI , MISCELLANEOUS Phtovtaic Sys Grnd GROUND MOUNT SOL YSTEM 76 STONEY OAKS 13LVD )-j9,(k_A JORDAN, LARRY D D - 828 t:7 — 93 108 SARTAIN, LARRY & HAZEL 76 STONEY OAKS, BANGOR AGRICULTURAL EXEMPTION PERMIT TOOLS & FEED T, O a .. w h��Il�J I*7ft 0 0 ?T a �-m PROJECT: LOCATION:. OWNER: NorthStar ENGINEERING �.___.y__...._...:_..:........_.._..___._.�...._..__. Civil Engineers - Planners - Surveyors STRUCTURAL CALCULATIONS Ground Mount Solar Array 76 Stoney Oaks Boulevard, #A Bangor, CA 95914 Larry Jordan JOB NUMBER: 09-060 DATE: CODES: March 18, 2009 eVFESS/p�A _ O Tu ®R�y���� y 70554 N `'r Clilllo � '9F CAL1f California Building Code, 2007 Edition CODE ENFORCEMENT: County of Butte Building Department LOADS: Wind Speed: 85 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of ;z PC C-C)rp1.( r�i-OsSZ- BUTTIF,' C-OUNTY BUILDIN! - 0IVISION a - , 77) By: MEM NorthStar 111 MISSION RANCH BLVD. Date: 3/19/2009 ENGINEERING SUITE 100 Job No: 09-06o CHICO, CA 95926 Page 2 of ;7 530-893-1600 FAX 53171-R4-1-91 1 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. . 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE (g) = 1.5 KSF SECTIONAL PROPERTIES ALLOWABLE BENDING STRESS YIELD (Fy) _ . 42,000 PSI COOPER B -LINE "1322" U -CHANNEL WIDTH = 1.625 IN X -X MOMENT OF INERTIA (Ix) = 0.1912 IN^4 LENGTH= 1.625 IN X -X SECTION MODULUS (Sx) = 0.2125 IN^3 THICKNESS = 0.10 IN Y -Y MOMENT OF INERTIA (ly) = 0.2399 IN^4 WEIGTH = 1.91 # / FT Y -Y SECTION MODULUS (Sy) = 0.2953 IN^3 SECTIONAL AREA = 0.562 IN^2 MINIMUM RADIUS OF GYRATION (r) = 0.583 IN -COOPER B -LINE "B22A" U -CHANNEL (TWO U -CHANNELS BACK TO BACK) WIDTH = 1.625 IN X -X MOMENT OF INERTIA (Ix) = 0.9732 IN^4 LENGTH = 3.25 IN X -X SECTION MODULUS (Sx) = 0.5989 IN^3 THICKNESS = 0.10 IN Y -Y MOMENT OF INERTIA (ly) = 0.4798 .IN^4 WEIGTH = 3.82 # / FT Y -Y SECTION MODULUS (Sy) = 0.5905 IN^3 SECTIONAL AREA = 1.124 IN^2 MINIMUM RADIUS OF GYRATION (r) = 0.653 IN By: MEM NorthStar Date: 3/19/2009 ENGINEERING Job No: 0 5 =06,o Page of ,Z SOLAR ARRAY CALCULATIONS TYPICAL PURLIN TRY: COOPER B -LINE "B22" U -CHANNEL MAXIMUM SPAN LENGTH (Lspan) = 55 FT MAXIMUM CANTILEVER LENGTH (Lcant) = 1.5 FT TRIBUTARY WIDTH (Wtrib) = 6 FT UNIFORM LOADING (w) = (DL + LL) * Wtrib + WT = 91.91 PLF WHERE DL = 5 PSF Wtrib = 6 FT LL= 10 PSF WT = 1.91 # / FT MOMENT AT MAIN SPAN (M1) = w * Lspan^2/8= 347.5 FT - LBS MOMENT AT CANTILEVER (M2) = w * Lcant^2/4= 51.7 FT - LBS MAXIMUM MOMENT (Mmax) = 347.5 FT- LBS 4170 IN - LBS BENDING STRESS (Fb) = Mmax / Sx = 19,625 PSI < WHERE Sx = 0.2125 IN^3 USE: COOPER B -LINE "B22" U -CHANNEL 25,200 PSI 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 OK By: MEM NorthStar Date: 3/19/2009 ENGINEERING Job No: o g —6 6b Page y of ,Z TYPICAL MAIN SUPPORT BEAM TRY: COOPER B -LINE "B22A" U -CHANNEL MAXIMUM SPAN LENGTH (Lspan) = 8 FT MAXIMUM CANTILEVER LENGTH (Lcant) = 2.5 FT TRIBUTARY WIDTH (Wtrib) = 4.5 FT UNIFORM LOADING (w) _ (DL + LL) * Wtrib + WT = 71.32 PLF WHERE DL = 5 PSF Wtrib = 4.5 FT LL = 10 PSF WT = 3.82 # / FT MOMENT AT MAIN SPAN (M1) = w * Lspan^2/8= 570.6 FT - LBS MOMENT AT CANTILEVER (M2) = w * Lcant^2/4= 111.4 FT - LBS MAXIMUM MOMENT (Mmax) = 570.6 FT- LBS 6847 IN - LBS BENDING STRESS (Fb) = Mmax / Sx = 11,432 PSI < WHERE Sx = 0.5989 IN^3 USE: COOPER B -LINE "1322A" U -CHANNEL TYPICAL MAIN SUPPORT COLUMN AT TALL SIDE TRY: COOPER B -LINE 'B22A" U -CHANNEL MAXIMUM HEIGHT (H) = 8.75 FT TRIBUTARY AREA (Atrib) = 36.32 FTA 2 MAXIMUM AXIAL LOAD (P) _ (DL + LL) * Atrib + WT * H = WHERE DL = 5 PSF Wtrib = LL = 10 PSF WT = K*L/r= 161 WHERE K= 1 r= L = 105 IN MAXIMUM AXIAL STRESS (Fa) = P / Ax 514 PSI < WHERE Ax = 1.124 IN^2 USE: COOPER B -LINE "1322A" U -CHANNEL 25,200 PSI 578 LBS 36.32 FT 3.82 # / FT 0.653 IN 5,760 PSI 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 OK OK By: MEM NorthStar Date: 3/19/2009 Job No: 01 ego ENGINEERING Page S of �- TYPICAL BRACING CALCULATION TRY: COOPER B -LINE "B22" U -CHANNEL MAXIMUM HEIGHT (H) = 8 FT MAXIMUM LENGTH (L) = 5.5 FT MAXIMUM LENGTH OF BRACE (Lbrace) = 9.71 FT ANGLE OF BRACE FROM HORIZ. ((D) = 0.968509 RADIANS WIND FORCE ON BRACING (F) = Pw * Aw / COS((D) = 741 LBS WHERE Pw = 14 PSF Aw = 30.00 FT^2 K*L/r= 200 WHERE K= 1 r= L = 116 IN MAXIMUM AXIAL STRESS (fa) = F L Ax 1,319 PSI < WHERE Ax" 0.562 INA2, USE: COOPER B -LINE "B22" U -CHANNEL 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 0.583 IN 3,730 PSI OK By: MEM Date: 3/19/2009 Job No: 09-0 & v Page 6 of ;?- COLUMN FOUNDATION MAXIMUM WIND FORCE ON COLUMN (F) NorthStar ENGINEERING. 420 LBS HEIGHT OF BRACE CONNECTION ABOVE SOIL (X) = 2 FT MAXIMUM OVERTURNING MOMENT FROM WIND (Mmax) = 840 FT - LB LATERAL SLIDING RESISTANCE = 130 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? (YES OR NO) ENTER (1 FOR YES) OR (( 1 YES LATERAL SLIDING RESISTANCE (S1) = 260 PSF (SEE NOTE 1 FOR INCREASE) EQUATION d = (A / 2) " (1 + (1 + (4.36 " h / A)^0.5) WHERE A=2.34"P/ (S1 "b)'= 2.162 P = 420 LBS (APPLIED LATERAL FORCE) Sl-- 303 PSF (ALLOWABLE LATERAL SOIL -BEARING PRESSURE PER UBC TABLE NO. 18-1-A BASED ON 1/3 THE EMBEDMENT DEPTH) b = 1.5 FEET (DIAMETER OF ROUND POST OR FOOTING OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING) h = 2.00 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P) d1 = 3.5 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d = 3.5 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) NOTES: 1. IF 1 / 2 INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE DOUBLED. USE: 1.5 FT WIDE 3.5 FT DEEP PIER FOOTING 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 I MM NorthStar 111 MISSION DATE: 3/19/2009 CHICO, CA 95926 DA JOB NO: 0-9 --oda ENGINEERING 530-893-1600 PAGE 7 OF. -7 ENGINEERING 530-893-2113 6.5.15, Design Wind Load on Others Structures F = %. G Cf At (6-27) qZ .00256 KZ Kr Kd V21 (6-15) Ht. z at the centroid of area Af = 7 ft Exp = C Exposure coefficient KZ= 0.85 6.5.6.6, T-6-3 for MWFR Topography factor Kr = 1.00/ 6.5.7.2 Directionality factor Kd = 0.85 1/ Table 6-4 Wind Speed V = 85 mph Importance factor 1, = 1.00 ✓ Table 6-1 qz = 13.36. psf Gust Effect factor G 55-11-185 TOW 6.5.8 Force co Cf = 1.3' Figu* 6-21 through 6-23 W ttlU{j(, U3 &Y Design wind pressure, F/Af = 14.77 psf A- t a.} 322 CHANNEL B22 -Thickness: 12 Gauge (2.6 mm) -Standard lengths: 10' (3.05 m) & 20' (6.09 m) -Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) SECTION PROPERTIES 15/8" 3/8„ (41.3) ]/g„ (9.5)0-f (9.5) 9/32" (7.1) 15/8"Xx (41.3)7252 13/16" (20.6) B22 1.910 (2.84) 562 (3.62) .1912 (7.96) .2125 (3.48) .583 (1.48) .2399 (9.99) .2953 .84) 653 (1.66) B22A 3.820 (5.69) 1.124 (7.25) .9732 (ao.51) .5989 (9.81) 931 (2.36) 4798 (19.97) .5905 (9.68) 653 (1.66) B22X 6.649 (9.89) 1.956 (12.62) 4.1484(172.67)1.7019 (27.89) 1.456 (3.70) 1.1023 (45.88) 1.2027 1((4 19.71) .751 (1.91) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold -Formed Steel Design Manual. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) 20 Reference page 14 for general filling and standard finish specifications. 13/16" (20.6) 15/8" (41.3) 15/8" (41.3) 31/4" 1 X (82.5) Uty IFED APP1-'i� Y A x &.o %.*, juLz jLL%-AL.#, r r z jLxt-A-4 JLir—AAU&%& PULL—OUT STRENGTH •With Safety Factor of 3 *Maximum pullout strength for BI I & B12 channels is limited to 1550 lbs. (6670 N). ru"ut &"nth of Channel Nut W -g KOS NE ITI'm M rall IT;` _QA,. M. APP -P r,'VP-D- Rere=cc page 44 for general fitting and standard finish 7.7'"Itioas." 51 W32 N221, N221WONS21 200 990, 200 990 200 890 N721,TN221 NM ...... K. W, IMF OR M -Knit ®r ve" -,;I :g #10-52 N227, N227WO, M527 250 1110 250 1110 250 1110 N727, TN227 W S,2-4 C. Mb, t N223,N223WO,N523 750. 3330 M -750 3150 750 3330 MA TN22-3 7/t N226, N224WO, N524 1500 6670 1200 5340 1000 4450 -N726,TN226 MOM." Am-, 9 MW 516 --Il N255, N255WO, NISS 2000 9900 1400 6230 1000 4450 N555, NSSSWO 1500 6670 1400 am' 1000 4450 . . . . . . . . . . . . 9900 1400 6230 100 4450 ru"ut &"nth of Channel Nut W -g KOS NE ITI'm M rall IT;` _QA,. M. APP -P r,'VP-D- Rere=cc page 44 for general fitting and standard finish 7.7'"Itioas." 51 van 1022 BEAM LOADING DATA 1�-Line. C C a �o :o in Based on simple beam condition using an allowable design stress of 25,000 psi (172 Wa) in accordance with MFMA, with adequate lateral bracing (see Ppage 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform P0 load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. u.; Yy _ 22 Reference page 14 for general fitting and standard finish specifications. M1LI -¢SNC t ''17 ION Ream Span In. nim Channel Stfle Uniform Lbs. Loid and Deflection In. 014 '`.. min Uniform Load 1"240 Spin 1/361) Lbs. qi Dcnection Span Lbs. 6 ...(3�)..;,, '.•, 6'10...:`.:':.;(Yt610)'?:, 12 (305) 022A 26[0* (11610) .602 (05) 2610* (t16[Oj 2610* (It61o) B22X 5790* 255755 .001 .02) 5790* 25755) 5790* 25755) yt' C \`�`F4•�<•�:4: �, 4 ':�ik'� �4R -j)'4`, �� 1i�� ', i �� �ut�. F ' -�:Z, t� LRQ N ly4 y, ` , � raj. l dam' u <a � Y` a�. <'. ii>•. :QY f � �Y ��� � �J 822 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) 822A 2610• (11610) .017 (.43) 2610* (116!,0) 2610* (11610) B22X 579.0* 25755 .008 .20 5790* 25755 5790* 25755 ~ (5649) 899 (3999) 822 1135 (5049) .126 (3.20) 1135 36 (914) 022A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) 822X 5790* 25755) .029 .73) 5790* 25755) 5790* 25755) '�.� ` ;':5�`; �'l�lri'T1 �k-54 ;?4;'`s• w '�" ` i• '� k }<��`-rr-�y •z°'�;Fih } ,�f�f•(5;,� IN"^Sx'T.y.'-', ,Jr;�i;�2 r s '>.;�(4.3� r ,.< �'l'` `. �' ,^. �.•si1 -i � ,.cU. �� .gin '^ �i�V)-'is x:.�n,�,.vr,: } �' '�• 3e,u1..- �Y .`�.. k, B22 851 (3785) ,224 (5.69)~ 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* 25755 .068 1.73 5790* 25755 5790* 25755 it. ;<7'S6' L3) Sr^;::.:MR-.111 d ��� 'Ycf zap'• w. ,: �,EJ-rrn�:• ; .'kF�.,�:.•.�.i., .:'1. ��[..-�•.�� ,��-:�..r �.x, �;.�ns� ."sa,�F�1D�r'� .:�a�¢x� e�2�7��,�:�'.,,.:�M�::��� <. I� - . 75 •�,xf1�..�;�w�. R B22 B22 681 (3029) 351 (8.91) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 564525110 .130 3.30 5645 25110 5645 25110 ::1• Y?i �`� vlpr`. '1.. �Sl�x ��i.a �cp� ,n!�w y- a'� ;y7���y4y�a �e��F•"��x `i��.a ��'% :';.��`.,_'�"i�• �; >`�` �'�LA';�;cJ;' 822 567 (2522) ,505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 (20924) .188 4.77 4704 20924r 04 (20924) •1:° •t': S t�� B22 486 (2162) 687 (17.45) 248 (1103) 65 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 17935 .255 6.48 4032 17935 3682 (16378 �I G: �•�' 88 ;:,i;t;• ?.r:�,:+ c:�::4' 140. j.. 1.: ,:�y 28ti :J':�:'siS�'i .J r'':�?%i� ^:•V: «;"NR, •2-:3'_ :530 �,'S;•.1 ./'.:� i..3.. yv,�SZ;>_/:� �.�3: " •�PS'✓_- ),r�� ^R'. 0 3.,,.= �.�:i�1"�.,� 7' ,,.; �. s ;; ,`.y,+'.'•>::: ..�•�:� {2 _3�.. t"•?t«... •u4:�. �5 .:�ii�ffi::. `.._� , :Y .: �.; ,vF., ..2. i ...��•< .:;�-:�.;> �n.'.��.i•...;i%o ii^_ �&: �. ,:B4il�f� 4:yie `` �Cv2<.7r..� .3.7..63'. t , \�:'R5'< -n, •-P%'kkrr�> t 1:b.738 < �� ,�,193_�. ,.`T3' ,1y- h' :)xv �;7• �-�33 �r.1�` 3 ,.n� .���►�_. `it �:'. •:'v :._; :y„i. ��`� '7r� K i4 B22 425 (1890) .898 (22.81) 190 (,845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12,70) 961 (4275) 640 (2847) 822X 3528 15693 .334 (8.48) 3528 15693 2819 12539) ,.� •mow; :,: '±, kk, %^i% '•S•r 7 .9` +�%i� =0:1=3�� .r J,' r 25•:.:3 "" -�.�,.: f .�• '4'.. 8.. w,7:;C:i 4g:. a^�:-. i �1;Y2`;%�;' -:?a;_. $)"`;',°: r•;�t:.. ,•a..+ y S 22 ,.�:.�; ��� �-�.:,.., �'.'a:z fir:• .'5822' 20' r.1: � .�,..Y5:�.... •F4 >7r a• J.> >�.. w� : , �1';�.: `yam •� ,� .� . 8.. r>.. ��• ,, .rY�-f:; :�a,>�� r.w1�' - ;<.�. ,:ti. 1`I : I' B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755)633 (16.08) 759 (3376) 506 (2251) B22X 3136 13949) .422 (10.72 3136 13949) 2227 9906) 266" .Y '3'2 3 �;t 0. `(9, 60 i ...... a L,4 2 . 8:.. :.......: �...� .:B22A. ,,.. <. ,...., :...::::,>. Ol r)y 4 0 ....... 4-„ .7 ''s ) `i'„•��3' 'r�:r' .8:1_ `3 �+/�f,L`>'F'•v'J�'• .:Y:454 :M1, atii9 �a',,•u9•R� .... .....:..: .... .....:..•.•. :..,..,v a,-.h.+..c:..-, •, ..; ;, ., `<B22X:, :��i >2.921�<,`� ,\.. � 13'31 • ;:�.7a.x,.. •:faa: :321('-`�' .�. c-..ie'S- :='297;1::;:<•a:'���:> 3 1 _ 8 92•�r B22 340 (1512) 1.403 (35.63) 121 (538) 81 (360) 120 (3048) B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 (13.23) 2706 (12037) 1804 (8024) Based on simple beam condition using an allowable design stress of 25,000 psi (172 Wa) in accordance with MFMA, with adequate lateral bracing (see Ppage 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform P0 load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. u.; Yy _ 22 Reference page 14 for general fitting and standard finish specifications. M1LI -¢SNC t ''17 ION . B22 COLUMN LOADING DATA, "Where the slenderness ratio KL exceeds 200, and K = end fixity factor, L=actual length and r= radius of'Syr A! �.Z r wivi'y 41"S A ....... ... ........... . ..... ........ . .......... -n I Reference page 14 for general fitting and standard finish specifications. 23 Un 1) Ilei ra c c d -ht Channel Max. Column Lnaded:il Loadim, K =.81) I.Zdedil MaN. Column Loadino K = 0 (Lo.uled (a. C.G.) 1.0 In. 111111 B21 Us. N 16454 (46502) US. N 4276 (19120) Lbs. N Lbs. 10598 .(47142) 10,222 IN Lbs. (45470) 9950 N (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 2 30 (95810) 21433 (95339) B22X 469.48 (208835) 18975 (94405. 47061 (209338) 46761 aosoon 46531 (206980) IN a. W 3993 (17762) 9801 (43597) 8582 B22 931-1 (41417) (38174) 7801 (34700) 24 (609) B22A 211.64 (94142) 6898 (30684) 21373 (95672) 12 8.19 (92607) 20397 (90730) B22X. 45q47 .(204382) 18693•(84440) 46401. (206402 45198: 20!05! . 44282 (196976) I'M - H.�n 12"; 0 , 4 B22 7801 (14700) 3589 (15964) 8676 (39593) 6595 (28136) 5392 (23985) 36 (914) 922A 20397 (90730) 672$ (29927) 20866 (92816) 19619 (87269) 18669 (83044) 822X 44282 1 (196976) 18233 1 (81104) 45300 (201504) 42593 (189463) 140530 (1802801 M, B22 6193 (27548) 3118 (13869) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 7940 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 1 (186594) 17604 (78306) 43761 (194568) 38948 (173254) 35281 (156938). .42115 . V - B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) B22X 38948 1 (173249) 14471 (64370) 41779 (185842) 34260 (152396) 28529 (126903) VAR :U -2- B22 3791 (16863) 2264 (10071) 4869 (21658) 2936 (1.1060) 2381 (10591) 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) B22X 35281 (156938) 10753 (47832), 39358 (175073) 28529 (1269.03)20676 (9 1971) 71) 4 11y'R 822 3176 (14127) 1984 (8825) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) 822A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 (137659) 8206 (36502) 36499 (162355) 21875 (97305) 15192 (67577) .9 916 k 34 a 8,84 84 Y.. B22 2728 (16583) 1761 (7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357 (23829) B22X 25945 (115409) 6393 (28437) 33197 (147667) 16749 (74503) 1 11630 (51733) a q Ps. B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426** (68599) 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 (60353) 6096 (27116) 4233 (18829) 822X 20676 (.91971) 5059 (22503) 29456 (131027) 13234 (58868) 9.190 (40879) .;zi11-.:1;..-�..-' I I - -`Z - N T I A-" - I W —A."... '— .. 'Z' 29 ..... - - - - - - - - B22 2101 (9346) 1418 (6307) 2680 (11921) 1583** (7041) 1228** (5462) 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 (51786) 4937 (21961) 3429** (15253) B22X 16749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 1 (33112) "Where the slenderness ratio KL exceeds 200, and K = end fixity factor, L=actual length and r= radius of'Syr A! �.Z r wivi'y 41"S A ....... ... ........... . ..... ........ . .......... -n I Reference page 14 for general fitting and standard finish specifications. 23 TM J IF Sunny Boy 3 U800 , , _ Now Comes Standard with DC Disconnect and 4 -String Combiner SMA's new Sunny Boy 38000 PV inverter now comes with a DC disconnect and 4 -string fused combiner - standard. Over two decades of engineering experience has culminated 4 with the creation of the SB38000. Its new cast aluminum enclosure means lighter weight and better heat transfer for sensitive components. New construction and design techniques allow SMA to set the bar even higher when it comes to real-world efficiency and overall reliability. The new silver lid and near silent operation will please even the most particular users. The new SB38000, evidence that the pioneering spirit is alive and well at SMA. `N1 FR 7¢, - C TOUS tISTO New OpticoolTM Airflow Design. 1,00- 0,96 a 0,92 5 a .- 0,8e — SB38000 ��- s° Peak Efficiency: 95.6% CEC Weighted Efficiency: 94.5% 0,84-- 0,80 Ll I [E] 0 1000 2000 3000 4000 PAC IwI SMA's new 3800 watt inverter processes solar energy at an unparalleled 95.6% efficiency and is the first of a new generation of inverters by SMA to be released in America. These new inverters incorporate a cast aluminum housing used to separate the control and power elec- tronics. This new chassis design is incredibly rugged, lightweight and weatherproof. The power electronics compartment integrates SMA's new OpticoolTm airflow technology where cool air is drawn in through the bottom of the enclosure by convection, drawn around the power electronics where the air absorbs heat and is then released through a side vent. When required, this process is assisted by a temperature controlled fan. The built in meter displays system status as well as the solar energy being produced by the power plant and other key infor- mation on the LCD screen. Several meter and software options are available from your SMA supplier. For added convenience, the SB38000 now comes complete with a DC disconnect with an integrated 4 string combiner. The DC switch is rated for load -break with provision for lockout. 4 string fuses mounted in individual fuse holders provide string overcurrent protection and assist is string trouble -shooting. The DC disconnect enclosure contains 1/2, 3/4 and 1" knockouts for ease of installation. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 183 - 229 (208 V) j 211 - 264 (240 V) AC Input Frequency 59.3 - 60.5 (60 Hz) AC Maximum Output Power @ 45°C 380OW @ 240 VAC 350OW @ 208 VAC AC Maximum Output Current 16 AAC DC Maximum Input Voltage 500 VDC DC MPPT Voltage Range 200 - 400 VDC @ 240 VAC 180 - 400 VDC @ 208 VAC DC Voltage Ripple < 10% DC Maximum Input Current 20 ADC PV Start Voltage (Adjustable) 264 VDC @ 240 VAC 229 VDC @ 208 VAC Recommended PV Power 4800 Wp Max. PV Array Short Circuit Current 34 ADC Current THD < 3% Power Factor > 0.99 @ nominal power Available From: SMA America, Inc. 12438 Loma Rica Drive Grass Valley, CA 95945 www.sma-america.com Peak Inverter Efficiency 95.6% CEC Weighted Efficiency 94.5% Cooling Forced, convection Power Consumption 0.1 W nighttime < 7 W in operation Ambient Temperature Rating Up to 45°C (113°F) ambient at 380OW output power Up to 60°C (140°F) ambient at reduced power Enclosure NEMA 31Z Dimensions 17.8W x 13.8H x 9.31) in. (452W x 351 H x 236D mm) Weight 85 Ib. (38.4 kg.) Shipping Weight 98 Ib. (44.5 kg.) Compliance ETL Listed to UL1741, 3064863, IEEE "V 519, IEEE 929, FCC Part 15 A & B *61 PPR VED www.sma-america.com . 4� KD205GX=LP HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE HIGHLIGHTS OF THE NEW VALUE FRONTIER 19 KYOCERa KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD205GX-LP is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems • etc. QUALIFICATIONS • MODULE: UL1703 listed QUALITY ASSURANCE • FACTORY: IS09001 and ISO 14001 Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • Electrical isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test • Light and water -exposure test • Field exposure test LIMITED WARRANTY X 1 year limited warranty on material and workmanship X-20 years limited warranty on power output: For detail, please refer to 'category IV* in Warranty issued by Kyocera (Long term output warranty shall warrant if PV Module(s) exhibits power output of less than 90% of the original minimum rated power specified at the time of sale within 10 years and less than 80% within 20 years after the date of sale to the Customer. The power output values shall be those measured under Kyocera's standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various cell temperatures vcftngn M Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various irradiance levels 4,4 OO AP'PR"n"t 0802 ► SPECIFICATIONS KD205GX-LP ■ Physical Specifications Unit: mm(in.) 990 (39.Oin.) 36 (1 Ain.) 946 (37.2in.) 22 Mein.) 22 (0.9in.) ulC m0 N� C O) NC R sT C om ai N- - G (+) N 36 (1.4in.) ■ Specifications ■ Electrical Performance under Standard Test Conditions ('STC) j Maximum Power (Pmax) 205W (+Si/ -5%) Maximum Power Voltage (vmpp) 26.6V Maximum Power Current (impp) 7.71 A Open Circuit Voltage (voc) 33.2V Short Circuit Current (Isc) 8.36A Max Svstem Voltaae 600V Temperature Coefficient of Voc —1.20x10.1 V/C Temperature Coefficient of Isc 5.02x10'3 A/C 'STC:1n fl re 1090W/m2, AMI.Sspecbton,cellemperNre 25t TEL:(65)6271-0500 FAX:(65)6271-0600 ■ Electrical Performance at 800W/m2; NOCT, AM1.5 J Maximum Power (Pmax) 145W Maximum Power Voltage (vmpp) 23.5V Maximum Power Current (Impp) 6.17A Open Circuit Voltage (voc) 29.9V Short Circuit Current (ISO 6.82A 'NOCT (Nominal Operating COD TempemWre) :49t CCKya[ERa KYOCERA Corporation ■ Cells I Number per Module 54 ■ Module Characteristics ' I Length x Width x Depth 15Mmm(59.1in)x990mm(39.On)x36mm(1.6) Weight 18.5kg(40.8lbs.) Cable.(+)760mm(29.9in),(-)1640mm(72.4in) '■ Junction Box Characteristics I Length x Width x Depth 10Dmm(3.9n)x10&nm(4.3n)x15mm(O.6irl) IP Code IP65 ■ Others 'Operating Temperature —401C -901C Maximum Fuse 15A 'This temperature Is based on cell temperature. Please contact our office for further information ■ KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. CORPORATE SOLAR ENERGY DIVISION 298 Tiong Bahru Road, #13.03/05 6 Takeda Tobadono-cho Central Plaza, Singapore 168730 Fushimi-ku, Kyoto TEL:(65)6271-0500 FAX:(65)6271-0600 612-8501, Japan TEL:(81)75-604-3476 FAX:(e1)75-604-3475 • Kyocera Asia Pacific Ltd. http://www.kyocera.com/ Room 801-802, Tower 1, South Seas Centre, • KYOCERA Solar, Inc. 75 ody Road, Tsimshatsui East, Kowloon TELA( 52)27 3-7183 FAX:(852)2724-4501 'Hong Kong 7812 East Acoma Drive Scottsdale, AZ 85260, USA • KYOCERA Asia Pacific Pte. Ltd., Taipei Office TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 1OF, No. 66, Nanking West Road, Taipei, Taiwan http://www.kyocerasolar.com/ TEL:(886) 2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA Solar do Brasil Ltda. • KYOCERA (Tianjin) Sales & Trading Corp. Av. Guignard 661, Lois A (Beijing Office)Room 2107, Beijing Huabin International Building, 22790-200, Recreio dos Bandeirantes, Rio de Janeiro, Brazil No.8 Yong An Dong Li, Jlan Guo Men We! Road, Chao Yang District, TEL :(55)21.2437.8525 FAX:(55)21-2437-2338 Beijing, 100022, China http://www.kyocerasolar.com.br/ TEL:(e6)10.8528-8838 FAX:(86)10-8528.8839 http://www. kyocera.co m. cn/ • KYOCERA Solar Pty Ltd. • KYOCERA Korea Co., Ltd. Level 3, 113, Talavera Road, North Ryde N.S. W. 21-9870-tralia Diplomatic Center Room #406, 1376-1, TEL: )2-9870-3948 FAX:(61)2-9686.9586 Seocho-2Don Seocho-Ku,Seoul, 137-072, Korea 3-3536 tp://w http://www.kyocerasolar.com.au/ TEL:(82)2-34 FAX:(82)2-3463-3539 • KYOCERA Fineceramics GmbH http://-.kyocera.co.kr/ bud;T T�%v�, Of Fritz-Muller-Strasse 107, 73730 Esslingen Germany TEL:(49)711-93934-999 FAX: (49)711-93934-950 http://www.kyocerasolar.de/ r II q T".1',� ,' 7� ■ ��'` solar® kyocera.de F.. ,A Kyocera reserves the right to modify these specifications without notice , f"Illik LI III 0 11- AGM JORDAN RESIDENCE SOLAR ARRAY GROUND MOUNT FOUNDATION DESIGN BANGOR, CA SUPPLEMENTAL STRUCTURAL CALCULATIONS PROJECT NO. 3.1538.00 August 15, 2008 1ppptlerrrf�P 4ys QROFESSIp py BGG �C9' Zrne 2 1 -31-08 OF p _ cover IG '0�t)�6\f�P APV o� Prepared by: CSWI ST CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leveroni Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 ft TL COUNTY AUG 15 2008 0 EVELOPMENT SERVICES I ALTERNATE PIER DEPTH CALCULATIONS SEE ORIGINAL SUBMITTAL DATED JULY 145 2008 FOR DESIGN CRITERIA J Assume passive pressure = 200 pcf Per CBC Section 1804 a one-third stress increase is allowed for wind or earthquake loads and isolated poles can be designed using two times the values for short term loads Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 656 Lateral Load, lbs No := 1 Number of Piers H:= 1 Height to Top of Pier, ft ignore := 1 Ignore Depth, ft 1' Pier Diameter, in dpier:= 18 S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 2 Pr := F Pr = 656 No dpier B:= B=1.5 12 Guess Value: D:= 6 t Given A = 2.34. Pr A Hr D - 1 + 1 +4.36.— S. D .2B 2 J A ) 3 D:= Find(D,A) D = r2.6) 11.5/II 0Dpier:= D +ignore Dpier =3.6) / 2.5 1 Total Pier Depth = A:= 1. 1 11 / 3 6 �/ I r JORDAN RESIDENCE SOLAR ARRAY GROUND MOUNT FOUNDATION DESIGN BANGOR, CA i STRUCTURAL CALCULATIONS PROJECT NO. 3.1538.00 July 14, 2008 �0 �GqV "45\O ®`vD'� �O� 101, P510.� AIN WON �, LEE p. 9 OF Ch.LIF Jas BUM COUNTY i •17 20 ....vELOPMENT Prepared by: SERVICES CSW ST CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leverom Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 m Pd-mie/OD C -r 3�G,�C?B.ti�Cod2� O-lel 1A 20,2 AfA2 r. 386,4 I nAt 10-7 P . 2 L 3 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 C (S W S i T f Novato, CA 94949 Fax 415.883.9835 i I Solar Panel Wind Analysis for Residential Ground Mounted Applications Project Name: Jordan Residence Date: 7/11/2008 Project Number: Client: SPG Solar Project Address: 76 Stoney Oaks Blvd., Bangor, CA Determine Wind Loadinq based on ASCE 7-05 (Solid Sign): "*Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc.** r APS BCH EN1 VE�ING SERVICES. M. DESIGN PRESSURE i� , _�, (Eq 6-27) For the generic case_ P = q` C C, P = 17.17 2psf P = 0.1 MRS:, For the oblique wind case Pry = gzGCKI PO = j5_397pc PO = 0_-,'58Psi P1 '= qz G - C_1 Pt = 2-7.Q'1P=I Pt = 0.I593psi 2:= q` c c-, P = r36.9:1Psi, P, = 0.12 1 7Pei Pj := q= GCS. P1. = i0.17psf P3 = 0.0727p=i The design pressure is to be applied to the projected area. For the finite element model, the pressure was applied normal to the face and was .corrected by the sine of 45 degrees., or 0.707. Worst case stresses are determined for the support potes, I he torque tubes, and the aluminum raB extensions I he results show that Case C bounds Case A. for allcomponents of interest. Calculation No.: , -AES-C-6530-2) Title: IBC' Wind Anai sis for Solar Panel `,tad_ `ILC Dane 15 AUG G7 Gent ISA --hecke:f Oat_: Project No -,_ES07076530-5 Tracker Asseni6l }•..Su Supports, ind Drry-e ISP revision :Nc.: Dc�-umem lon-rol t• o.: Shee: Nc_: Nfechimism for 90 mph Wind Speed D Kf`A 7 oz 55 DESIGN PRESSURE i� , _�, (Eq 6-27) For the generic case_ P = q` C C, P = 17.17 2psf P = 0.1 MRS:, For the oblique wind case Pry = gzGCKI PO = j5_397pc PO = 0_-,'58Psi P1 '= qz G - C_1 Pt = 2-7.Q'1P=I Pt = 0.I593psi 2:= q` c c-, P = r36.9:1Psi, P, = 0.12 1 7Pei Pj := q= GCS. P1. = i0.17psf P3 = 0.0727p=i The design pressure is to be applied to the projected area. For the finite element model, the pressure was applied normal to the face and was .corrected by the sine of 45 degrees., or 0.707. Worst case stresses are determined for the support potes, I he torque tubes, and the aluminum raB extensions I he results show that Case C bounds Case A. for allcomponents of interest. 0 CSW/Stuber-Stroeh Engineering Group, Inc. C S W S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: Wind Speed: 85 MPH Cf Reduced Tilt Angle: 22 degrees Array Height: 11.4167 ft (h, height of sign) Array Width: 8.667 ft (s', width of array) Vert. Array Width: 3.25 ft (s, projected vertical dimension of sign) Array Length: 35.75 ft (B, horizontal dimension of sign) Max. Support Spacing: 8 ft Gust Factor, G 0.85 (per Aptech Report) Velocity Pressure (Aptech), qZ = 13.00 psf (see Aptech report p. 5) Velocity Pressure, qZ = 11.60 psf (scale qZ for 85 mph wind speed) Aspect ratio B/s' = 4.12 Clearance ratio s/h = 0.28 Case A & B Cr = 1.800 Case C Region Cf Cf Reduced 0 to s 2.9 N/A s to 2s 1.9 N/A 2s to 3s 1.3 N/A 3s to 10s 1.1 N/A For the generic case: P = qZ*G*Cf= 17.74 psf For the oblique case: P, = %*G*Cf, = 28.58 psf P2 = qZ*G*Cf2 = 18.73 psf P3 = q7*G*Cf3 = 12.81 psf P4 = qZ*G*Cf4 = 10.84 psf 5.875' 13,515' i 8' I 8 ME 016 4 Fpsdc /2.5l PSF 8 •b�' i7P�f' 2 169, P' -F ME -177.4 118.2 Loads: LC 1, Total Load Results for LC 1, Total Load Reaction units are Ib and Ib -ft n -656.4 1734.4 July 11, 2008 at 4:46 PM Array Reactions Array Model.r3d -13. 177 63 Loads: LC 2, Uplift Results for LC 2, Uplift Reaction units are Ib and Ib -ft 7 IE I July 11, 2008 at 4:46 PM I Uplift Reactions I Array Model.r3d Assume passive pressure = (5V Pt Per CBC Section 1804 a one-third stress increase is allowed for wind or earthquake loads and isolated poles can be designed using two times the values for short term loads Drilled Pier Depth - Nonconstrained 200 -7 -California -Building -Code ---Section 1-805.-7:2- F := 656 Lateral Load, lbs No := l Number of Piers H:= 1 Height to Top of Pier, ft ignore := 1 Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 2 F Pr := Pr = 656 No dpier B:= B=1 12 Guess Value: D:= 6 A:= 1 Given A = 2.34 -Pr A Hr D = — ] + 1 + 4.36•— S. D •2B 2 A ) 3 3.1 D:= Find(D,A) D = 1.8J Dpier := D + ignore Dpier =(2.8 4.1 Total Pier Depth = 5'-0" , `t • CSW ST 21 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: Pier Diameter: 12 inches End Pier = 5 ft Middle Pier = 5 ft Reference Table 1804.2 9 Class of Materials Friction Force(psf) 1. Crystalline bedrock 750 2. Sedimentary and foliated rock 600 3. Sandy gravel, and/or gravel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel 2.55 psf (SW,SP, SM, SC, GM, and GC Capacity (DL) 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy silt (CL, ML, MH 35.75 and CH) 143.31 R Job Site Soil Classification: Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH, and CH) Friction Force (from table): 250 psf (DL Only) 333.33 psf (Total Load) 166.67 psf (Uplift) Solar Panel Model Name: Kyocera KD205GX-LP Length: 59.1 inches Width: 39 inches Weight: 40.8 lbs (lbs.) 2.55 psf Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ft2) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 35.75 91.13 143.31 5 3926.99 5235.99 1 2617.99 Middle Pier 39.00 99.41 104.73 5 3926.99 5235.99 2617.99 KD205GX=LP HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U� LISTED HIGHLIGHTS OF THE NEW VALUE FRONTIER 18 KYOCERa KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD205GX-LP is Ideal for grid tie system applications. O10 ^ • Residential roof top systems • Water Pumping syst ms �V (� • Large commercial grid tie systems • High Voltage stand fop s.%tbrn s b\� N • etc. �v a QUALIFICATIONS \\V6 pQ� • MODULE: L11-1 703 listed • FACTORY: IS09001 and ISO 1 0'f/, QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • Electrical isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test • Light and water -exposure test • Field exposure test LIMITED WARRANTY X 1 year limited warranty on material and workmanship X 20 years limited warranty on power output: For detail, please refer to 'category IV' in Warranty issued by Kyocera (Long term output warranty shall warrant it PV Module(s) exhibits power output of less than 90% of the original minimum rated power specified at the time of sale within 10 years and less than 80% within 20 years after the date of sale to the Customer. The power output values shall be those measured under Kyocera's standard measurement conditions. Regarding the warranty conditions In detail, please refer to Warranty Issued by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various cell temperatures Module KD205GX-LP at various irradiance levels vonas. M 0802 SPECIFICATIONS ■ Physical Specifications ■ Specifications ■ Electrical Performance under Standard Test Conditions VSTC) Maximum Power (Pmax) 205W (+si/-5i) Maximum Power Voltage (Vmpp) 26.6V Maximum Power Current (Impp) 7.71 A Open Circuit Voltage (Voc) 33.2V Short Circuit Current (Isc) 8.36A Max System Voltage 600V Temperature Coefficient of Voc —1.20x10.1 WC Temperature Coefficient of Isc 5.02x10-3 A/C 'STC :Imidanoe 10WWW. AM 1.5 spectrum, cell tempertum 25t ■ Electrical Performance at 800W/m2,'NOCT, AMI .5 Maximum Power (Pmax) 145W Maximum Power Voltage (Vmpp) 23.5V Maximum Power Current (Impp) 6.17A Open Circuit Voltage Noc) 29.9V Short Circuit Current (Isc) 6.82A •NOCT (Nominal Operating Ce0 Tamp rutum) :49t :e KyOCERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushlml-ku, Kyoto 612-8501, Japan TEL:(81)75-604-3476 FAX:(81)75-8043475 http://www.kyocera.com/ • KYOCERA Solar, Inc. 7812 East Acorns Drive Scottsdale, AZ 85260, USA TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483.6431 hftp://vmw.kyocerasolar.com/ • KYOCERA Solar do Brasil Ltda. Av. Guignard 661, Lola A 22790.200, Recreio doe Bandeirantes, Rio de Janeiro, Brazil TEL:(55)21-2437-8525 FAX:(55)21-2437-2338 http://www.kyocernsolar.com.br/ • KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 hftp://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz-Muller-Strasse 107, 73730 Esslingen Germany TEL:(49)711-93934-999 FAX:(49)711-93934-950 http:/Avww.kyocerasolar.de/ solar ® kyocera.de 36 36 (1.41n.) KD205GX-LP Unit: mm (in.) 0 Cells Number per Module 54 0 Module Characteristics Length x Width x Depth 1500mm(59.lWX990mm(39.An)x36mn(1.4i1) Weight 18.5kg(40.8lbs.) Cable(+)760mm(29.9in),(•)1840mm(72.4in) ■ Junction Box Characteristics Length x Width x Depth 100mm(3.k)x103mm(4.3in)x15mm(0.b) IP Code IP65 ■ Others 'Operating Temperature —40°C —90*C Maximum Fuse 15A "This temperature is based on cell temperature. Please contact our office for further information • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(65)6271-0600 • Kyocera Asia Pacific Ltd. Room 801-802, Tower 1, South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2723-7163 FAX:(852)2724-4501 • KYOCERA Asia Pacific Pte. Ltd., Taipei Office 1 OF, No. 66, Nanking West Road, Taipei, Taiwan TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA (Tianjin) Sales & Trading Corp. (Beijing Offlce)Room 2107, Beijing Husbin International Building, No.8 Yong An Dong LI, Jlan Guo Men Wei Road, Chao Yang District, Beijing, 100022, China TEL:(86)10-8528-8838 FAX:(86)10-8528-8839 http:/Avww.kyocom.com.cn/ • KYOCERA Korea Co., Ltd. Diplomatic Center Room #406.1376-1, Seocho-2Dong, Seocho-Ku,Seoul, 137-072, Korea TEL:(82)2-3463-3538 FAX:(82)2-3463-3539 http://www.kyocera.co.kr/ Kyocera reserves the right to modify these specifications without notice ILE/11060711-SAGM Sunny Boy 38000L+'1,W!I Inte,bduicing the latest addition to the SMA line of Sunny Boys 7� Jntroclucing.'the latest addition to 4he.$69_ny Boy.Fbirii1[y.- •theriew- Sunny,.134 .38000 PV invefter..Ov4r tw'ocIec6des of engineering mdthe, creation of - gine6ring experiep.ce-h6s culminatedth. the SB38000. Its 'new"'ca. sit aluminum enclosure means k9 weight - ' ig ht a nd better heat.trbns-: fer f6rsen'sitivb coinponehts. New construction and. design techniq'u e's qllow, SMA to. set theeven higher when h -it.c* m6s.torea o' ddmbar' 0,11 efficiency,and overall reliability: The — new silver color and near silent oper . ation,will please even theirnost particular 6sers.'The- new SB3800U, -evidence that the.pioneering,spin is alive li" -and `vvell`6t'SMA . us New Opticoolw airflow design. 1,00- 0.96- 0,92 0,ee S538000 g Peak Efficienq: 95.6% GEC Weighted Efficiency. 94.5% O,e4— 0,80 0 1000 2000 3000 4000 PAC M1 SMA's new 3800 watt inverter processes solar energy at an unparalleled 95.6% efficiency and is the first of a new generation of inverters by SMA to be released in America. These new inverters incorporate a cast aluminum housing used to separate the control and power electronics. This new chassis design is incredibly rugged, lightweight and weatherproof. The power electro- nics compartment integrates SMA's new OpticoolTMt airflow technology where cool air is drawn in through the bottom of the enclosure by convection, drawn around the power electronics where the air absorbs heat and is then released through a side vent. When required, this process is assisted by a temperature controlled fan. The built in meter displays system status as well as the solar energy being produced by the power plant and other key information on the LCD screen. Several meter and soft- ware options are available from your SMA supplier. Specifications Inverter Technology Real sine -wave, current Peak Inverter Efficiency 95.6% source, high frequency PWM CEC Weighted Efficiency 94.5% AC Input Voltage 183 - 229 (208 V) 211 - 264 (240 V) Cooling Forced, convection AC Input Frequency 59.3 - 60.5 (60 Hz) Power Consumption 0.1 W nighttime AC Maximum Output Power @ 45°C 380OW @ 240 VAC <7 W in operation 350OW @ 208 VAC Ambient Temperature Rating Up to 45°C (113°F) ambient AC Maximum Output Current 16 AAC at 380OW output power DC Maximum Input Voltage 500 VDC Up to 60°C (140°F) ambient DC MPPT Voltage Range 200 - 400 VDC @ 240 VAC at reduced power 180 - 400 VDC @ 208 VAC Enclosure NEMA 3R DC Voltage Ripple <10% DC Maximum Input Current 20 ADC Dimensions 17.8W x 13.8H x 9.31) in. (452W x 351 H x 236D mm) PV Start Voltage (Adjustable) 264 VDC @ 240 VAC 229 VDC @ 208 VAC Weight 85 Ib. (38.4 kg.) Shipping Weight 98 Ib. (44.5 kg.) Maximum Recommended PV Power 4800 Wp Max. PV Array Short Circuit Current 34 ADC Compliance UL 1741, E210376, Current THD <3% IEEE 519, IEEE 929, Power Factor > 0.99 @ nominal power FCC Part 15 A & B SMA -America, Inc. Grass Valley, CA 95945 Solar Today... �&�,/ , 530.273.4895 www.smaamerica.com Energy Tomorrow F} F��� s � I aDJUSTaBLB-TILT GpounD R ounT The M Adjustable -1 i/t Gromid ;ilount , ),stent maximizes PV' sut- c'e area per pilhn-,,, drastically reducing installa- ri(m fim e, Jlrurulafiurr requirements and f labor costs. Pre -drilled 1O, 20. 30. 41.) r/greeWks: and acrd ali,,,nnte rt pins allow for "out nJ the boy-" latitude versutiGtt• and li►rr,-fetor `�: - ;� Is rrrrlurrlrllydJ!l571r1)rJrttit ; ' ' • • : 1 1 ` e - e e • tom..: e � .. - -. .I �• • � ` � IMV•, �.r . it .{ < <�.. r � y' �c • Y : i r"' e — . - *`�#•�.�'O � .,t � �� �T:�r �� -!�L.1'F � Jw:: -.k 4 ,w W :r..�r,-•C.,w . :i• e•a 4 .-It 1 q 6•. a • c o ir' �'� '.s,. a�•�a i''�,. -..��� ���°�--��,•�—_. Talc. - • • :: ••• .:•i: o ay .iw i_• --3 ', }• 1'� � � ,.. ` • � � �• ••:Ile 11 - - For more information on Thompson Technology this product and other Industries. Inc. available products, 61 Paul Dr; e please contact us at: San Rafael, CA 94903 Tel: 415.446.0103 Fax: 415.507.1759 Email: f'.;rU �U^1:7n`U3Jn!c C.C�nY; www.thompsontec.com 20042007C,;. V6 • a u"b ;V4 N t ::G .% •'e :•.d eu 50 CHANNEL NUTS & HARDWARE zmocx�cuxvxn �:eaa��.c,Fvar.:r: w:..::: ...:......... . RESISTANCE TO SLIP -With Safety Factor of 3 l® COOPER B -Line Resistance to Slip of Channel Nut Reference page 44 for general fitting and standard finish specifications. CHANNEL NUTS & HARDWARE PULL-OUT STRENGTH -With Safety Factor of 3 -Maximum pullout strength for B 11 & B 12 channels is limited to 1500 lbs. (6670 N). COOPER00 B -Line Pull -Out Strength of Channel Nut it E a V E a sn C U. a •:... �u sit 2 a a� y a� U meg: oa Reference page 44 for general fitting and standard finish specifications. 51 N221, N221 WO,N521 118-32 200 890 200 890 200 890 N721,TN221 N222, N222W0, N522 #10-24 250 1110 250 1110.... 250..:-.' ,• •N722T11'222 " .:1.110 410-32 N227, N227WO, N527 250 1110 250 1110 250 1110 N727, TN227 t/4"-20 FN224, N224,N224WO, N524, N724, � 450 2000 450 12000 •:2000:. TN224, BFN-6, BMS -6, BMT -6 .450.,�° 18 N223, N223WO, N523, N723, TN723 BFN-8, BMS -8, BMT -8 750 3330 750 3330 750 3330 6 FN228, N228, N228W0' N528, N728, TN228, BFN-10, BMS -10, BMT -10 1100 4890 1000 4450 • • :.7000 :: " .• 4450 7/m"_14 N226, N226WO, N526 1500 6670 1200 5340 1000 4450 N726, TN226 `.. • : N225, N225W0,1 725, TN225, 1/2"-13 BMS-D42,'13MTD-12 2000.: 8900 ..: 1400. --:.6230.': ;'-.1000:*-.,* .4450 6670 "•1400 ' 6230 1000. '1-4450 ' N525, N525WO, TN525, BMS -12, BMT l2 1500 N255, N255WO, N755, TN255 2000 8900 1400 6230 1000 4450 6670 1400 6230 1000144450 N555, N555WU 1500 3/4„ 10 N275, N275WO, N775 2000 8900 1400 6230 • t000 6670 1400 6230 ' 1000 N575, N575WO 1500 7/8"-9 N278, N278WO, N778 1500 6670 1400 6230 1000 Pull -Out Strength of Channel Nut it E a V E a sn C U. a •:... �u sit 2 a a� y a� U meg: oa Reference page 44 for general fitting and standard finish specifications. 51 CHANNEL SELECTION CHART for Channels, Materials and Hole Patterns go COOPER B -Line The selection has been prepared to provide a reference for available channel, materials and hole patterns. Material types available for various hole patterns are defined by numbers j thru g. Some stainless steel channels with hole patterns are available on special order only. "Metric equivalent for thicknesses shown in chart. ''j - Steel 12 Ga. = 2.6 mm 18 Ga. = 1.2 mm - Aluminum 14 Ga. = 1.9 mm .105 = 2.6 min 3 - Type 304 Stainless Stec] 16 Ga. - 1.5 min .080 = 2.0 mm 4 - Type 316 Stainless Stec) Properties may vary due to commercial tolerances of the material. f BK style channel available in four (4) channel sizes and one (1) hole pattern only. (Example BK221-1 112) Reference page 14 for general fitting and standard finish specifications.v U.< a H•2 15 Channel Part Numbering Example: 4 Channel Type Hole Patterns Material/Finish Length B I I SH (pg. 40) GRN 120 B12 S (pg. 40) GALV 240 B22 t 1-1178 (pg. 40) HDG B24 t TH (pg.41) YZN B26 K06(pg.41) SS4 B32 SHA (pg.41) SS6 B42 S58 (pg. 42) AL B52 t M (pg. 42) B54 t H25 (pg. 43) B56 li 112 t (pg. 42) B62 • Leave blank for no hole pattern B72 E7016 f BK style channel available in four (4) channel sizes and one (1) hole pattern only. (Example BK221-1 112) Reference page 14 for general fitting and standard finish specifications.v U.< a H•2 15 Lr, B22 CHANNEL B22 -Thickness: 12 Gauge (2.6 mm) -Standard lengths: 10' (3.05 in) & 20' (6.09 m) -Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs,/1't. (2.83 kg/m) SECTION PROPERTIES 822 1.910 (2.84) .562 B22A 3.820 (5.69) 1.124 822X 6.649 1 (9.89) 1.956 Calculations of section properties are ba 00 COOPER B -Line 15/8" 3/8,. (41.3) 3/g+, (22.2) J 9/32" X Y - X (7.1) 15/8" (41.3) 7252 (18.4) IY 13/16" (20.6) (3.62) ,1912 (7.96) .2125 (3.48) 583 (1.48) 2399 (9.99) .2953 (4.84) 653 (1.66) (7.25) .9732 (40.51) .5989 (9.81) 931 (2.36) 4798 (19.97) .5905 (9.68) G53 (1.66) 12.62) 4.1484 (172.67) 1.7019 (27.89) 1.456 (3.70) 1"10231(45.88)11.2027 (19.71) .751 (1.91) 1 on metal thicknesses as determined by the AISI Cold-Fomted Steel Design Manual. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) 20 Reference page 14 for general fitting and standard finish specifications. Y 15/8+, (41.3) 3114" X X (82.5) Y 13/16" (20.6) I5/s" (41.3) Irk ';2 t C: 22 B22 BEAM LOADING DATA0 COOOER B -Line Based on simple beam condition using an allowable design stress of'25,000 psi (172 Wit) in accordance with I'ViPMA, with adequate lateral bracing (see page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply imiform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. Reference page 14 for general filling and standard finish specifications. B22 2610 (11610) .014 (.35) 2610 (11610) 2610 (11610) 12 (305) 1 B22A 2610* ((1610) .002 (.05) 2610* (11610) 2610* (11610) -777777 1 B22X 5790* (25755) .001 (.02) 5790* (25755) 5790* (25753) _ -•2269. '.031 (.79) .469. JIM -.;•:2269.:`' :(10093 -2610'- '2610*. '2610* 1.1610 ) 3790* 25755) (.07 57900:, 0575 '5790* `05755) B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A 2610* (11610) .017 (.43) 2610* (11610) 2610* (1 1610) B22X 5790* (25755) .008 (.20) 1 57900 (25755) 5790* (25755) B22 1361 L., '087� .. .. 42.21) ' '..1361 0 .4 :-: 2 P94 5.750). :.'t.:".B22A .-�610-. '01610) -'-(2575-3) -.'.033 -tt'(-84) :201V t.. .01010). L 104�' .'(116 0).: 't B22X " .017 '.-.5790* 57_j . '5790* . ..(25755) B22 1135 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (11610) 26100 (11610) B22X 5790* (25755) .029 (.73) 5790* (25755) 5790* (25755) . t'. t M22 ..:972 :-;172 :(4.37 :972 (4323) ::.-t660. -.x(293 W) to t.::. B22A 2610* .31) 1 .2610'•.• "(11610) .16 10 'B22X .1 .(257551':' J1.17) 5790* - B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X (25755) .068 (1.73) 5790* (25735) 5790* (25755) .5790* B22 756 '-�138 (3363): t.59 '.'(2604) '::399 -.(1775) ;..,-54 :0VO .: t - S22A '�'.-"(9519) :t(4.01) * -2138 j .(S 1510)'�`: i624 :' : 00) : 0. 13221 .5700- 125755) .097 " 12A) 579 00 "'(2 5790* "(23755) B22 681 (3029) .351 (8.91) 4-85 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110) .130 (3.30) 5645 (25110) 5645 (25110) ..::B22 'A24 :(IQ.77) -4 '01 '(1784) .:'267.`.:..:.:(1187) 6 ()676) t. *-'B22A 749 mg.9) :1749 t J355.". (6027) B22X `5132 (22928) -.159 :'i01) -'5132 (22828) 5132 '(22828) B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 (1829) 822A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 (20924) .188 (4.77) 4704 (20924) 4704 (20924) -:022 t '-'524 (2331) " ' .(15.00) '1287 - (1276) 'J91 P) 78 - t :(0981) t B22A :.. - '- ...'-.1480 ' '330 .j8t3$). A ..455 J6472) 1970 - ::(43) S) - . t 4342 :09314) '-.'220 '(5.59) %4342 (193 tt 14 -4270 .0 (18994) B22 486 (2162) .687 (17.45) -248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 (17935) .255 (6.48) 4032 (17935) 3682 (16379) -:.B22 .'-454 `42019)'-' - .7$9 (20104) : I -..-: 216. tt" - '(96.1 . .1 . 144. t B22A• i283 �3'7.0 7) .-A40 A093 (4862) ::-729 t.:.: VZO) t. . B22X '3763 :--('16738) '293 '(7.44) 3763 ., (16738) 3207 mm) B22 425 (1890) .898 (22.91) 190 (845) 126 (560) 96 (2438) B22A 1202 (3347) .500 (12.70) 961 (4275) 640 (2947) B22X 3528 (15693) .334 1 (8.48) 3528 (15693) 2819 (12539) 1 t' -1122 '.400 :..ifl ?7P) -1,013 i - W-73).' -t 168 �:(747) A 1Z - ". 8) ..: J49 22A .B 1132 1�035):- * 1"(1476ilit (3785) '567 '(25 222X 3320 -':(14768) :.377 3320 ' .2497-' 11107 B22 378 (1681) 1.136 (28m) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 (13949) .422 (10.72) 3136 (13949) 2227 (9906) ..'--7777777 822 -- '.; . .. t' -.358 - z 41592) j266.:: :(32.15).. - 134 -090) (400) -,306 '(17. -.454- . .9 `:(201 B22X '297, "(13215) 47 111.96) -032115) 1 99 "(9892)*'-' B22 340 (1512) 1.403 (35.63) 121 (538) 81 (360) 120 (3048) 1 B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) . B22X 2822 (12553) .521 (13.23) 2706 1 (12037) 1804 (8024) Based on simple beam condition using an allowable design stress of'25,000 psi (172 Wit) in accordance with I'ViPMA, with adequate lateral bracing (see page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply imiform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. Reference page 14 for general filling and standard finish specifications. B22 COLUMN LOADING DATAcoo R s -Line Hel :,ng :t ,,, , , ,:,, , , I , 1:13 m B22 110454 (46502) 4276 (19120) 10598 (47142) 10222 (45470) 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) 1822X 46948 208835 18975 (84405 47061 (209336) 46761 208003 46531 206980 ' :(44260) .. 4153 ', (18473)...: 10253. .(a560Z) : 9481:: .:(42173):: .8955 •(39834) " 18 :.B22A '21433. .(99339) 6959: (30955) `. 21551. :',05863):" 21239.. : (94476) ':. 21001 :(93417) `B22X 46531 206980 18859 83899 46787 -(208 i 19 46110 205107 45593 (202808 B22 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 24 (609) B22A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X 45947 (204382) 18693 (84440) 46401 (206402) 45)98 (201051) 44282 196976) • B22 '.: ' :. 1582: ;(38174) : 3802. (16912) 9268 (41226) 7601.' ; (33811) : .6595. :(29336) .30. :. ;. (762)'::.. . 'B22A :.:: 20819.: ..(92607) ;; 6821. (3034,1) .. 21145. '(94057)..' 20279 ;(90205) :.: 19619 :(87269) B22X 45198 201051 18485 82225 45906 (204200 44026 195837 42593 189463 B22 7801 (34700) 3589 (1 s964) 8676 (38593) 6595 (28336) 5392 (23985) 36 (914) B22A 20397 (90730) 6728 (29927) 20866 (92816) 19619 (87269) 18669 (83044) 822X 44282 (196976) 18233 81104 45300 201504 42593 189463 40530 180286 ": B22 .:' .:': :69.98. .;(31128) .. 3360 (149 46) :: :8048 :':(35799) . .5595::(24888) :•.:: 4944. (19768) 42 _ '(1067) ; : B22A ''„ J9898. ; (8$511) .:.6.620. ;(29447) . 20537 ;,(91353) ' 18840 :{83804) :17546 (78'048) B22X " 43198 (192154)' 17940 (79801) 44586 "(198328) 40901 (181937) 38092 169441 B22 6193 (27548) 3118 (13869) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 186594 17604 78306 4376) (194565) 38948 173254 35281 156938) B22.:: 5392: (23985),, 2864. .(12740)` b746. ::(30008); 4090: p8193).:', 3310 (14723) 34 ..'' : (1371) : ' :B22A .18669: .(83044) 6263 (27859) . 19276 ;(87745) 16920.. : (75264) .: 14782 ,(65753) B22X 40530 (180286 16973 75499 42825 (190495 36733 163396)' 32092 (142752) B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 293 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) B22X 38948 (173249) 14471 (64370) 41779 (185842) 34260 (152396) 28529 (126903 22 ..":. ' :42 2 .-. :(18691) , 2434 (10827) :5441. .(24203) : 3242 .(14421) : 2634 (11716) 66. ' . (1676) B22A 17134..? `:(16216) `. 4587 (26404) .' 18712 ':,(83235).' 14521. .(64592) ';: 11328. '•:(50389) B22X 37198 (165465 12431 '(55296 40624 180704 31525 140230 24593 (109395 B22 3791 (16863) 2264 (10071) 4869 (21658) 2936 (13060) 238) (10591) 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) B22X 35281 (156938) 10753 (47832) 39358 (175073) 28529 (126903) 120676 (91971) .1456. :.'(15373).' 116 , (9412) „ .4412 , .(19625) 2680.: `(11921).;' 2166• :(9635) •78 . • (1981) . B22A .:', :15291. (68018) :: 3456. (15373) _ 17496 '(77826) ; 11642. .(51786) 8715 {36097) B22X 33197 147667 9366 41662 37984 168961 25275 (112429 17617 (78364 22 3176 (14127) 1984 (8825) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 137659 8206 (36502) 36499 162355) 21875 (97305) 15192 (67577 -'..'B22 ' :2936:' ?.(13060) ; 1867 .; (8305) :. 3724 (16j.65).; 2270. ' (10097).: 181 :(8078): .:90 ' , `..(2286) . B22A .`: ; ;13141 ; : (58454). ; 2667 ..(11863) :; '16077 .(71514) . .8778 , --'(39046).-'--. 6096.. (27116) SM ''' '28529 126903 9227 ' 32147 34903 159256 19057 84970 ' 13234 58668 B22 2728 (16583) 1761(7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357 (23829) B22X 25945 (115409) 6393 (28437) 33197 (147667) 16749 1 (74503) 11630 (5)733) B22 : `` ..2545.':. (11321),, ?1664. (7402) 3225 (14345), 1951 :, ';.(8678).;:. 1542'! ':(6343) 102.:1 B22A :': 10678 .:'(47498) ' 2093.:. , (931.0) :. 14455 164399) .` :6834 .(30399),; :4746. :,(21111) 23182 "(103118) 5672 '25230 31382 *(69594)'*14836 (65994) I0303 (45830 B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426•0 (68599) 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 (60353) 6096 (27116) 4233 (18529) B22X 20676 91971 5059 22503 29456 131027 13234 58868 9190 40879 ' :1122 `:..:2234 ; ..(9937).'! 1494 '(66,45) :. 2842 (12642) 1694. (7535) :':. 1322" 114, . '. (zs95) ..; :•:B22A :• `B22X `8548..: ?(38023) : 7675 (7451) .12630.. :.(561.81). 5471 '' (24336) `. 3799• . ':(16899) '' 18558 82550 4539 20190 27420 121970 11877 '52831 8247 36684 B22 2101 (9346) 1418 (6307) 2680 (11921) 1583•' (7041) 1228" (5462) 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 (51786) 4937 (2 961) 3429'• 1 (15253) B22X IG749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 (33112) **Where the slenderness ratioC) L exceeds 200, and K - end fixity factor, L - actual length and r = radius of gyration. Y to a Reference page 14 for general fitting and standard finish specifications. 23 CO CHANNEL HOLE PATTERNS COOOER B -Line BUSH THRU B56SH SH TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart M BiiSH 12 Ga. (2.6) 31/4" (82.5) 97 (4.37) B12S 12 Ga. (2.6) 27/16" (61.9) 2.39 (3.51) -,B.m. U Ga. J2.6). .A `1.85 1.82 B24H17/8 B24SH 14 Ga. (1.9) 15/8" (41.3) 1.34 (1.99) B26SH 16 Ga. (1.5) IS/$- (41.3) 1.07 (1.59) B32SH 12 Go. (2.6) 13/81, (34.9) 1.62 (2AI) 12 Ga. 12 r -'T" (25 7(25.4) • 77f537 652H17/8iiba] B52SH 12 Ga. '(2.6) 13/1 13/16".-,. 420.61 .1-19 (1.77) B54SH 14 Ga. (1.9) 13/16" (20.6) .91 (1.35) B56SH 16 Ga. (1.5) 13/16" (20.6) . 80 (1.19) MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart M Blis 12 Ga. (2.6) 31/4" (82.5) 2.94 (4.37) B12S 12 Ga. (2.6) 27/16" (61.9) 2.36 (3.51) -,B.m. %12 Ga 1.3): `1.85 B24H17/8 B24S 14 Ga. '(1.9) 118" :.(41.3) -3.32 (1.96) -1 B26S 16 Ga. (1.5) 15/8" (41.3) 1.06 (1.58) B32S 12 Ga. (2.6) 13/8" (34.9) 1.59 (2.36) 12 Ga. 12 r -'T" (25 7(25.4) • 77f537 652H17/8iiba] B52S 12 Ga. P/16"] (20.6) -1.16 B54H 17/8 B54S 14 Ga. (1.9) 13/16,--[ (20.6) .89 (1-32) B56S 16 Ga. (1.5) 13/16" 1 (20.6) .79 (1.17) BlIH17/8 THRU B56HI718 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart 40 Reference page 14 for general fitting and standard finish specifications. .yrs 12 Ga. (2.6) 31/4" (82.5) 3.00 12 Ga. (2.6) 27/16" (61.9) 2.42 1.3): `1.85 B24H17/8 14 Ga. -(1.9) 15/9'!:; '(4 1 .4.36 B26H 1718 16 Ga. (1.5) 15/8" (41.3) 1.09 (1.62) B32H17/8 12 Ga. (2.6) 13/8,, (34.9) 1.65 (2.45) #!.RP 17/8 12 Ga. (2.6) -'T" (25 :.�'-1.39�:*. ..(2.07) 652H17/8iiba] 1.22 B54H 17/8 14 Ga. (1.9) .93 (1.38) 1856H 17/8 16 Ga. (13) .82 (1.22) 40 Reference page 14 for general fitting and standard finish specifications. .yrs 90° ANGLE FITTINGS coo R s -Line B496 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 85 Lbs. (38.5 kg) +1 23/8" t ,(60.3) 67/8" (174.6) :'9/16" X 29/16' SLOT (14.3) (65.1) t. (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 68 Lbs. (30.8 kg) 31/2" (88.9) p! 13/32" (10.3)`._ \ 9/16" X 29/16" SLOT ® } (14.3) (65.1) ® 41/8" \ (104.8) 1 B496-1 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG -Wt./C 58 Lbs. (26.3 kg) :23/8" (60.3) 47/8" (123.8) 9/16" X 29/16" SLOT (14.3) (65.1) t 7/8" (47.6) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -WtJC 87 Lbs. (39.4 kg) 21/4" 31/2" (88.9) .....\ n, 1/2 (12.7)...= Me' X 29/16" SLOT (14.3) (65.1) B371-2 THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 61 Lbs. (27.6 kg) 15/16" (33.3) 9/16" x 11/2" SLO,r i, (14.3) (38.1) \ > 25/8" 'x(66.7) 37/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 180 Lbs. (81.6 kg) 9/16" x 11/2" SLOT--) (14.3) (38.1) 31/2" ®:'.:.....,,..._.133/4„ (88.9) 4" (95.2) ). (101.6) • `.`:' d B113 B109S FOUR HOLE ADJUSTABLE TWO HOLE TAPPED CORNER ANGLE CORNER ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN -Wt./C 256 Lbs. (116.1 kg) -Wt./C 33 Lbs. (14.9 kg) 9/16" x 11/2" SLOT•(2)33/4„ 1-.5/16"-18 TAPPED (14.3) (38.1) (95.2)A(47.6) 7/8„ (1524)•85/8" ..,(41.3) (47.6) Reference page 58 for general fitting and standard finish specifications. (168.3) B521 TWO HOLE BUS DUCT ANGLE -Standard finishes: ZN, GRN -Wt./C 37 Lbs. ()6.8 kg) 1/2' L' / 117/g-- (12.7)1''_ 1(47.6) 2" (50.8) ..i.Y y 67 •:E ANGULAR FITTINGS �aaeaanmyx-�eeoenr._ce•,..•�,. �a.......... ....... . B147 -B152 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN B243 -B253 FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN B162 -B165 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN Y-.- (27.035/16" (84.1) 00 COOPER B -Line 311/16" (93.6) A 31/2" %... (88.9) ®® B322-8332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 -WtJC 58 Lbs. (26.3 kg) 3" (76.2) (27.0) 4T70) B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 17/8" (47,)l 1 s° e �T 1 35/8" (92.1) .� I i r P 68 Reference page 58 for general fitting and standard finish specifications. r••A 13/4" 15/a" (44.4) ® j (41.3)...�i i B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -Wt./C 100 Lbs. (45.3 kg) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 76 STONEY OAKS BLVD Owner: Permit No: B08-1364 APN: 028-460-021 JORDAN, LARRY D Issued Date: 07/29/2008 By KCG Permit type: MISCELLANEOUS PO BOX 91 Subtype: Phtovtaic Sys Grnd BANGOR, CA 95914 Expiration Date: 07/29/2009 Description: GROUND MOUNT SOLAR SYSTEM (530) 679-0945 Occupancy: Zoning: MR Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage Remdl/Addn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530)533-5988 (530)533-5988 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B7998 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License S P G SOLAR INC 759086 / B C46 C10 / 01/31/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURyttlat LanWice ed under provisions of Chapter 9 (commencing with Section 7000) of Division he Business and Pro a ions C.and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and thebasis is in full fnd 7C. 7- 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]; 07/29/2008 Please check one of the following: COntraCt" na u Date - 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 WORKER ' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED WHAVE as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: action 3700 of the Labor Code, for the performance of the work for which this permit is issued. f The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the OLD REPUBLIC AICW91740800 Exp. Date: 04/01/2009 Cartier: Policy Number: Contractors License Law.). (This section need not a completed if the permit is or one un re ollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS X 07/29/2008 ISSUED, I shall not employ any person in any manner s0 -as -t" subject to the Workers' Compensation Laws of Califomia, and agree the *frhould become sub ct to the workers' compensatio clion 3700 of t Labor Code, I shall forth 'th comply with those Owners Signature Date provisio _X� _ 7/29/2008 I hereby certify that I have read this application and state that the above information is correct. 1 agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signat a Date WARNING: E TO SEC RE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, th,pe and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS 5100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) uanceiof this t is the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any side 1 , et, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the abov entioned p plopfor inspection purposes. I hereby certify that I am the pro r am thorized to a o the pro arty owners behalf. CONSTRUCTION LENDING AGENCY �"� � - �� (�,,, � 07/29/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for _ PrL Int f Date O_ ittA�ContNractor the performance of the work for which this permit is issued. (3097 civ. code) Owner OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip �T BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. 'M 13 6q BIN # CIN FILE "When tiled, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name \ — �Jo Address , First Name C va 2R Mailing Address 7U 0 d City 2 State Zip 959 Phone Fax E-mail Fax CONTRACTOR Name Address , City oa_0'1/M State co Zip g `� Phone Is Y3_ Is 7 8 Fax S� V E-mail Lic. # 7y? `S.? Q U Class 3 G -ID c.- APPLICANT INFORMATION ARCHITECT/ENGINEER Name City O 2ovf ,(e, Address Zip '9T 7 (_ 5. City Fax '53-3 ^ 5q Y State Zip Phone Fax E mail State License Number APPLICANT INFORMATION Name o l eLt"v+-�! Address City O 2ovf ,(e, State Zip '9T 7 (_ 5. Phone.,. �3 ^ 5 � u � Fax '53-3 ^ 5q Y E-mail APPLICANT SIGNATURE X PROJECT LOCATION AN 0Z�— 't�Lj,-vUv Property Address c� ! City WORKER'S COMPENSATION Policy Number Carrier r If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: r -T ov Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning _ Flood Zone SRA Yes No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1364 Location: 76 STONEY OAKS BLVD Parcel Number: 028-460-021 Date: 07/17/2008 Owner Name: JORDAN, LARRY D Phone: (530) 679-0945 GROUND MOUNT SOLAR SYSTEM Signature of Applicant: FILE Date: 07/17/2008 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C 0 0 0 0 0 �Lg National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1364 Location: 76 STONEY OAKS BLVD Parcel Number: 028-460-021 Owner Name: JORDAN, LARRY D Description: GROUND MOUNT SOLAR SYSTEM Date: 07/17/2008 By: KCG Sub Type: Phtovtaic Svs Grnd Phone: (530) 679-0945 By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 07/17/2008 N el -I - � �. 028-460-021 01-2654 JORDAN, LARRY & DENISE 76 STONEY OAKS, BANGOR M141 COUNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION '°. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT MI—IAR4 ASSESSOR PARCEL NUMBER ZONING MR BUILDING PERMIT OWNER LARRY AND S8 JORDAN TELEPHONE 629-0445 SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS BANGOR76 MIRET OAKS BLVD, 95914 CONTRACTOR'S NAME WER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 1 BUILDING` 79s5'TONEY OAKS BLVD, BANGOR Ener Plan Checking Energy g Fee $ $ PERMIT FEE $ i 7 nn LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IT Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 0 Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W +R!".001— PERMITFEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, OR LESS 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 CIBSS LIC. NO. 4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ;0: 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. ❑ 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 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 Main Service 200, TO tOooA 46.00 NEw CONST. DWELLMIG OCCUP. OR`c OCCCS Aoc�� 3.SQF°: MU NoN RESID. @7.50 POWER APPAMTUS 8 SINGLE OUTLET US Ex. Occup. OUTLET OR FIXTURES B20 ® 1. 0, Ex. Occup. ouT>Frs(RR9 o.O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number (The above sections need not be completed if the permit is for work of a valuation j of one hundred dollars ($100) or less.) \C] 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 H 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 - Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction'�� of structures over 3 stories in height. Mobile Home Installation Fee $ n Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ .t143. LY) HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE V 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. t ' Jai By Date PERMIT EXPIRES ON Ir, /C -- I pate) ReceiptNo. J36bbS/:4 J*U!U WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF bEVEOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND -PERMIT' nl-96,;zL ASSESSOR PARCEL NUMBER 028-460-021 ZONING MR BUILDING PERMIT OWNER LARRY ANT) DENTSE, JORDAN TELEPHONE 629-0945 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 76 qTONRY OAKq BLVD, BANGOR 95914 CONTRACTOR'S NAME OWNFR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23 00 BUILDING App ISTONEY OAKS BLVD, BANGOR / (� Ener Plan Checking Fee Energy g $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT WiAgYree 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 1� Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: MHI Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (9]20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR LESS 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: -;E< 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. ❑ 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 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 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 (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' 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 crthwith comply wi h those provisions. ` X Date Signature of Applicant ':_0 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEw coNsr. DWELLNG Occup. 3.50 FT. ( FT. NRA cors . Mu�i�i-ourLEsT NONRLSID. @7.50 POWER APPARATUS h SINGLE 011fLEi CIR. Fac. Occup.OUTLET OR FIXTURES SAL @ ';00 Ex. Occup. OUFIXTLETS p� D) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Coolingi Hood ! 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ 100 QQ Energy Inspection Fee $ Gcc CONST. TYPE TOTAL FEE $ "" n HAz D. FEES IMP X FLOOD CDF PARCEL PD HD IssU This permit is hereby issued under of the Butte County Code and/or indic o for hich fees have By /�✓ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 0 lilt 31 AZ__ (Date) Receipt No. 336685/$143.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California' 95965 • Telephone (530) 538-7541 'RAS 12'96 APPLICATION AND PERMIT <�i a Mil /N0 .s slssoR PAncL2 MJMaEA zoNINO BAL .!O - c BUILDING PERMIT OWNER � TlLLPNON! C�6S. OWNpi9 S0. FT. OCC. BUILDING VALUATION WUUNOolvr-, 23.00 ZADD7M rTlLlP/gN! 20.00 Misc. Wiring CONTRACTOR'S WLLUNO ADDRESS CONSTRUCTION LENDER LEND EAS►WLNO�AOORESBFire II lace ARcNrrEcr OR ENGINEER Total Valuation S LICENSE NO. Filing Fee $ ARCMECT OR ENONEQLS MAUNO ADDRESS 20.00 Permit Fee $ euaowoRE$s Plan Checking Fee L ce (�D �►i �. C Energy Plan Checking Fee $ �f • S ,Or '2 SUBMIsoNISNAAM L R PEEL � G— PERMIT FEE _ , PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Tra 7.00 SF ❑ Duplex ❑ Mobllehome ❑ Other Solar or heat um water heater 23.00 srP„ Water piping 15.00 TYPE OF WORK Each as water heater or vent 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gas i in Stem 1 - 5 outlets 1 5.00 _ Describe Work: Ql�� �/� y� Building sewer 15.00 Mobile Home S G H1 ��� 020.00 ' A PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 FL �� % �, I ©25 Main Service SOOV OR LESS x" OR LESS 23.00 Main Service 200A TO IOOOA 40.00 NEW CONST, OWa& OCCUR OR ADDNS. a ACC. Bin S. 3.5. s_O NEW MULTI -OUTLET NON•RFSrO. BRANCH urs @7.50 *PERAAIT FEE PAID SRA - - SHERIFF OTHER AA 6VNT RECEIVED s "RECE=PT NVAASlR '" a TO 0E PVT ZNT�p COIYIPVTER Ex. Occup. OUTLET OR FMW7MES zo ® 1.00 Ex. Occup.ol�9EO APPES;p.oEA BAL .!O 5.00 Tem ora' Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE ! MECHANICAL PERMIT Filing Fee 1 20.00 6.50 rtriMlT FEE _ Mobile Home Installation Fee $ 00"', Energy Inspection Fee $ oc� TO L FEE $ 3 NAZ. D. rR:Es 1`lApO7 COF d I M I wSSLE 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 PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AN (Rev. t 2/96) D PERMIT � .sSESSORPARCELWMBEA _ Z�"� BUILDING PERMIT OWNER TELIPNONE ,... C _ SO. FT. OCC. BUILDING VALUATION OWNER'S WAILING ADORES ' Qn iv or 1 CONTRACTOR'S NAME TELFPIgNE CONTRACTOR'S MALING ADDRESS CONSTRUCTION LENDER LEaDEA s LwuNo AOOR£se - Fire lace Total Valuation S Filin Fee Permit Fee E S 20.00 ARCHITECT OR ENGINEER LICENSE NO. ARCIfTECT OR ENGINEERS MAILING ADDRESS -BUIDNO RE 9 Plan Checking Fee Energy Plan Checking Fee S b :O 20.00 Misc. Wiring S 23.00 .OTNO SUBDIVISION'S NAME PARCEL MAP PERMIT PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Eacr. Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W tg720.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service aroov OR LESS x. oR LEss Main Service 2WA TO IOOOA 23.00 46.00 NEW CONST. OWEI, OCCUP. OR ADDN9. i ACC. BIAS. NLWGUM I.MULT{.OUTLU 3.5¢x. NON'ReSID BRANCHUrn; ) 07.50 *PERJIAIT FEE PAM SRA •• SHERIFF OTHER AMOVNT RECEMb *RECEI" "jk%M To Be PVTnaoCOMM i Ex. OCCU OUTLET OR FORUREs BAL SO Occup.o,9ID.EA MED ESoEx. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ MECHANICAL PERMIT I Flinn Fee _ 20.00 6.50 Mobile Home Installation Fee $ QQ, c:, Energy Inspection Fee S occ OON9T. TYPE TOTAL FEE $ NAL. D. FEES IMP I FLOOD I CDP I PARCEL I PO I ND I BSUE 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 PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 .l PERMIT APPLICATION DATA SHEET OWNER: :� ASSESSOR PARCEL NUMBER: Q Proposed Building Use: Building Inspector: T(P. Date: %%)-) At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... 9. Manufactured Home Data and Installation Instructions including Ti Feesof $ 1 w" !�i . ........................ ................ .......................�.....j.�...�..�. 1. Impact Fees as shown on the attached schedule....[ ..d ...... ........)'i'1...U.....�i�!tiIDA .......... .. � ❑ 12. California Department of Forestry Plan Approval/Fees................................................................ ❑ 13. Flood Elevation Certificate................................................................................... ............... ❑ 14. Sanitation and Plot Plan Approval Environmental Health Department.......... ` ❑ 15. City of Chico Plumbing Permit............................................................................................................. 1 ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... f . ❑ 17. Planning Approval for (A) Use: ©�C_ (B) Parking: ........... Io -23 O 1 LAO ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage egal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................ ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number.........................................m.................:.......... Owner -Builder Verification (❑ Given to Owner, wiled to Owner). tQd.�. lD.`. • �� G_ ❑ 24. Letter of Signature Authorization.......................................................................................................� ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ 1W7. Manufactured Home Utility Clearance..I.rl.... Pr.0j4,1!s_S .................................................................... joAa U1 ❑ 28. Existing violations and/or expired permits.......................................................................................... 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Ch ck to H.C.D. $ ..................... 30. Other en you issue the permit, process as follows: ❑ Mail to Owner, ❑ Mail to doLactor. [fele hone 42fi �- (�9 y F_ and hold for pickup at office. Ll Deliver with Inspector. �;�en�5,e JGr�Ar] eClnt 'I' ��e.�oh) Applicanx�, a d� Date:. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other Date: By: 1. Index permit Application for the above items number ❑ Plan Check List 2. Additional items required: � � Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By Contractor, designer, owner, was advised of the above required data by: ❑phone, L3 mail, ❑Building Division cou ter, By Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division unfer, By Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Buildi vis' counter, By Plans reviewed by: Date: Plans reviewed by: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by- Yellow Copy - Department of Development Services - Building Division — Date: — Date: — Date: Da[e: Dater 4 Date: , BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 60'. -Jeb r UAJ �r 0 AJBuilding Department No. P*A4_ 07 8— 1/& — 0 ;_0 A.P. Number Jurisdiction: City County 111%, *-` 1, o r Ve Prop" Owner Property Location/Address Subdivision G'JJ A e. -,-,r o Lot No. I 78V ............ ..................................................................................................... nt Sq. Footage Residential D'evelopme No of Living M obie Home Addition/ *Supplemental to (Group R) l Units Installation Conversion Permit # *(No foundation inspection):: ................................................................................................................... Commercial/Industrial New Addition (Floor Plans reviewed by School District Personnel) District Identification No.' 04-1,1397- School District certifies that HP VJ Sq. Footage (Including Exterior Roofed Areas) lal.;;L F //, / - Date (Applicant) 6 p7 ? -(Street Address)(Phone Number) M-wqA( 9/ (city) has complied with the requirements bf Resolution' No. representing square feet. School District Representative (State) (Zip Code) by payment of $ IAB 2926 $ IFULL MITIGATION $ _Date,' Paid by Check # Remarks: 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 66020(a), 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 sighing 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 (CECIA), 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) feeform.xis (10/98)dmm' A OWNER -BUILDER VERIFICATION 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 ther labor and materials for construction of the proposed property impro ent : YES NO D 2. T HAVE e HAVE 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 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: X PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Ver cation is required by Section 19831. and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION I 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 parry 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 pian to subcontract, you shouid 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 contractors or subcontractors, then you may be an employer. ♦ 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 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 State 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 co=.unity 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. r rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code: OVER L, PLANNING DIVISION -BUILDING PLAN APPROVAL Use: O Date: I o - r,� o Parking: Landscaping: Other: Signature: 1. Owner's,Name: 2. Assessor's Parcel Number: 3. Installer's Name: OWI-JelL 4. Is the site currently under permit? Yes[ ] No[X] Permit No. 5. Is the site an existing site? Yes[(] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? / e>o Amperes. 7. What is the mobilehome site circuit breaker rating? 5 Amperes. 8. What is the electrical rating of the mobilehome site? �o G Amperes. 9. Is the main service remote from the mobilehome site? Yeskj No[ ] If it is, what is the rating? c?dp Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] Nop(j If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[(] None[ ] ♦ . 12. Size of gas pipe at the mobilehome site , from the meter or tank: 3lY inches. . 13. What is the gas pipe length from the meter or tank to the mobilehome?;?p / (ft.). 14. What is the mobilehome gas demand? IJ1 A.: B.T.U.* *(This information is not required if the pipe length is fess than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION i'I"E COI. IL.®ING DEMME* May 1995 APPROVE -0 8.5 -t Mobilehome Manufacturer: FLcET L -Oh ap : = Manufacture Year: 9g�o If other than single wide, furnish Setup Model Number: Width:�A(ft.) Length: Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ✓l—Other: SUPPORTS: Concrete block[LI'Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 e 1 Line 2 Line 2 ................................................................................................ Main Beams Line2 ; ;.................................................................... ine 2 Line 1 Line 3 Line 2 .......................:........................................................................ Main Beams Line 2 Line I ................................................. ine S Tag or Triple ine 4 ine 1 Line 1 Piers: k, Size minimum: $ x r/1. Spacing maximum: ` A ` From ends-maximum: Line 2 Piers: Size minimum: [ $' ] x 116 ]. . Spacing maximum: From ends -maximum] Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front):' a Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` r s 1 a OVER lt^<. TIAL RE$IDEN 028-17-6-113 93-2037 BPEM SRTAIN, LARRY & HAZEL { M 76 STONEY OAKS, BANGOR } NEW SF • - I y i N •_ 3 �611 t O t tCE COPY • r Address Date .�. tv . GAS 6y Dat 1� . r` Meter t Meter I •F Address GAS Date-� I Meter By e ELECTRIC Date meter BY JOB; FINALEQ (Date) Signstyrn i � V=OK ' O=Not OK - -Not Applicable } = Not Ready MOBILE HOMES Date/Initials MOBILE NOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) ti 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance -J Date/Initials MOBILE NOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector - 4. Electricity; MH Test -Crossovers -Breakers -Clearances' ` 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test:Regulator-Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftra.-Connectors Shthg -Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings Date/Initials POOLS (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, Distances-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 V=OK , O = Nat OK fa - = Not Applicable RESIDENTIAL' (Single & Duplex) = Not Ready Date/Initials UNJDERFLOOR Plans OK except #'a 1. ning-Setbacks-Easements-Flood-Slope AV I 2 g., Main; Soils-Elec. Grnd.-/ ' Ftg. pth 3. Fig., Garage; Soils-Steel-Elec. Grnd.- Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 91 9 o wns and Special Anchors ab; Ste l Wrapped 8. Pie replace Ftg. Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. pe; Size -Anchors - yard gas pips a -teat ater e; Test -Anchor -Regulator -Service Test ectric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Jolsts-Vents-Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUM Permit OK except #'a r H • ant -Access -Combustion Air -Baffle Wadr-Pips; Test & Anchor -Nail Protection W.V.; Test -Fittings & Anchor -Nail Protection .1 we n; Test, First Floor -Tub Access 2 st Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials E RICAL Permit OK except #'a 22,fixtal6l Transformer Clearance -Ins. Protection 3. Eiec a tacies Spacing -Lights & Switches at Doors Siz xes & No. of Conductors -Stapled nstalled Close to Edge of Studs & C.J. 6. ound made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance,Circuts in Kitchen & Conductor Size/GFI _2 Ire— ad Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. 92±r -Al Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Wetkaifiq. ❑ Yes ❑ No 0. -Riser Conductors & Ground -Main Disconnect 1. ip. earances Panels -Motors -Mach. Equip. es Closet Light -Shower Light -Spa Light 3. Smoke Detector Date/Initials MECHANICAL Permit OK except #'a 3 a Insulation & Support 3 ant Fan; Exhaust above insulation 3 ndensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials I0 Plans OK except #'s 3 ils, Proper Material & Anchors 40. tuds-Nailing, Spacing & Bracing -Plates -Sound wring Walls over Girders & Floor Nailing Stop in Walls (ret proof) 43. Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) X45. Hanaers-Post Caos-Anchors-Connectors p�6. ging'. Joist-Rftr. ties-Purlin=roof B =Truss-Shthng.-Rfng. 7 replace Ties or T place Throat clearance aa. uic Access;.bize rpaiex vrotect! raft Stop -Ina. Baffles Windows or Exiting.-DooR-Sill Hgt. & Dimensions %--3fl.'Garage,Fire Protection Framing 1. Party Line Firewall & Openings moors -One 3' -Check Garage -3rd Story, 2 Exits 5 -Width-Headroom-Rise-Run-Landing-Fire Protection 54. plywood onjaoof Overhang -Attic Vents -Rafter Outriaaers 55. SNailing Veneer IL-dCStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ t Glezi g Area -Glass Protection -Skylights -Plastic lls; Nailing -Bolts 59. 1 ngylailen-Walls-Ceilings 1--ro. Infiltre n -Wells -Windows Date/Initials FINAL Plana OK except #'s P, -F --t. Steps -Door & Sidelight Protection -Landings 62ySmoke Detector 8 urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64.,,8edroom Exiting 65�G:F.1. & Bath Fixtures & Tub Access -Spa %'Elec. Trim & Subpanel; Breaker Sizes & Labels 61,4tairs & Rails 68. aplace or Stove; Clearances -Hearth 6 ec. Outlets at Wood Panel; Int. & Ext. 79,4t.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71,-Elec. Outlets & Receptacles at Kit. Counter �arege Fire Door, Swing -Landing -Closer 7,A, -<C. Duct in Garage -Damper r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 15-PIb., Elec. & Mach. Equip. Listed for Location 7�Elac. Receptacles in Garage; (G.F.I.)-Romex Protection 77. ulation-Foam-Looked in Attic 0 Yes 78. ��l7 Guard Rails & Deck Construction -Post Caps A. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ArVes O No; Walks es 13 No; Plante 13 No tucco; 82. . Unit; Disconnect, Electrical, Plumbing 83 nta Above Roof; Pibg.-Appliance-Fireplace: Clearance to Openings 84_. -Water Well; Disconnect, Electrical, Plumbing 8,-EMerior Elec. Trim; G.F.I. Receptacle -Underground t dilation Throughout House Comments at Final: Protection pjWns from Previous Inspections est -Meters Tagged; Gas -Electric & Sewer Connected -C/O to Grade -HD COUNTY OF BUTTE - DEPARTMENT OF PUB I S 7 County Center Drive - Oroville, California 95965 - Telepho e 9 6. 53 -7541 APPLICATION AND PERMIT PERMIT NO. 93-2037 ASSESSOR PARCEL NUMBER 028-170-113 ZONING 1AR BUILDING PERMIT OWNER LARRY & HAZEL SARTAIN TELEPHONE 679-2004 S0. FT. OCC. BUILDING VALU TION 1708 R $92,232 OWNER'S MAILING ADDRESS 10900 LAPORTE ROAD BANGOR, CA 95914 474 M 8,932 CONTRACTOR'S NAME OWNER TELEPHONE 1 90 C 2,470 CONTRACTOR'S MAILING ADDRESS Fireplace "A" 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 104.734 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 615.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 307.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 76 STONE & OAKS BLVD, Permit fee $ 957.50 PLUMBING PERMIT Filing Fee 15.00 BANGOR, CA 95914 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 2 SUBDIVISION NAME PARCEL MAP 55-28 Water piping 1 7.00 7 00 Each qas water heater or vent 7.00 7 00 USE OF STRUCTURE SF M Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 QQ Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK Neve Addition E] Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 BDRM. _ 9 Permit Fee $ Contractor ELECTRICAL PERMIT FiIingFee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 200ATO1o0OA) 37.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license IS In full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM OR ADDNS. ACC. BLDGS. 3.60sq.ft. 76.35 NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS &) \SINGLE OUTLET CIR. EX. Occu Occup(OUTLETS OR FIXTURES 20 76a FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EAJ I .3.00 Temporary service 15.00 15.00 o Mobile Home Facilities 15.00 Misc. H g 15.00 Permit Fee $ 124.85 Contractor - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate VI f Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling •�� Hood 6.50 6.50 Ventilation 2 4.50 9.00 Perrnit Fee $ 48.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.3 I also agree to save, indemnify and keep harmless the County of Butte against all liabil' ies, judgments, costs, and expenses which may in any way accrue agains d County in con quen a of the granting of this permit.^ r X Date t 7 " lc of Applont - Owner Contractor LJ F-1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40-00 con,��TYPE (/ N TOTAL FEE $ 1 279.85 I HAz DFEES MP I FLOOD CDF PARCEL PD ___ �?J I This permit is hereby issued under the of the Butte County Code and/or sionsSignature work indicated above for which fees 01 DI By PERPAT EXPIRES Date applicable provi- resolutions to do have been p id. RKS Da Receipt No. _ 14'149() WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ^r'..4,�..•..ti..r,r.-�.'�.nn(•�-i�f'+s+,.+t•"`'`4�^H.�-i,r",,,.... �.,��+rv"^i.-.r^,�n%�� �'.',��i�iil�i.�`'a"'Xt�'�siy+�ir-'n',:+w�f'K°"-ba"r1�i�t�--yr., `«r�+ ^r 7:"'�"•.,-. r- 'COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SER'EPHON ES BUILDING DIVISION 7COUNTYCENTERDRIVE - OROVILf_ CALIFORNIA 95965 - TE/ (916) 538-7541 PERMIT / Proposed Building Use APPLICATION DATA SHEET A P Nno Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... r c JI 8 - Engineered truss details and layout in duplicate (required prior to plan check). . . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10.:Fees of $ ............................... 11. Impact fees as shown on attached schedule. .............................. 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by California Engineer. . . f 14. Sanitation and plot plan approval Oki) Health Department . ............ 7 3 15. City of Chico plumbing permit. ............. 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 1,8. Contact Land Development about (A) Improvements (B) Drainage. . { �1 . Driveway permit (construction approval required prior to occupancy). .. .. .. . I st 20. Pre -inspection for required. .. 2 e�" �9 �spectuo (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... A XV!Owner-Builder Verification (Given to owner , Mail to owner )........... Recorded copy of Agricultural Acknowledgement Statement . ................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed!of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... . 29. Documentation of legal access . ..................... :................... � 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... r 32. Plan check list . .................................................... . 33. 34. When you issue the permit, process as follows: tLooOMail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other 12 Parcel Creation AcreageApplicant G1 Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submittedp mit 's ance: (Circle new item not checked above). 1. Index permit for above items No. 2. Addi 'oval items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Cou Br y -Date Plans checked by Date S -Z--3 Plans approved by Date 3� Sets of plans on hold in Copy - Department of Public Works cabinet AP folder 1:111. 1 Is1: ONLY Phil Phan Atludicd Floor Ilan Atuichvd ,; J�.nt to I1,1). �� l"' 110: Bui';linb ]�cp�lrtmcn1, COUNTY OF BUTTE FROM: Environmental Health BUILDING DEPT SUBJECT: Sanitation Clearance AUG 1 1993 A-2 /� T Ownet / Location f�gr�Cw2 v Plan Approved for: Sc �� arc Disposal Water Su►>►>I: Public .Public. Clearance for 3 bedroom home. tiler I ld flnak for: Final cl'erance O.K. for: c,2?— / 70 --113 A Pii Private Well Environmenta 8/92 pecialist ,. _ v -_ to • '�'�� COUNTY OF BUTTE BUILDING DIVISION i DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE sg"'�/v OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. I— Date —7 Inspector REV 10/92 w RESIDENTIAL PLAN CHECKING GUIDE- 8/91 (S.F., DUPLEX &• MISC. ONLY) r Bldg. Permit # F-9-0097 OWNER A.P. # Plan Checker 1 -fCo- GENERAL �ing requirements: (sideyards and number of permitted living units). 2�! Valuation. 3�.�P -ans signed by designer. 4!! Proper description of work on application. �E-xisting violations on property. Fi.i Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). --�,—Recorded notice of violation. PLOT PLAN mplete parcel size and dimensions. Setbacks, sideyards, easements, etc. her buildings or structures. + — rading, fills, drainage. Flood hazard. especial conditions on creation map, ustible, and foundations). �FAU & FAS road setback. (noise, CDF, fire sprinklers, non-comb- -Z-.---B-uilding or utilities across lot lines (Record form). FT.onp PT.AN V-. C lete to scale plan with dimensions. Required windows for light and 'ventilation (Se6.!.1.205). Re u'red windows for second exit (Sec. 1204). -ts (Chapter 34 & Sec., 5207). an impact glass (Sec. 5406). .,,, -r, ;�► uire room sizes, ceiling heights (Sec. 1207). ,s in baths, garage, kitchen, and exterior outlets (Article Li fixtures, switches, receptacles, and exterior receptacles enance of mechanical equipment. Lo tions of water heater, heating and cooling equipment, other r gas equipment. ge firewall, door size, and closer (Sec. 503(d)(3)). 1 3'0" exterior exit door (sec. 3304 (f). 1 ireplace and wood stove location, alcoves, and clearance. 1 Smoke detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). for main - electrical n and bracing or engineered design (Table 25V) 2. unusual shape, size, or split level house requiring lateral design. 3—Clerestory requiring balloon framing and/or engineering. e -story building requiring engineered calculations and plans. ndation plan complete enough to construct building. 9( Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct $,--Roof construction details complete enough to construct building. —F-�eplace construction details and talcs if necessary. 16--'er ties or bearing ridge beam. 1�Y G age door or porch header sizes. Stud heights. adobe soils - special foundation design. r4 -7 -Retaining walls requiring design. T5 ---Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MI CELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). itar' rail details (Sec. 1711 & 3306(j). ck or stone veneer (Chapter 30). 4erior plaster — weep screeds (Sec. 4706). 5per roof pitch for roof convering (Chapter 32). 6 oof covering type — (fire hazard). 7. oam nsulation — protection. halls and stairways. Living area over garage — complete 1—hour separation required on garage side including supporting walls and posts, etc. 1 . wo exits on three—story dwellings (sec. 3303 & see Mezannines — 1716). 1 A tic access and ventilation (Sec. 3205). l�derfloor access and ventilation (Sec. 2516). 14 Combustion air for fuel burning appliances — L.P.G. requirements. 1s requirements on duplexes. 1 ergy design. Flashing at all exterior openings. ,1-7'.�CDF responsible area requirements. �//Z(' f43 ama Ms'" Fes. JorS-` 7 IE To AA�//11 Date 7 Time p'PM WHILE YOU VVEINIE OUT M Qcs---, of Phone ��- �'i 2-C Area Code Number Extension TELEPHONED PLEASE CALL CALLED TO SEE YOU I I IWILLCALLAGAIN WANTSTOSEEYOUl I JURGENT RETURNED YOUR CALL E XMIM MMM" Operator E A S T M A N > 4C200 -to 1 -e4 x 5 51 ic� �► W ry—A . On .5hee,7 - --,i 6-� co l8 � loon Jo k S+ 5 w i 11 Yee- TS L's . COUNTY OF BUTTE - DEPAM ENT OF PUBLIC WORKS BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER :S ' ���1 A.P. NO. — PROPOSED BUILDING USE ��✓ DATE / REC. # DATE REC 5 . - School District Fees r)40 61 (paid at District Office) .......................... 2.. Sheriff Fees (paid at Building Department) Residential .......... Z - Xi4ko =$ unit amt. Commercial(per sq.ft.) X. =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) % _$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) ... ... 5. Drainage District Fees (Contact Land Development) ,,,,,,.... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District A.P. Number tj ,OQ _ 1-70,/1 Jurisdiction City Property Owner Property Location/Address ,Subdivison Residential Development Commercial/Industrial 7 7 0 No. of Living MHI Units ) New Y Building Department No. [] County 20 Addition Addition Sq. Footage L O i (Group R) i. Sq. Footage (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 9,4000. a-, ��g,� School District certifies that ��'��'► (Applic nt) (Street Address) (Phone Number) (CRY) IE (State) (Zip has complied with the requirements of Resolution No. 0 c— q i) ` by payment of $ g • �y representing 7 0 8 square feet. School District Representative Paid by Check Number 3 05 Remarks: Bank Number b - •7 <1 % 7 Paid by Cash lol a9/9 3 Date 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 (CEQA), this,project maybe subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION 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 labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/he-�— �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 Contractors License No. 4. I plap to:provide por.tio6s.of this work, but I have hired the -following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors 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: waa� — Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and . 19832 of the -California -Health -and Safety Code. - This verification must be completed and returned to our office before we are per- mitted to issue the permit. u CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R ----- ; Title: 51708SE Run: 371 24 -Jun -93 Project Address: 76 STONEY OAKS BLVD. 51708SE BANGOR, CA. Building -.Title: S1708SE Building Permit # Document Author: MICHAEL F. SROKA Telephone: 742-6148 Plan Check / Date Compliance Method: CALRES2 Version 1.30 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: BUILDING�SHELL INSULATION 1708 ft2 SFD Single FamilyiDetached 135 deg (East), - 1.00 Slab on grade Component Insul Assembly ,, i . (ft2 ) ----- ( in) ----- Type --------------- R -value U -value ---------------- Location/Comments ---------------------------------------- Grade WILDING DEpARTMENV 815.0 �;Door 0 0.330 Outside / FRONT 'Door .0 0.330 Unconditioned / GARAGE Door 0 0.330 Outside / PATIO ;Wall 13 0.088 Outside 'Wall 13 0.088 Unconditioned Floor 0 0.722 Grade Floor 0 0.295 Grade 'Floor 19 0.048 Unconditioned .Ceiling 38 0.025 Attic Slab Perimeter 0 0.900 Outside Slab Perimeter 0 0.720 Outside Slab Perimeter 0 0.550 Unconditioned FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type ----------------- Window East ----- ----- ----- 52.0 0.870 2 ---------- ---------- Med Blind Bug Screen -------- Overhang -------- Metal Window North 33.3 0.870 2 Med Blind Bug Screen Overhang Metal Window North 109.3 0.870 2 Med Blind Bug Screen None Metal ,Window South 24.0 0.870 2 Med Blind Bug Screen None Metal Window South 10.0 0.870 2 Med Blind Bug Screen Overhang Metal Window East 16.0 0.870 2 Med Blind Bug Screen None Metal THERMAL MASS Type----- Exposed? Floor Yes Floor No Area Thick (ft2 ) ----- ( in) ----- Location/Commentsksu � rk --------------------�-�WU --------- 493.0 3.5 Grade WILDING DEpARTMENV 815.0 3.5 Grade APPROVENp CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: S1708SE Run: 371 24 -Jun -93 HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type Htrs Factor (gal) R-val Standard—Gas Standard StandardGas ----------------- Storage gas ---- 1 ------ 0.65 ------ 50 ----- 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name . fraction type boiler? boiler pump? ------------------------------------------------------------ Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas• 785 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name, Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None a Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- T CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: S1708SE Run: 371 24 -Jun -93 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR MICHAEL F. SROKA MICHAEL F. SROKA DESIGN & DRAFTING SERVICE DESIGN & DRAFTING 4140 DAN AVENUE 4140 DAN AVENUE MARYSVILLE, CA. MARYSVILLE, CA. 742-6148 742-6148 me. - - a 190AN qw, Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: S1708SE Run: 371 24 -Jun -93 Project Address: 76 STONEY OAKS BLVD. S1708SE BANGOR, CA. Building -Title: S1708SE Building Permit # Document Author: MICHAEL F. SROKA Telephone: 742-6148 Plan Check / Date Compliance Method: CALRES2 Version 1.30 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 20.28 Space Cooling 14.72 Water Heating 13.05 Total 48.05 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 24.07 11.84 11.55 -------- Complies 47.46 Yes 1708 ft2 SFD Single Family Detached 135 deg (East) 1.00 2 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 16226 ft3 Conditioned Footprint Area: 1351 ft2 Ground Floor Area: 1308 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name ------------ (ft2) ------- (ft3) -------- Type -----=------- Type ------------ (ft) (ft2) HOUSE 1708 16226 ------ ------ Conditioned CEC-Standard 8'0" 20.5 OPAQUE SURFACES Surface Area U- Insl Tru Slr Construction Type ---------- (ft2) value ------ ----- Rval Azm Tlt Gns Type Location/Comments Zone = HOUSE ---- --- --- --- ------------ -------------------------- Door 20.0 0.330 0 135 90 Yes CEC_30-Wood Outside / FRONT Door 17.8 0.330 0 135 90 No 2868 Unconditioned / GARAGE Door 17.8 0.330 0 315 90 Yes 2868 Outside / PATIO Wall 363.0 0.088 13 135 90 Yes W13.2x4.16 Outside Wall 507.6 0.088 13 45 90 Yes W13.2x4.16 Outside Wall 149.2 0.088 13 135 90 No W13.2x4.16 Unconditioned Wall 37.0 0.088 13 225 90 No W13.2x4.16 Unconditioned Wall 21.0 0.088 13 45 90 No W13.2x4.16 Unconditioned Wall 436.0 0.088 13 225 90 Yes W13.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: S1708SE Run: 371 24 -Jun -93 OPAQUE SURFACES continued Surface Area U- Insl Tru (ft) Slr Construction Type • ---------- (ft2) ---- value ----- Rval ---- Azm Tlt Gns Type Wall ,-- 524.8 0.088 13 --- 315 --- 90 --- Yes ------------ W13.2x4.16 Wall 13.0 0.088 13 90 90 Yes W13.2x4.16 Wall 13.0 0.088 13 180 90 Yes W13.2x4.16 Wall 123.0 0.088 13 225 90 Yes W13.2x4.'16 Floor 493.0 -- 0 -- 180 No Slabl40E Floor 815.0 -- 0 -- 180 No Slabl40C Floor 43.0 0.048 19 -- 180 No FX19.2x8.16 Ceiling 1351.0 0.025 38 -- 0 Yes R38.2x4.24 PERIMETER LOSSES Perimeter Length F2 Insul Type ------------------- (ft) Factor R-val Zone = HOUSE 135 ------ ----- Exposed 60'0" 0.900 0 Covered 105'0" 0.720 0 Exposed 29'0" 0.550 0 FENESTRATION SURFACES Fenestration Name -------------- Zone = HOUSE Wl W2 W3 W4 W5 W6 W7 W8 W8A W9 W9A W10 W11 W12 W13 W14 W15 W16 W17 Area Tru Open Type (ft2) Azm Tlt Type Location/Comments Outside Outside Outside Outside Grade Grade Unconditioned Attic Insul Depth (in) Location/Comments ------ ---------------------------------- 0 Outside 0 Outside 0 Unconditioned Glazing Frame Charactr Type Name Wind 4.0 135 90 Fixed Metal Double Wind 4.0 135 90 Fixed Metal Double Wind 14.0 135 90 Slider Metal Double Wind 33.3 315 90 Slider Metal Double Wind 10.0 315 90 Slider Metal Double Wind 10.0 315 -90 Slider Metal Double Wind 10.0 315 90 Slider Metal Double Wind 18.0 225 90 Slider Metal Double Wind 6.0 225 90 Fixed Metal Double Wind 33.3 45 90 Slider Metal Double Wind 10.0 45 90 Fixed Metal Double Wind 4.0 45 90 Slider Metal Double Wind 16.0 45 90 Fixed Metal Double Wind 10.0 90 90 Slider Metal Double Wind 10.0 135 90 Slider Metal Double Wind 10.0 135 90 Slider Metal Double Wind 10.0 180 90 Slider Metal Double Wind 16.0 135 90 Slider Metal Double Wind 16.0 315 90 Slider Metal Double Comments COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: 51708SE Run: 371 24 -Jun -93 GLAZING CHARACTERISTICS ' Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name - Type Panes value Only Shade Type Shade Shade Type Shade Double Clear 2 0.870 0.880 Med Blind 0.630 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Vol Cond- Above Left Right Name ------------ Height ------ Construction Width ------ Mass Name -------------- Depth (in) ---- Glazing Extension Extension Wl 610" 8" ------ 8'0" --------- -------=- 1'4" 510" --------- 8" W2 610" Slabl40E 0 Grade 8" 8'0" 3.5 28 114" 18" 510" W3 316" 410" 610" 1'0" 6" 212" W4 6'8" 510" 12'0" 114" 6" 616" W12 510" 210" 210" 1'0" 6" 6" W13 510" 210" 210" 1'0" 310" 110" W14 510" 210" 210" .110" 1'0" 310" W15 510" 210" 210" 1'0" 6" 6" FINS Left Fin Right Fin Fenestration -------------------------- Exten Dist -------------------------- Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name ------------ Height ------ Width ------ Depth ------ Height ------ glzng ----- glzing ------ Depth Height glzng glzing ------ ------ ----- ------ None THERMAL MASS SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass ------------ -------- -------- ------------ None Comments -------------------------------- Vol Cond- Area Thck Heat duct- Construction Insd Mass Name -------------- (ft2) ----- (in) ---- Cap ---- ivity ----- Type . ------------ Rval location/Comments ---- ------------------------- Zone = HOUSE FLOORI 493.0 3.5 28 0.98 Slabl40E 0 Grade FLOOR2 815.0 3.5 28 0.98 Slabl40C 2.00 Grade SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass ------------ -------- -------- ------------ None Comments -------------------------------- COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: S1708SE Run: 371 24 -Jun -93 HVAC SYSTEMS System Name Zone = HOUSE GasFurn.78 ACsplit10 Duct Location System Type Efficiency and R -value Furnace 0.78'AFUE 1 Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.65 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? . boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated IPilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE, (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 78% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) -------------- ------------- ------ -------- None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Insul Insul diam (iri) thck (in) R-value ------------------------- Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Siandards 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER I ENFORCEMENT Building Envelope Measures * §I50(a): Minimum R-19 ceiling insulation. §150(b): Loose fill Insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *§150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. /3 §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 California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory In Climate Zones 14 and 16 only. --- §150(f): Special infiltration barrier Installed to comply with §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. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §1500): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §I50(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 -of switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System Is installed with: - ' a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no 'continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) Lighting Measures §150(k): 40 lumenshvalt or greater for general lighting In kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1n41 `� BUILDING DIVISION —COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIF09NIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUIL[3'ING EXEMPTION PERMIT f-- PERMITNO. 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.DI /-70 I-7® 1 3 ZONING OWNER �H lLR� S + PHONE NO. 47L JAG OWNER'S ADDRESS 0 I D l 0 v A,iPuy a 2 . e IZ S / LOCATION OF BU LDING o1 6,1. WCs/7--or lndvsE 0x 3a' Fk9m Mono 6-1 lV USE OF BUILDING `,G 2 #4 j4.517rae- S 15:v%2 Cy,`/ L SIZE OF STRUCTURE X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME ✓ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE Cltovy ESTI TED COST OF CONSTRUCTION $ave1q. 040 AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: t �5 FRONT 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above 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 'th the requirements in effect at that time and before occup7,-'l cy. Date �— 3 Signature of Owner —+ Permit Fee - $0@J so .00 The above described AG Building is exempt from a b ilding permit. Receipt No. S(p FLOOD I PAR L P.D ROOFI ISSUE Manager Building Division By Date 9'3 White — DPW, Yellow — Assessor, Pink - B. I., Goldenrod — Applicant ' f„�Yi'+.+�`�,Y`�..-.1..•.w�..,v^.,ytY�....y„�tr+• �'�"o-..'rr`��`h�.�--{�..s..•..r.�+"''j��..rr".'v.,�.'^.-na.�.�"'^.••`"'YY'w•.elNn+ r�"t.'�"��•''„+,,.-v-•• •.. •.rr:...,. "^-.' •.r.•,{,' C. ^ COUNTY OF BUTTE - DEPARTMENTPF•DEVELOPMENT SERVICES -BUILDING DIVISION • l '" • r 7 COUNTY CENTER DRIVE - OROVILIJI ,tAL,IEOWNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 6X T111A1 _ A ooa L-/ (J'/ �3 "'Proposed Building Use (O Building Inspector Date 414Z 5ilcl At time of perm t pplication, I was advised the following data must be submitted prior to permit processing and/or issuance: • DATE RECEIVED BY 1, All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ - 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). ...PR4AsQao; 20. raaoest- Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road..... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. ..................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: ail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date 47i7 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet-- AP folder Copy - .Department of Public Works f f TOP ,�3utte C June 5, 2001 Larry D. and Denise L. Jordan 76 Stoney Oaks Blvd. Bangor, CA 95914 Re: Administrative Permit, AP 028-170=113 LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Dear Larry & Denise Jordan: Enclosed is your validated Administrative Permit No. ADM 01-22 to allow. a temporary mobile home on property zoned M -R (Mountain or Recreational Subdivision -Residential). The property is located at 76 Stoney Oaks Blvd., Bangor, CA 95914. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, ola�� ye'4�� Diane Lewellen Office Assistant III Enc. cc: Land Development Division /building Division Environmental Health Department of Forestry w TO: FROM: DATE: PURPOSE: ADMINISTRATIVE PERMIT for TEMPORARY MOBILE p EC EIVIE JUN 5 2001 HO BUTTE COUNTY Larry D. and Denise L. Jordan I PLANNING DIVISION Tom Buford, Interim Director, Development Services May 31, 2001 File#ADM 01-22 Administrative Permit for Larry D. and Denise L. Jordan on APN# 028-170-113 for a temporary second dwelling to be located at 76 Stoney Oaks Blvd. Bangor, CA 95914, on property zoned M -R (Mountain or Recreational Subdivision -Residential). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to mother and father in law. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butt County Code Chapter 28A. 5. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted 'if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. T. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Permittee Signature Date iCandy Wffson, Principal. Planner Date Esq jq W Y -u, I# b� B I 3311. C. 0 2 .0. 37 MAY 3 BUTTE ORWILIF, COUNV pLANNCALIFING DWIORMASION . 13 3`3. 60 N890 S-Y*';,)O"6 APPROVED Development Plan DATE USE PERMIT VARIANCE MINOR U.P. . ADM.PERMIT PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERVICES R' turn to 4WW �� ����'� AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT r v i S i`O ✓t FOR RESIDENTIAL DEVELOPMENT Sectii>,n -6-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 93-0351241 Rec Fee to land or included within an area zoned I Cash for agricultural purposes, and residents Recorded I of this property may be subject to incon- Official Records I veniences or discomfort arising from the County of I use of agricultural chemicals, including, Butte I but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder 1 of agricultural operations including, 2:28pm 16 -Aug -93 A PUBL b t 1 XX 8.00 8.00 2 U not united to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: oS e e. G� -� Gh e C� �c:h •o C6 Ct le- C 74 2 �- �9 p4 028- no - 1 (3 Date: - I (o -q3 1-2 -- DONNA S. CROSBY COMM. #973601 +!'% NOTARY PUSUC•CAUFORNLAQ BUTTE COUNTY .. MY Comm. Expmn sept. 23,1 M PROPERTY OWNERS: State of California. County of- On4,..LA 16 %c,ci before me,�c�� S•C��,��,,,,� personnally appeared L,01%1, NI pers nally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names(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 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 and official seal. C_�__�� c� �� 93-19677 V Order No. 1-161567 SCHEDULE C - THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 19, 1975, IN BOOK 55 OF MAPS, AT PAGE(S) 28. AP NO. 028-170-113 , PARCEL B: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 19, 1975, IN BOOK 55 OF MAPS, AT PAGE(S) 28. PARCEL C: A 60.00 FOOT EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES LOCATED IN SECTION 2, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., BUTTE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF SWEDE'S FLAT ROAD (COUNTY ROAD) THAT BEARS SOUTH 3 DEG. 50' 27" EAST, 688.68 FEET FROM THE CENTER OF SAID SECTION 2; THENCE FROM SAID POINT, THE FOLLOWING COURSES: SOUTH 19 DEG. 40' 49" EAST, 172.61 FEET; SOUTH 32 DEG. 23' 53" WEST, 206.42 FEET; SOUTH 5 DEG. 41' 50" EAST, 325.51 FEET; SOUTH 1 DEG. 05' 22" EAST, 1348.46 FEET AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL A, DESCRIBED HEREIN. S n of nccu%is ll / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIN A0 PERMIT PERMIT NO. r - ASSESSOR PARCEL NUMBER 28-17-113 ZONING MR BUILDING PERMIT OWNER i r741-1132 TELEPHONE SO. FT. OCC, BUILDING VALUATION OWNER'S AILING A DRESS 471 1'v r tAve.,1' 1 CONTRACTOR'S NAME Ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER Nnnp UNKNOWN Total Valuation Is Filing Fee $- LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER Nnnp LICENSE NO. Plan Checking Fee $ 15-00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 7a .0,tnnP3Z Oaks Blvd-, Orovillp Permit tee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping, 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeNX Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK New❑ Addition[] Remodel❑ Utilities Installation[] Other❑ Describe work: 2BR Min 500 Permit Fee $ 40 On Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW OR ADDNS. C CONST. ( ACC. BLDGS. / DWELLING OCCUP.ld\ , 20sgft NEW CONSTR U TI.OUTLET No N.RESID BRANCH CIRC TS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. I Ex. Occup( OR FIXTURES eAL@ls 300 FIXED APLNS. Ex. OCCUp. OUTLETS PR (RESID iEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: if after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor ' MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in conseq encf of the granting of this permit. X Date Signature of A licant — 'w er❑ Contractor 11Agent An OSHA perm t is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $ 90.00 HAz. CUA PARK SCHL FLD CDF PA P I HD IssuE This permit is hereby issued unaer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. 88653 WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. - GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION �. 7 COUNTY CENTER DRIVE - OROVILL!i,%ALSiFANIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER M1 M V C-0 r V No(; A. P. o. Proposed Building UseT(/l Building Inspector CEJ Date f•� / 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted . ................................... 2. lot plans in duplicate/ p icat signed by preparer of plans ....... . Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ........................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 1.1. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... hool Distr'ct fees paid ............. . 14. Sanitation approval from I^D V i (( � Health Department — 4-1Z li City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18_mprovements may be required. Contact Land Development Section DPW �V9TDriveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Appl icant Ste'' ` Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent _Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuac (Circle ew item not checked above). 1. Index permit for above items No. 2, Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in Copy—DPW File cabinet AP folder TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewaqe Disposal dater Supply 61--11 Fold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom obil home. Other NOTE *** Sanitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION 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 labor and materials for construction of the proposed property improvement ye or no) 2. Imel have not) \(��A 1.�, signed an application for a building permit foproposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 Contractors 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 Social Sec rity Number ) Date �J NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ,CTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 96966 - Telephone: 916/638-7641 APPLICATION AND PERMIT PERMIT NO. ss28- 17-113 zoic MR BUILDING PERMIT OWNER & Cgry Haight- TE EPHONE 741-1132 SO. FT. OCC. BUILDING VALUATION Owi E AI ING A DRESS 1 CONTRAC TOR'S NAME nwnimr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER Nonp UNKNOWN Total Valuation 21 $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER Nonp LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee i 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping , 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome)M Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation Other ❑ Describe work: tm #_` -" Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. r License No. Classification. rL�Jh I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a` OR AODNS. ( ACC. BLDGS. / , /2 Osq ft NEW CONSTR U I -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea, POWER APPARATUS e (SINGLE OUTLET CIR. / Ex. Occu Occup(OUTLETS OR FIXTURE 120050t eAL030 FIXED Ex. Occup. OUTLETS P(RESID.)REA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate r of Consent to Self -Insure. LrWh 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California.Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 permit Fee = Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Ot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again t said Cou ty�in c ns quence of the granting of this permit. _y XDate4-1 Signature Of plicant — Owner [:]Conrrocror ElAgent F1work An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 45.00 Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $ 70.00 HAL I CUA PARK I SCHL I FLD I CDF I PAR I PD 1 HD• ISSUE, This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. $$653 WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT IF"atk, • +: r . f �,�} .a... -C^+ -'r T'7r.,r-t s�.r,'e.. .� �..� f,�y i . VTl ".rW . _Iy� ..:,x 'x ti{t .7". .s... �1n+ r .. • _ f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION it 7 COUNTY CENTER DRIVE - OROVILLE, !Q�VrFOIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET �...— 1 Permit No. Q' J l OWNER ) MVK V �a r v Ra 1 A. P No. c>1 Proposed Building Use Building Inspector Date 17VIS At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... + • 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. /8. Engineered truss details and layout in duplicate (required prior to plan check) V 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... A 2. Park ffes paid —1� 13. ('J 06 V n i o n S School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Da 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of g pa t re authory'�aIon :Z 26. (' �E`CcIrGtVle.�....................... 27. en When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date _1 �': COUNTY OF BUTTE - Department of Public Works 7 County Center' Dri�?e, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 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 labor and materials for construction of the proposed property improvemen Ca or no)� 2. I have/ ave not) 1 W AA).Q signed an application for a building permit for proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 Contractors 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, �C Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. I NOTES RESIDENTIAL 0-1-3 01-2456 i JORDAN, LARRY & DENISE 76 STONEY OAKS BLVD. BANGOR CONT: BILL SHARP ELEC MH UTILITIES II SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address CHECKED BY GAS / Meter By ate I ELECTRIC Meter By Date JOB FINALED (Date) Signature V = OK 0 = Not OK - = Not Applicable . = Not Ready MOBILE HOMES Date MOBIL ME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Z 'rig Requirements -Setbacks -Easements 4. ,perSo' , S ecial MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. e r; ation-Test-Fall-C/O-Concrete r; Location -Test -Easement Needed (Sketch) Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert, of Occupancy 12. Permanent Foundation Only; License Decal Date 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 -Depth -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-Rhrs-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 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 48. 4. Ftg., Porches & Decks; SoilsSteel-/ f' Ftg. Depth 5. Stemwalls, Main; Sfeel- Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Garage Fire Protection Framing 8. Piers -Fireplace Ftg.-Steel 52. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts -Joists- Vents -Cripples 56. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 60. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19, D.W.V.; Test Fittings & Anchor -Nail Protection 62. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Ext. Steps -Door & Sidelight Protection -Landings 24. Elec. Receptacles Spacing -Lights & Switches at Doors 64. 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 66. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At G.F.I. & Bath Fixtures & Tub Access -Spa 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes Q No 68. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. Stairs & Rails 33. Clothes Closet Light -Shower Light -Spa Light 70. 34. Smoke Detector 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 35. A.C. Ducts Insulation & Support 74. 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 76. 39. Attic Access & Platform if Furnace in Attic 77. Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 80. 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Following Instld./Drive J Yes J No/Walks D Yes D No/Planters J Yes J No 45. Headers & Beams -Size & Bearing oingl,e & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks D Yes D No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,,California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-460-021 ZONING MR BUILDING PERMIT OWNER LARRY AND DENTSE, JORDAN TELEPHONE 629-0945 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 76 STONEY OAKS BLVD, BANGOR 95914 - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCEf'E NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING AT"ISTONEY OAKS BLVD, BANGOR / (� —Energy g Fee $ Ener Plan Checking $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Iri ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 1� Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other O Describe Work: MHI Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z'.oalooass 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provision; 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: 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 sala. ❑ I, as owner of the property, am exclusively contracting with licenser' contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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. ❑ I 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 H the permit Is for work of a valuation of one hundred dollars ($100) or less.) 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 orthwith comply wi hthose provisions. X Date /D-18-(-; / Signature of Applicant -'Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 20" TO 1000A 46.00NEW CONST. DWELUNo DOCUP. s0 OR ADONS. 6 ADC. BLDS. 3.5¢FT. NoµRESID ' MULTI.OIfCIRCUTITS @7.50 POWER APPARATUS a SINGLE OUnEr CIR. Ex. OCCU OUTLET OR FIXTURES a 0®':000050 Ex. Occup. p ouTLEEDrs Ei0.0� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ 100 00 Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ ,,�. D. FEES IMP X FLOOD cOF PARCEL 17 PD HD ssu This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indic o for hich fees have been By f'✓ ` Date PERMIT EXPIRES ON 2 r, provisions to do work paid. O 0 _r4l, � o ReceiptNo. 336685/$143.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f� f r' MOBILEHOME INSTALLATION ACCEPTANCE -- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 C!ZFI A "']' �,.�+ PERMIT NO.: Owner's Name: }}// //) /Gq� �) \- / b / Owner" Address: ! v � 4 Mobilehome Manufacturer: Year of Manufacture: Serial Number or V.I.N.:,[j (a,� Insignia or HUD Number: C 6f L4cjrF—Ae90y / ,.-^� / `,_1Z A- -Z4Y , Official approving installation: Date: / f If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN: PERMIT NO.: Owner's Name: Owner's' Address:' Mobilehome Manufacturer: Year of Manufacture: Serial Number or V.I.N.: - Insignia or HUD Number: Official approving installation: Date: " If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor Date / n REV 10/92 �1 Inspector 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 44 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county, Ordinances exist at the; . 3 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. W ._ r Cyt S _i Date / n REV 10/92 �1 Inspector -"'H1,.^•rw+..�-.�-.r--.--.....r-,.r.---.•wry..�.t �"....-�..-.�---�-•--�--..-.--r....r.'r'"'--�.ti.,..,�'r�••..r-.•. ,,; COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V Y/5 '1: 7, County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ;SSE RPARCELNUMBEA Q�Qa J ZONIR BUILDING PERMIT OWNER JORDAN LARRY & DENISE TELEPHONE 629-0945 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 76 STONEY OAKS BLVD. BANGOR CA 9591 CONTRACTOR'S NAME BILL SHARP ELEC INC. TELEPHONE 533-521 CONTRACTORS MAILING ADDRESS PO BOX 1390 OROVInE, CA 95965 CONSTRUCTION LENDER Fireplace LENDER'S MPJLING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 76 STONEY OAKS RIVEL BANGOR, CA 95914 Energy Plan Checking Fee $ $ PERMIT FEE $ 43.00 LOT NO. ? SUSDNIS IONS NAME _ PM 9528 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities (q Installation ❑ Other ❑ Describe Work: MH UTILITIES ADMINISTRATIVE PERMIT NO. ADM -01-22 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 60.00 PERMIT FEE s 80.00 ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 602ooA0, ORORLESS 23.00 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: ❑ 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. 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 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 If the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 (��-r,((�'C�� _ Signature of Applicant _X Owner 13Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height Main Service zooA TO L000A 46.00 NEW CONST. D. NO OCCUP. 3.SQ F7. OR NEW CONST. MULrI ou�TLeT NON-RSID.@7.50 POwEA APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FDCTURES Ex. Occup.SAL 20 O 1.00 0 .50 Ex. Occup. oLITl�eis .=.GE& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE $ X63.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 166.00 HAZ. _ D. FES IMP X X FLOOD X CDF X PARCEL X PD HD ISSUE X 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 15;1,01 PERMIT EXPIRES ON b Z Date Receipt No. 332308/142.00 "3 -3 1, q3-7-vtLl, r -t> WHITE-D.D.S.-B.D. CANARY -AS SOR PINK -INSPECTOR GOLDENROD -APPLICANT I . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 bounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541, J P R IT NO. (Rev. 12/96) Q2� APPLICATION AND PERMIT U . ASSESSOR PARCELNUMIMM QLSr , ZONING - BUILDING PERMIT OWNER T f fi SO. FT. OCC. BUILDING VALUATION DWNER'SJ&WNG AD0609 CONSTRUCTI N LENDER LU LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER IX:ENSE NO. Filing Fee $ 20.00 ARCKTECT OR ENONEERS MAIUNG ADDRESS Permit Fee $ Plan Checking Fee S BUILDINGADDRESS Energy Plan Checking Fee b -:.G. ' -- I �;:u:.:: G::r:'S FMArE Ste- n���r ��S�i1�j GAHCEL MAP Z� $ PERMIT FEE $ PLUMBING PERMIT Each Trap - Filino FARI 7.00 — - 9o,on USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 0�Other I 3r/ AC svEcsv Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK New [3 Addition C3 Remodel ❑ Utilities l2l Installation ❑ Other ❑ Describe Work: > ADM Q' --Q-- Each as water heater or vent 15.00 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home RNlyu Q20.00 c0 PERMIT FEE S ccJ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 0a." .0 A. mss 23.00 G *PERMrT FEE PAIb $ G O SRA ; GU SHERIFF s e ! OTHER AMOUNT RECEIVED S �� �'� ��. *RMEM 1 NVAA . ,�� * TO BE PVT INTO, COMPVTER Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( a ACC. OLDS. 3.50FT. NEW O MULTI Q7, 50 POWER APPARATUS a SNOLE OUTLET CIR Ex. Occup. OUTLET OR FIXTURES Zo ® I'oo SAL @ s0 EX. OCCU FTXE0 APPLNS. OR OXTs ESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 60 Misc. Wiring 23.00 PERMIT FEE $ w MECHANICAL PERMIT Filing Fee 20.00 --Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST. TYPE TO AL FEE $ D CO P EL ND UE 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 ro 0 COUNTY OF BUT'T'E -DEPARTMENT. OF"DEVELOPMENT'SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 = TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 10AA0. I0�j n f C P ASSESSOR PARCEL ER: Proposed Building Use: H () Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111 All items have been submitted .------------------------------------------------------=------------------------------ Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ------------ ------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------- ---------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------==- =-y=------------------------ P2. California Department of Forestry plan approval/fees. _Q��� !_`----- AL! C�� l 0 11 01 ❑ 3 . Flood elevation certificate. -----------%----------------=-------------------------------------------------------------- anitation and plot plan approva(I1 �T Health Department. -- -9tK=-------------------------------ildlaul - ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: 01, (B) Parking: ;------------------------- 10-1-61 ❑ 18. Contact Land Development about ❑ Improvements, ❑ Draina g e al Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1322. Workers' Compensation carrier and policy number. ----------------------------------------- 7----------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. ------------------------------------------- ------------------- E125. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. --------------------------------------------------- -------------------------------- E127. Manufactured Home utility clearance. --------------------------------------------' -___:___________________------ ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑30.Other: en you issue the permit, proce�s-s as follows ❑ Mail to owner, ail to,contractor. Tele hone %�� �7v andold f?9r pickup at V ( 0 office. C3sp Deliver with inector. 017�9�� e (�O0�11 Q Applic t `� Date: 1 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fite Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: in 'L Dat -e. -[P ' LS • O l Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: s TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H USE ONLY Plot Plan Attached Floor Plan Attached Sant to B.D. lu ^ C>;�k''160-C)1. Aj Owner Lokation AP# Plan Approved for: Sewage Disposa Water Supply: Public Private Well Clearance for dwelling. Other L IV k Hold final for: Final clearance O.K. for: NOTE: 4 o Environmental Health Specialist 8/96 Date 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. L- J II PROPOSED BUILDING USE / r / (l() 1 BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... $360.00 = Units Commercial (sq. ft.) ...................... x $0.03 = $ aq. it. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) (ig 7 " SRA FIRE INSPECTION AND PLAN CHECK 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) A. P. # U ) ' (MAO DATE v RECEIPT # DATE REC. 10. OTHER 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. f DATE d CL DA -0 Pursuant to Government 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) OWNER PERMIT #� �- MH UTIL. CLEARAN DATE 1a- 6 INSPECTOR ELECTRIC GAS SUPPORT STRUCTURE COMPACTION TEST REQ. SERVICE SIZE OTHER LOAD TYPE PIPE SIZE LENGTH YES NO YES NO c I D Ita I B �■ 5 I 4 I 3� I 2 I 1 AV PEST. m 26°0 ft : Rolno � Grv�ry Rd," SWEDES FLAT ROAD O�oG PROJECT LOCATION ON <� STONEY OAKS BLVD yZ PaUI PI OO N angor e� o � W E ` 'a r: n" � � r 02009 MapOuesl Inc. Map Data 02009NAVTEQ or TeleAOas ARRAY TILT: 22.5° AZIMUTH: 205° MAGNETIC DECLINATION: 156 94: 5 COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS LARRY JORDAN EXPANSION D PROJECT # 2874 BUILDING MAS PLAN PERMIT#09-a3'9?- 76 STONEY OAKS BLVD #A ASSESSOR'S APPROVED PLANS AND PARCEL# V'1- - I/6 - crz- BANGOR CA,95914 L___ PERMIT SHALL BE ON UTTE COUNTY SITE FOR ALL APN:028-460-021 INSPECTIONS ILDIN 530-679-0945 APPROVED SCOPE OF WORK C 3.74 kW PHOTOVOLTAIC ARRAY, GRID TIED, GROUND MOUNTED _(22) KYOCERA KD205GX-LP MODULES r-- - THE 2007 CBC, CMC, CPC, (1) SMA SB38000 INVERTER 'I CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION i APPLY TO THIS PROJECT. ----j Sheet Index Sheet Number SPG SOLAR A-0 'u`EAamma®.teaa,...u�to�a roSO.ar. r�oa�a. nRro�� 20 LEVERONI COURT 1M0YfT��"�'""11EN0"an�a aEmrvao.r•rtueocco®un. NOVATO. CA 94949 STRUCTURAL LAYOUT CA LIC.#759086 PROJECT NO: 2874 415-883-7657 SINGLE LINE BOM CAD DWG FILE: A-0COVER.DWG 4 LARRY JORDAN EXPANSION D PROJECT # 2874 BUILDING MAS PLAN PERMIT#09-a3'9?- 76 STONEY OAKS BLVD #A ASSESSOR'S APPROVED PLANS AND PARCEL# V'1- - I/6 - crz- BANGOR CA,95914 L___ PERMIT SHALL BE ON UTTE COUNTY SITE FOR ALL APN:028-460-021 INSPECTIONS ILDIN 530-679-0945 APPROVED SCOPE OF WORK C 3.74 kW PHOTOVOLTAIC ARRAY, GRID TIED, GROUND MOUNTED _(22) KYOCERA KD205GX-LP MODULES r-- - THE 2007 CBC, CMC, CPC, (1) SMA SB38000 INVERTER 'I CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION i APPLY TO THIS PROJECT. ----j Sheet Index Sheet Number Sheet Title A-0 COVER A-1 SITE PLAN S-1 STRUCTURAL LAYOUT S-2 STRUCTURAL ELEVATIONS E-1 SINGLE LINE BOM BILL OF MATERIALS REVISIONS PROPERTY OWNER: LARRY JORDAN PARCEL NUMB DESCRIPTION BY CWD APP/D ADDRESS: 76 STONEY OAKS BLVD #A D28 -460 - PERMIT SET DRM BANGOR, CA 95914 DESIGNER: CROSS BRACING DANIEL MEYER 415-382-2188 °0� 3/19/2009 MANAGER: JAMES WATERS 415-601-0945 DATE: 3/19/2009 CONSTRUCnON: KEVIN ROSALES 530-693-2000 DATE 3/19/2009 3 2 COVER PERMIT SET A-0 1 B I A 1 5 I 4 I 31 I 2 1�m I B N . W E . A ARRAY TILT:22.5° AZIMUTH:205° MAGNETIC DECLINATION: 15° SPG u+� ews®+m.n wm,nx�uer,um � animvE SPG �oou®osaogn,^�wfnw 20 LEVERONI COURT wc.0 acwreaEsmvm �OI � NOVATO, CA 94949 CA LIC. #759086 PROJECT NO: 415-8 415.881765757 CAD DWG FILE: A-1 S 4 I BUTTE COUNTY. ����,®INS .:a: •.�'��0���� APPROVED 115' (N) PV ARRAY TO BE 7 FT FROM EXISTING PV ARRAY 485' (E) PV ARRAY HOUSE 75' SEPTIC LEACH FIELD SEPITANKRIVEWAY PROPA 1 SITE PLAN A-1 SCALE: 1" = 100' I 0 J m Y O I w z o 1 m REVISIONS I PROPERTY OWNER: LARRY JORDAN - PARCEL NUMBER: DESCRIPTION BY CK'D APPIO ADDRESS: 76 STONEY OAKS BLVD #A 026-460-021 ocw° nun. me cw`�m,Ntu I 3--l"v I PERMIT SET ORMI BANGOR, CA 95914 SITE PLAN oesicNEs: DANIEL MEYER ais3az-zees TE 3/19/2009 2874 MANAGER: JAMES WATERS 415-601-0945 ATE. 3/19/2009 SITE PLAN.DWG coNsrnucnoN: KEVIN ROSALES 530-0912000 ATE: 3119/2009 PERMIT SET 3 2 I A-1 =t m MDI NEI NMI mal , I c LEGEND PV MODULE .... = EMT CO B22 CHI OCONCRI ARRAY TILT: 22.5° AZIMUTH: 205° MAGNETIC DECLINATION: 15° W4 4 1 3 KYOCERA KD205GX-LP MODULE SPECIFICATIONS • LxWxH=59.1"x39.0"x1.4" • WEIGHT = 40.8 lbs. 2 1 eCoo4,A`R Tv APPROVED RELOCATE (E) DC DISCONNECT & (E) INVERTER FROM HOUSE TO BACK OF (E) PV ARRAY. REMOVE (E) DC WIRES FROM (E) CONDUIT AND PULL (N) AC WIRES (SEE SHEET E-1). INSTALL (N) SOLAR SUB -PANEL ON (E) D ARRAY. INTERCONNECT BOTH INVERTERS AT (N) SUB -PANEL BURRY (N)1" PVC (SCH 80) I— _/ TAPS 0%r m1min MOiF]rtYH W e4/ulK IbIfBFNRY. M9OUY00 MO MfI MiA OE9ULv11p/NO0T1fA N'LR1uT1011 WIIi/P®IH�1 SPG SOLARa�o�p�a..o. oanan `u�ww ea�nwviar. voa"1Dir 20 LEVERONI COURT NOVATO'CA 94949 CA LIC.#759086 PROJECT NO: 2874 415-883-7657 CAD DWG FILE: S-1 STRUCTURAL LAYOUT.DWG 4 IREVI DATE I DESCRIPTION I BY I CK'D IAPP/DI PROPERTY OWNER: LARRY JORDAN ADDRESS: 76 STONEY OAKS BLVD #A BANGOR. CA 95914 DESIGNER DANIEL MEYER 415-382-2168 MANAGER JAMES WATERS 415-601-0945 CONSTRUCTION: KEVIN ROSALES 530.693-2000 2 7ffr7ykI��: STRUCTURAL LAYOUT 3/19/2009 PER 3/19/2005- MIT SET S-1 1 :tml A I D 8'-9" C B A ARRAY TILT:22.5° AZIMUTH:205° ■ n SOUTH ELEVATION SCALE: 1/4" = 1'-0" 36'-3" B22 BRACES BETWEEN POSTS, BOTH DIRECTIONS, TYP NORTH ELEVATION SCALE: 1/4" = 1'-0" C. 1 '-6n 2500 PSI CONCRETE PIER, TY mrsmwnw no aa�xvo xown wry cewmnan woune+ osoraum�ao"rvEn� Nff canes /3 vRGRaEirm w0 n¢ Ex0.""`£ vnovwrr K "V BWA UIG iva "wl rwr ff SPG SOLAR v�sm rmnaou®.cn"eo. aaaosEo.w wm"v+ne a+"vrm, wa unvwo� vnnwr n¢ eaar�ss x"rroi vumsaa" s •wr rynva�rrnmx s sa wua 20 LEVERONI COURT wc.0 "c"re�mnm �sPGOA"Aff NOVATO, CA 94949 cALIC. #759086 PROJECT NO: 2$74 415883-7657 CAD DWG FILE: S-2 STRUCTURAL SECTION.DWG 6 4 EXTEND PIER MIN. 6" ABOVE GRADE WITH 18" DIAMETER SONOTUBE, TYP P 2,-0" DIAGONAL B22 BEAMS ■ pffisslol App.9, -KY0CERA KD205GX-LP MODULE SPECIFICATIONS �.r,�'TU�NQG��+'s� . LxWxH=59.1"x39.0"x1.4" O �N �e-+°c• .4 • WEIGHT 40.8 lbs. a a C70854 P. 1301 9 r re C 4 ! 9'-1" . Y�OF CAS-\�� B22 BRACES BETWEEN POSTS, " BOTH DIRECTIONS, TYP -� c\\� 9'-10" EAST ELEVATION4 WEST ELEVATION SCALE: 1/4" = 1'-0"S-2 SCALE: 1/4" = 1'-0" 5 CONNECTION DETAIL S-2 SCALE: 3" = 1'-0" T -CLIP ASSM. P J MOOV\'� 'T 5'-0" 6163 L— 22.5° BRACKET B22A BEAM RUNNING FROM POST TO POST (2) B104SH 90° BRACKETS PER POST TYP B22 CONNECTION: 3/8" BOLT W/ CHANNEL B22A POST SET IN NUT & LOCK WASHER CONCRETE PIER REVISIONS PROPERTY OWNER: LARRY JORDAN PARCEL NUMBER: DATE DESCRIPTION BY CK D APP/D ADDRESS: 76 STONEY OAKS BLVD #A 028-460-021 I -f6 -w P RM SE BANGOR. CA 95914 STRUCTURAL ELEVATIONS I- 9-09 KtVlbtVPltKVFPTH DESIGNER AND CROSS BRACING DANIEL MEYER 415382-2188 ArE: 3/19/2009 MANAGER JAMES WATERS 415601-0945 ATE: 3/19/2009 CONSTRUCT100. KEVIN ROSALES 530-693-2000 3/19/2009 PERMIT SET S-2 3 _ 2 1 D I B I A I D s 3.74 kW JORDAN (22) KYOCERA KD205GX-LP PV MODULES (1) SMA S638000 INVERTER (240 V) (22 X 180 X 94.5%) = 3,742 W AC (22) KYOCERA KD205GX-LP PV MODULE: MAXIMUM POWER: 205 W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2 V MAX POWER CURRENT: 7.71 A SHORT CIRCUIT CURRENT: 8.36 A (1) SMA SB38000 (240 V) INVERTER: MAX DC INPUT: 500 V NOMINAL AC OUTPUT CURRENT: 16 A PEAK EFFICIENCY: 95.6 % CEC EFFICIENCY: 94.5 % (2) STRING OF 11 MODULES TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 365 V TOTAL MAX POWER VOLTAGE: 293 V TOTAL SHORT CIRCUIT CURRENT: 8.36 A TOTAL MAX POWER CURRENT: 7.71 A PHOTOVOLTAIC POWER SOURCE OPERATING CURRENT = 15.4 Amps OPERATING VOLTAGE = 293 Volts MAXIMUM SYSTEM VOLTAGE = 427 Volts SHORT CIRCUIT CURRENT = 16.7 Amps NOTE: THE ABOVE LABEL IS TO BE PLACED AT THE DISCONNECTING MEANS PER NEC CODE 690.53 A MAXIMUM SYSTEM VOLTAGE= (OPEN CIRCUIT VOLTAGE)(STRING SIZE)(TEMP CORRECTION) (33.2)(11)(1.17) = 427 V 4 1 31 1 2 1 1 r-------------------------------------------------- I RELOCATE TO #4 SPG SOLAR 20 LEVERONI COURT 94949 CA LIC. #759086 NO415-8 -7 57 415.883-7657 wsmdrw..,n muwwo.um N+raR.oca�mx,ummian ®munwcwrtrnm uamum,x®.aww«rar uo ne Fxausve nmcem a s+o aai.2 "c "owruxm � nam®..w+muc®. wain, usunsm,a+is®.wwa�a+ww'r.wo.r.nwog omness wmro+oEnrsmx a. am �unwv¢m �mr e+rrnE cs wmun. wc�u ac.nsn�w PROJECT NO: 2$74 BACK OF ) ARRAY S 4 (2)#8THWN-2 CONDUCTORS DC DISC DC DISC SQUARE D SMA HU361RB I I (1) 010 GROUND BOND D LOCKABLE 3/4" EMT 240 VAC SMASQUARE UL 91741 I HU36 RB 30 A, 600V (4) 010 THWN.2 S638000 I 01) KYOCERA K0205GX-LP PV MODULES (IN SERIES) 2 010 USE -2 / RHW-2 NON -FUSIBLE 1 070 THWN-2 GROUND 3.8 kW INVERTER I LOCKABLE 3/4" EMT 240 VAC UL 01741 (11) KYOCERA KD205GX-LP PV MODULES (IN SERIES) 2 010 USE -2 / RHW-2 NEMASR 3 POLE I 30 A. 600V RELOCATE TO I I BACK OF (E) ARRAY GF I I I EXISTING 3.74 kW SYSTEM I I �---------------------------------------------------- -------------------------------------------- --- #4 GEC (N) SUPPLEMENTARY GROUNDING ELECTRODE (20 FT OF BARE 94 COILED IN BOTTOM OF PIER) DC VOLTAGE DROP -1.0 % (11) KYOCERA KD20SOX-LP PV MODULES (IN SERIES) (11) KYOCERA KD205GX-LP PV MODULES (IN SERIES) AC VOLTAGE DROP a 1.7 % METER SINGLE-PHASE, 240 V SERVICE, 200 AMP BUS, 200 AMP MAIN BREAKER �P ,�� 49 SPG SOLAR 20 LEVERONI COURT 94949 CA LIC. #759086 NO415-8 -7 57 415.883-7657 wsmdrw..,n muwwo.um N+raR.oca�mx,ummian ®munwcwrtrnm uamum,x®.aww«rar uo ne Fxausve nmcem a s+o aai.2 "c "owruxm � nam®..w+muc®. wain, usunsm,a+is®.wwa�a+ww'r.wo.r.nwog omness wmro+oEnrsmx a. am �unwv¢m �mr e+rrnE cs wmun. wc�u ac.nsn�w PROJECT NO: 2$74 CAD DWG FILE: E-1 SINGLE LINE.DWG S 4 (2)#8THWN-2 CONDUCTORS DC DISC (1) #10 GROUND BOND #10 USE -2 / RHW-2 (2) 93 THWN-2 CONDUCTORS (1) #10 THWN-2 NEUTRAL (1) #8 THWN-2 GROUND EXISTING 1" PVC (SCH 80) 11- EMT APPROX. 190 FT RUN POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN NEC 690.64(6). DATE I DESCRIPTION SMA S638000 INVERTER MAX AC OUTPUT CURRENT =16 A 16 X 1.25 w 20 RATED AMPS NEW SOLAR MOUNT OUTSIDE, SUB -PANEL, ON BACK OF (N) ARRAY MOUNT OUTSIDE, (100 AMP MIN.) ON BACK OF (N) ARRAY (2)#8THWN-2 CONDUCTORS DC DISC SQUARE D SMA HU361RB (4) #10 THWN-2 SB38000 NON -FUSIBLE 1 #10 THWN-2 GROUND 3.8 kW INVERTER LOCKABLE 3/4" EMT 240 VAC NEMA311 UL 91741 3 POLE 30 A, 600V GF SMA S638000 INVERTER MAX AC OUTPUT CURRENT =16 A 16 X 1.25 w 20 RATED AMPS NEW SOLAR SUB -PANEL, (100 AMP MIN.) (2)#8THWN-2 CONDUCTORS (1) #10 THWN-2 NEUTRAL 20 AMP 1 08 THWN-2 GROUND 2 -POLE 1" PVC / 3/4" EMT APPROX. 50 FT RUN (3) 010 THWN-2 20 AMP (1)#8THWN-2 GROUN[ 2 -POLE < 5 FT RUN MOUNT OUTSIDE, ON BACK OF (E) ARRA COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING PROPERTY OWNER: LARRY JORDAN - PARCEL NUMBER: PP/D ADDRESS: 76 STONEY OAKS BLVD #A 028460-021 BANGOR, CA 95914 DE1111: DANIEL MEYER 415-382-2188 TE 3/19/2009 KNAGER: JAMES WATERS 415-601-0945 DATE 3/19/2009 CONSTRUCTwN: KEVIN ROSALER 530-093-2000 DATE. 3/19/2009 2 D 10 COMPLY WITH CALIFORNIA ELECTRICAL CODE ART/CLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS I APPROl11. SINGLE LINE . PERMIT SET E-1 I B s, 2gco de 'S?7,0NclV r,C,ca"&o y L13NMQ I AdDo E0109 e e s 4 a 2 SIZE: GROUND -MOUNTED 3,74KW.PV ARRAY (22) KD205GX-LP MODULES -.- TILT:, -22 DEGREES- STRUNG AS (2) STRINGS OF (11) MODULES AZIMUTH: 180 DEGREES ON • - (1) SMA SB38000(240) INVERTER ■rq Im ■r] i •-100' AC TRENCH RUN TO PGE POLE 1" SCH 80 PVC (MIN) MIN 18" OF COVER FILL IN TRENCH - m • .,. aw .... ...., .. . .. - .. w. ..r. . _.- >in .r _. PLANNING DIVISIO . - BUILDING P LA�/N PPROVAL O Daie: G Parkin : /�xr Landscaping: Other: s Signature: yrit33 1314 -6 DRIVEWAY . PGE SERVICE - INVERTER AND EQUIPMENT MOUNTED ON RACK LEACH FIELDS A SPG SOLAR WIN -r1 ` OF OPAWMCLAP."` " p"S LARRY JORDAN HOME moaeev�aamPvm T wrrwT� �„ DAM er «v wr►o 76 STONEY OAKS BLVD. BANGOR CA OW4 SITE /PLOT PLAN 20 Leveronl Court HEIMM IFMwOOf1aIMFRWw'N)1CY AM 11 Navato• CA 94949 °`�PFOMMOF00SMM AS AR W_" O" NOT M RMUS1ff0. D. =FWA JASON DUENSMG DUENSPIO 1 /128" = 1 -0 06C"" OR UlLD.fm IN Em N►,,r. YIY CAUc #759086 SPG SOLAR (415) 883-7657 nonoewaw0uLrurtwO�O�n[eonwm� {{LLOA-1 Ov 9Ci EQM NG NL 1a9rfa IIlSENVED, emv,¢eao: .yanuevo•--m•: lq �MRItEM i11NRAl sdm p 4 at t E 1 6 SIZE: -GROUND MOUNTED 3 74KW.PV ARRAY ,TILT:12.,DEGREES_ AZIMUTH: 180 DEGREES ID ,w� IN" 4 9 2 l (22) KD205GX-LP MODULES STRUNG AS (2) STRINGS OF (11) MODULES ON - (1) SMA SB38000(240) INVERTER p -100' AC TRENCH RUN TO PGE POLE 1" SCH 80 PVC (MIN) MIN 18" OF COVER FILL IN TRENCH - 1309'-0" i .:. . Y ^J .A �. PLANNIN �Fg--, - G•DfVISIUN t3�ILL'iNU P- LAN.AP �oParking: Landscaping: O Other: _ Signature:^ yvtaifi W . I 3 1314'-6" INVERTER AND EQUIPMENT MOUNTED ON RACK SPG SOLAR w"'E"" ORAWMMWAW COIi✓OBIIIIL 7M0 dlAwso IIID AMY 0117A 20 Levemni Court CESCRPT ' AM MERM AME COMMEM" FfKPP rMY AM TM Navato. CA 94949 °I�">SM=U'""°"°°""" PN". MR "` Mm M P%WMHW. I�OUM.CCw®. RSaPLW dl mmow"a ORNropf.rm AMY E CA LIC. 9759086 SSMOF A DAY AMEMMFJ wM3EW (415) 883-7657 wE1oW10N OrADY..AM OUGHMFWMXEMY.liV2 or mo aaAII we Au ImMn AFSEMYED. e 4 FIELDS PGE SERVICE REVISIONS LARRY JORDAN HOME DEWO M er aco APUD M STONEY OAKS BLVD. BANGOR CA M4 JASON DUENSING JASON DUENSING 53"79 -WW SPG SOLAR •• °"" wnvacvm: mer...nw-Am,: wn: 3t 2 1 RESIDENCE. _ x W . PGE SERVICE REVISIONS LARRY JORDAN HOME DEWO M er aco APUD M STONEY OAKS BLVD. BANGOR CA M4 JASON DUENSING JASON DUENSING 53"79 -WW SPG SOLAR •• °"" wnvacvm: mer...nw-Am,: wn: 3t 2 1 a PV MODULES Ri7M B22CHANNEL- (6163) 22 DEGREE OPEN ANGLE BRACKET- . . I fllllt�� 4 I 31 I 2 B22A CHANNEL (DBL. STRUT) B CONCRETE PIERS: 18" DIAMETER BY 3'-6" (MIN), 622A POSTS RUN 3" FROM BOTTOM Ll U 7'-0'1 e PEATWBIONOP A OILYN1rA0FJ DOtEPWBRATNE _ a 8M SOLAR NC ALL ATOM! AFBEAVM 4 1.1'-5" 04SH) 90 DEGREE CORNER ANGLE 3 HOLE I k ,I B22 CHANNEL FOR CROSBRACING — , AT BOTH ENDS OF ARRAY AT HIGH SIDE 1322 CHANNEL FOR CROSBRACING BETWEEN EVERY SET OF POSTS REQUIREDfOUNDATION DEPTH Material per ASTM, 2005 Modules in Landscape Orientation SPG SOLAR 20 Leveroni Court PaOLTM0POOMMAMANC o0nnco0u1 nse ORAMlOAfOAM DATA. OE8CWP AMDWWMW0I0AAfl0110WA9m 577-PARKSHILLFLANLY- HURLETON 31-6" HUMAAE 001610GMAO PQA[RET MOM TM COMPLEX, 2 TO 15 Navato, CA 94949 °�, , Um CA Lic. #759086 p.OI.OBED.OR N1MIOIEm PAM•Nll1ANV P� TMEE>mmr,E„ PEATWBIONOP A OILYN1rA0FJ DOtEPWBRATNE _ a 8M SOLAR NC ALL ATOM! AFBEAVM 4 1.1'-5" 04SH) 90 DEGREE CORNER ANGLE 3 HOLE I k ,I B22 CHANNEL FOR CROSBRACING — , AT BOTH ENDS OF ARRAY AT HIGH SIDE 1322 CHANNEL FOR CROSBRACING BETWEEN EVERY SET OF POSTS REQUIREDfOUNDATION DEPTH Material per ASTM, 2005 Modules in Landscape Orientation Intermediate Piers End Piers 577-PARKSHILLFLANLY- HURLETON 31-6" 31-6. COMPLEX, 2 TO 15 PERCENTSLOPES "OCERA KD205GX-LP MODULE PER MODULE: MAXIMUM POWER: 205W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2V MAX POWER CURRENT: 7.71A SHORT CIRCUIT CURRENT• 8.36 BUTTe COUN I SUIL-DING DIVISION REVISIONS', LARRY JORDAN HOME DESCR'PnON DY OKD APPL 76 STONEY OAKS BLVD. BANGOR, CA 95914 STRUCTURAL DETAIL -ELEVATION PTS ATOM_ : Owner: _)o WS w JASON DUENSING &V479MW I SJASON DsrNo M SOLAR -R, VISION: BP# OQ� °'s? ITS :d,_ APN: • Duce � Y t - . FILE GOP�L'�`.� ) • ME"1 1 B a 4 z GROUND MOUNTED PHOTOVOLTAIC 3.74KW ARRAY (22) KD205GX-LP PV MODULES ON(1) SMA 38000(240) INVERTER D LARRY JORDAN (22) (180.00EC) (94.5%) = 3742.2W AC AP# 028-410-101-000 AHJ: BUTTE COUNTY 76 STONEY OAKS BLVD. BANGOR, CA 959'14 (530)679-0945 B A �r `- I 1��' C9 spm SPG SOLAR 20 LeveroN Court Navato, CA 54949 CA uc. #759086 (415) 883.7657 6 II4lfMT0pw9MAKWM C0NIDBfIMLTw0R"WWND. Q%TA IE=Ampsapam OF Wo 8OL" AM _ANNUL cc=Am r"MUS r 0w/OIMIlD.pi MYl IDT/eRMW.D.1�W RP 4PW TPO O UlW p1WAl M-MOIi 01NMRf,Ip NK aw/a.nlCNt loMff w FfOtYE? 4 TOTAL SYSTEM SIZE = 3742.2W AC I SHEET INDEX ARCHITECTURAL PAGES.._.... COVER._ ........ ... .....�...m SITE / PLOT PLAN...„_ _A-1 ARRAY LAYOUT...._.......A-2 STRUCTURAL PAGES..........._. S. DETAIL -ELEVATION. -S-1 S.DETAIL.SIDE_..............3.2 ELECTRICAL PAGES..__......... SINGLE LINE LARRY JORDAN HOME 7B STONEY OAKS BLVD. BANGOR CA 95914 JASON DUjMM JASON DtENSNG =479 -SM SPG SOLAR E lf3P# 10 APS:_ TILE BUMDW DOWMEW SUBM TTAI I A-0 1 D c a A ..., ,—. :��:': � rrrr�s tom Item �m �m CONCRETE PIER 4 Q77A (`uAAlA1Cl r1Cl QTDI ITC YGf. VI Irll\1\LLI V11\VLL V 11\V 1 V (ITEM 2) ITEM DESCRIPTION 1 PV MODULE 2 B22 SINGLE STRUT 3 B22A DOUBLE STRUT 4 B22A DOUBLE STRUT 4'-7" 81-8111 j . 2 KYOCERA KD205GX-LP MODULE PER MODULE: MAXIMUM POWER: 205W r MAX POWER VOLTAGE: 26.6 V r COUNTY OPEN CIRCUIT VOLTAGE: 33.2V JUL7 +� MAX POWER CURRENT: 7.71A L 17 `0 SHORT CIRCUIT CURRENT: 8.36A i)EVELOPMENT SERVICES SPG SPG SOLAR PROPERTY OFBPOG AND NC CONFIDENTIAL. THIS DRAWING AND WCREV REV DATE 20 Leveronl Court OESCR PITON. AND OTHER NFORNATION CONTAINED MEREIRARe CONSIDERED AS PROPRIETARY AND THE E%CLUSNE PROPERTY OF SPO SOLAR INC. AND SHALL AfAWOA"' Nav to,Lic C759086 NOT BE MTHO D.TT HEE000CED.COPIEN CA LiC. #759086 dS � OR USED. ORRE IN PART. � PEMM4 ION OF A DULY AUTHORIZED REPRESENTATIVE !,•, (415) 88317657 OF SPO SOLAR INC. ALL RIOWE RESERVED. 5 4 6' I — 6' z DESCRIPTION LSI 34'-8" 6, I 6' I 4' m0 =moi ME --ml JN W pN� G� 35'-112" ou E CQ P. BOLDING UNC' DIMS �9 p� EVIL APPRoV I Qt CALIFS/w� LARRY JORDAN HOME STRUCTURAL DETAIL 76 STONEY OAKS BLVD. BANGOR, CA 95914 1Y: H•T tl6� A. JASON DUENSING JASON DUENSING 530979.6060 " NTS SPG SOLAR '�"0` omrAvora+wwna: are. - - BUILDING DEPARTMENT SUBMITTAL S-1 60,-08 2 1 5 — I 4 I 3� I E I 1 PV MODULES l�� I - I (B163) 22 DEGREE OPEN ANGLE BRACKET I C I :M m�B� 5'-0" 622 B22A CHANNEL (DBL. CONCRETE PIERS: 12" DIAMETER BY 5'-0" (MIN), B22A POSTS RUN 3" FROM BOTTOM 111-511 04SH) 90 DEGREE CORNER ANGLE 3 HOLE B22 CHANNEL FOR CROSBRACING v -� AT BOTH ENDS OF ARRAY AT HIGH SIDE B22 CHANNEL FOR CROSBRACING BETWEEN EVERY SET OF POSTS REQUIRED FOUNDATION DEPTH Material per ASTM, 2005 Modules in Landscape Orientation Intermediate Piers End Piers 577—PARKSHILLFLANLY- 55'-0" OCOMP 5'-0" EX, 2 TO 15 PERCENT SLOPES 711 B KYOCERA KD205GX-LP MODULE PER MODULE: MAXIMUM POWER: 205W MAX POWER VOLTAGE: 26.6 V Wo OPEN CIRCUIT VOLTAGE: 33.2V 7'-0" �� � MAX POWER CURRENT: 7.71A A A C' SHORT CIRCUIT CURRENT: 8.36A BUTTE COUNTY CIV\A`\�OQ����/�y�o� 3UILDING DIVISION nRROVarl PROPERTY OF SPO SOLAR INC. REVISIONS LARRY JORDAN HOME SPG SOLAR CONFIDENNALTHIS ORAYANOAMMYDATA REV DATE DESCRIPTION BY acv APP -D 76 STONEY OAKS BLVD. BANGOR, CA 95914 STRUCTURAL DETAIL -ELEVATION 20 Leveroni Court DESCRIPTION, AND OTHERINFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE __ Navato, CA 94949 EXCLUSIVEPROPIDmOFSPO SOLAR INC. AND SHALL BY: a°�� °�T.: NTS 0 � NOT BE EVVITSHED REPRODUCED COPIED JASON DUENSING JASON DUENSING 534978 6060 CA Lic. #759086 DISCLOSED, OR USED, IN WHOLE OR IN PAW. FOR ANY PURPOISSION SE A DULY T AUTHORIZED ERREEXPRESSREPRESENTATIVE SPG SOLAR OEBmIN.NUJER: .nra: _(415883-7657 0,sm— -ALLRi mr-m PRESENFATNE a,�o.�..: S-2 - ). OF SPO 80lAR iNC.ALL RIOHiB RESERVED. �...._.„,„��,. aR; BUILDING DEPARTMENT SUBMITTAL - 5 4 8 2 3 6 4 .(11) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 365.2 VOLTS TOTAL MAX POWER VOLTAGE: 292.6 VOLTS (11) K 205G P MO ULE (IN ERIE ) (11) K 205G P MO ULE (IN ERIE ) ALL PANELS BONDED TO RACK C W / (1) 012 BARE COPPER I KM W -Z LUNUUL 1 UKS (7 UU MAIC = U. / (1) #10 GROUND ( BONDED TO RACK) 30 AMP DISCONNE 3H 61RB SQUARE D [SABLE W / A DC FUSI LOCKABLE 3R 3 -POLE SMA 38000(240) INVERTER: PEAK EFFICIENCY: 95.6% MAX'DC CURRENT 20.0 A MAX'AC CURRENT: 16.0 A INVERTER MOUNTED ON STEEL RACK SMA 38000 3.8KW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCS 2 �-200AMP N SERVICE ISM AC CONDIUT RUN TO SERVICE W / 200A MAIN 1-1/4- SCH 80 PVC (MIN IS- OF COVER FILL) ZO A (2) S6THWN-2 CONDUCTORS (200' MAX = 1.3% VD ) (1) 98THWN-2 CONDUCTOR(NEUTRAL) (1) 08 THWN-2 GROUND c1 1` - lcrocERA KOzosGx-LP MODULE GROUND ROD DRIVEN AT NVERTER NEXT TO RACK SPG SOLAR 20 Levemnl Court Navato, CA 94949 CA Ue. #759086 (415) 883-7657 "`N-rM°PAVOCA MY tawoortu�0TH"W0 AWWC= T� °�WCGP V=A3 lt0PR M AWTW ICM=ftE00�REFVG90L Olrw�r.w T,m WT 1EFMMMRMODUM.COIMD. EImPLgw NIOQTI' Oi a a"gMn R"TeN Oi60f 4D. OR UXD. N MIQ1i di M I W tf. ip Nlf N�owe r,�eoo�w.FAMM Ngo,. -AW- ,,o.� ��,�. a..oawu.cK.aam�. REVISIONS LARRY JORDAN. HOME 78 STONEY OAKS BLVD. BANGOR CA 95911 FOR ATTACHMENT OF G ROUNDING ELECTRODE are oesc�arnoN -aro Acv plDuEmswG SPG SOLAR AO—ION DDUUENSNGa1o9>s-6= PER MODULE: CONDUCTOR. o... MAXIMUM POWER: 205W -.,.: aragoE:r��trtu.urru E-1 MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 332V 8 MAX POWER CURRENT: 7.71A _ Et SHORT CIRCUIT CURRENT: 6.36A - -=== r=} -x(22) KD205GX-LP PV MODULES ON(1) SMA 38000(240) INVERTER (22) (180.00EC) (94.5%) = 3742.2W AC 1. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED-OWWHITE. SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL POINT OF CONNECTION:THE OUTPUT OF A TOTAL SYSTEM SIZE = 3742.2W AC A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B), ����� A`O� s N WARNINGII ELECTRICAL SHOL:K HAZARD. BUILDING D I V I DO NOT TOUCH TEI Mi44S ON BOTH WE Alm LOAD SIDES. MAY BE ENERGIZED. . (� A7 p R Q\/E' 1` SPG SOLAR 20 Levemnl Court Navato, CA 94949 CA Ue. #759086 (415) 883-7657 "`N-rM°PAVOCA MY tawoortu�0TH"W0 AWWC= T� °�WCGP V=A3 lt0PR M AWTW ICM=ftE00�REFVG90L Olrw�r.w T,m WT 1EFMMMRMODUM.COIMD. EImPLgw NIOQTI' Oi a a"gMn R"TeN Oi60f 4D. OR UXD. N MIQ1i di M I W tf. ip Nlf N�owe r,�eoo�w.FAMM Ngo,. -AW- ,,o.� ��,�. a..oawu.cK.aam�. REVISIONS LARRY JORDAN. HOME 78 STONEY OAKS BLVD. BANGOR CA 95911 SINGLE LINE are oesc�arnoN -aro Acv plDuEmswG SPG SOLAR AO—ION DDUUENSNGa1o9>s-6= NTS o... �•,•�••�^�. .a.as -.,.: aragoE:r��trtu.urru E-1 1` ■ � B E�� 64 SPG SOLAR 20 LmroN Court Navato, CA 94949 CA Ua 11759086 (415) 8837657 34 E 1 DC SPG SOLAR 20 LmroN Court Navato, CA 94949 CA Ua 11759086 (415) 8837657 rOKOMMM4LTA*w�o AWJWV. oawu�.,wwwao.ion+,ow °�°^gKmc°"a ��"� �.RE��AS�W..ND,K �..Z aft �.�M.�N �.�.� �. MOR M""�"� " NNN REVISIONS ,�„ ,,,,E oeecwmo�+ DC N (-) DC DC *) SOLARGWL SPG SOLAR 20 LmroN Court Navato, CA 94949 CA Ua 11759086 (415) 8837657 rOKOMMM4LTA*w�o AWJWV. oawu�.,wwwao.ion+,ow °�°^gKmc°"a ��"� �.RE��AS�W..ND,K �..Z aft �.�M.�N �.�.� �. MOR M""�"� " NNN REVISIONS ,�„ ,,,,E oeecwmo�+ LARRY JORDAN HOME 76 STONEY OAKS BLVD. BANGOR CA 994 JASON DUENSI NG JASON DUENSNG 630- DdDE0 SPO SOLAR ..A--�: •• •. t t l e A BUTTE COIL IV I S�� APpR �► �VEQ DC CIRCUITS NTS DEPARTUM E-1 pUN JUL 17 200 yEv cLOPMENT SERVICES V • � $ $ $ u U yr `I Lam/ � {.�J $ $ Y u � r M �J $. �J �� $ $ ${{ � $ Y oZ- 4-112t- L1 O ��$$ ■-• ��{.:J l.:.l U�$ LJ $�� p x-10 $�� ■-•$�$�l�.J lJ$$� -1�• •-18t- -E0 'IT. • In. til111 h W e ,A �Ap — — — — jai u F�1 rn Z �ia��li r It � m r, mx K it IS �� 0 Z 33 m O -n :8fn o pro 0, C v C C C C C Y Y Y C C M Y Y Y C G y Y Y C O Y Y Y C G Y Y Y M C y Y Y Y C G Y Y Y G C Y Y V C C t•/ Y Y Y C Y Y Y Y Y G 10 N W x J� M M o i N a W r x yre l u� rn Z �ia��li r It � m r, mx K it IS �� 0 Z 33 m O -n :8fn o pro 0, C v C C C C C Y Y Y C C M Y Y Y C G y Y Y C O Y Y Y C G Y Y Y M C y Y Y Y C G Y Y Y G C Y Y V C C t•/ Y Y Y C Y Y Y Y Y G 10 N W x J� M M o i r3 a 0 FOR: CENTRAL PIERS, INC. THARP & ASSOCIATES, INC. '^ 284 N. THORNE " ^' 1 iR c Z r1 GEOTECHNICAL CONSULTANTS y N y FRESNO, CA. 93706 (559) 268-0828 Site Assessments*Fwxbtbn Englneerk�g*Construction Nor,�ttx�hg ANCHOR PBR ENGWEM TMOWN SYS= (28.75 M&) 347 SPRECKELS DRIVE, APMS, CA. 95003 (831) 662-8590 Z`D Y1