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HomeMy WebLinkAbout047-320-056r Builiiing Code Violation Complaint to inspector 30 day violation letter "10 day violation letter Abated,or Closed > 47 -32 -+Sport MICHAEL STEVENS '541 S/S Keefer Rd, 300'W Greenberry Ln,Chico. Permit#1420-83B,P,E,M(new single family w/detached garage) 47-32-56 665-89B,P,E TROTH, Terry 4227 Keefer Rd,Chico ContR: Holiday Pools (new swimming pool) FINALED: 15A 047-320-056 02-1 157 TROTH, MARY 4227 KEEFER RD., CHICO CONT: WATTS PLUMBING REPLACE WATER HEATER B07-0789 047-320-056 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE 960 SQ.FT. (24), 4227 KEEFER-RD - --- TROTH, MARY- �Og— 222%4 X17- 32(3(�S (o Tvh,. lmar`j._ t4 2-- '7 Kee ens &rooncl me n+ Solar Sy54&c 0q7- 32 0 n `\ w �C � � t y � �. � r i. � ,-7 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: 4227 KEEFER RD Owner: Permit No: B08-2223 APN: 047-320-056 TROTH MARY, Issued Date: 11/07/2008 • By TMP Permit type: MISCELLANEOUS 4227 KEEFER RD Subtype: Phtovtaic Sys Grnd CHICO, CA 95926 Expiration Date: 11/07/2009 Description: GROUND MOUNT SOLAR SYSTEM (530) 514-0922 Occupancy: Zoning: SR -1 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: B8999 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X /07/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Cont crors Sig Date r_1I, 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 WORKERS' 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.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, by E]I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED as required NI CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 Carrier: OLD REPUBLIC Policy Number: 74Exp. Dale.04/01112009 04/01/2009 Contractor's License Law.). (This section need not be completed if the permit �s or one edollars ($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 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and a fT3hou come subject to the workers' X 11/07/2008 compensation provisions of Section of the Labor Cade, I s 11 forthwith comply with those Owners Signature Date provisions. X 1/07/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Date SLRNtIUNG:FA RE SECURE 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 ABJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I h acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ubsidewalk. I hereby authorize representatives of Butte use or occupancy of a�toact ATTORNEY'S FEES. County to enter the ofor inspection purposes. I hereby certify that I am the property o aproperty owner's behalf. CONSTRUCTION LENDING AGENCY _. -.. p ,( �f.7��f 11/07/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency forPT Ittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1Contractor OR. E]Agent for Own e Agent for Contractor FILE COPY Lenders Address City State Zip 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 d BIN # "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. OWNER INFORMATION Last Name_ &064c o First Name tM A Mailing Address qz,z-) CityC'� co State C- Zip �3 Phone , 4, O i Z Z Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City G ,6 `; kc ` Address CAA G OA tc 6Z0ws0 City bP-o.lJ l � Stated Zip Phone 33— S^9�Es Fax E-mail `` e -kin( •SQLa✓C.y�„ �5,�(, So�N� . Co Nc. # •� Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City G ,6 `; kc Address Zip 96-'9 cos- city Fax State Zip Phone Fax E mail State License Number APPLICANT INFORMATION Name ,J Address S Z I G►c1 K t2o✓ad City G ,6 `; kc StateCLb' Zip 96-'9 cos- Phone,.,, --S 8b Fax E-mail ------------ ANTS NATURE X PROJECT LOCATION AP# D 14 % ` 3Z0 — b5"Co. ' 0--r— Property -GProperty Address 4/ Z L % 1< 0d JZjj?(Z City �t RqrZo WORKER'S COMPENSATION Policy Number GL,_) 9/7qb1boo Carrier 6(.413 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: 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 I Yes I No Occ. Type Const: ButtO 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 00 pA �r g 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: B08-2223 Location: 4227 KEEFER RD Parcel Number: 047-320-056 Owner Name: TROTH MARY, Description: GROUND MOUNT SOLAR SYSTEM Date: 10/31/2008 By: TMP Sub Type: Phtovtaic Sys Grnd Phone: (530) 514-0922 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 disturber 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: 10/31/2008 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: B08-2223 Location: 4227 KEEFER RD Parcel Number: 047-320-056 Date: 10/31/2008 Owner Name: TROTH MARY, Phone: (530) 514-0922 Description: GROUND MOUNT SOLAR SYSTEM Signature of Applicant:Date: 10/31/2008 .- -L iD FILE Oct 30 08 09:36a Mari Zahara 530 343-2125 p.2 CHICO SEPTIC SERVICE 4369 Nord Highway Chico, CA 95973 530 343-6340 &-s-/ 0'atic'iE7' INSPECTED BY CHICO SEPTIC SERVICE LICENSE #23782 i SarAy Bartlett y Ad -7 DBA CHICO SEPTIC SERVICE 3 (Owner Operator) TROTH RESIDENCE SOLAR ARRAY GROUND MOUNT FOUNDATION DESIGN CHICO, CA STRUCTURAL CALCULATIONS PROJECT NO. 3.1538.00 September 25, 2008 Prepared by: CSW ST CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leveroni Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 0s -vLZ3 VAPPRIMMI B J D I 2 1 DETAIL @ 6" = 1' SCALE EAST ELEVATION @ 1" = 1' SCALE UM=w D NYO(GOg7pgIT ORRIIENTAT10N)�ES D B22 PV MOUNTING RAR - - LENGTH, S9.1' EOVIPAIEM AIOUIJTED ON PV RACK: YAOTM 09' (2130A DC OISCONNFCTS DEPTH: 1..' (2) SNA SUNNYBOY SBM000S INVERTERS '•1 ;. WEIGHT.•0.8LBS (1) AC COMBINER BON 922 SLOPING BEAM GROUND MOUNTED PHOTOVOLTAIC ARRAY 6 FT MAK SPAN (W) KYOCERA KDWSGXdP PV MODULES (PORTRAIT ORIENTATION) GLINE 22 DEGREE OPEN ANGLE BRACKET B32ANOR BEAM R AX SPA BLMK SPAN ✓ 18'.10• B1. BGGEGREE 622 MOUNTINGS PV 1B' 10�• C Q CORNER BRKNET 6FT AN C WITH BOLTED SETUPS 022 CROSSGRACING I 022A VERTICAL POST IL, BETWEEN EVERY SET OF POSTS LOFT AC RUN Pr,n"J.nR 1•.—W. RD PVC, minimum U) aG THWWx m„moms 121 /e THWN•2 flet J mptlP prPr,no lsx� x1b. 1 •9 12'.11• G' n R 9•s i I S•6' n T2. n — 922 CROSSSRAC WG AT BOTH ENDS OF ARRAY ON MOH SIDE CONCRETE FOOTINGS: "*DIAMETER S 0• DEEP B2.2A POSTS RUN TO D' FROM BOTTOM '��°;!` - SPG SOLAR"aHK •�” 1 REVISIONS •ao !1�1lerx ano o•1L occaPml �9 MAR 0"" 4227 KEEPER ROA. STRUCTURAL MOUNTING 20LEVERON(COURT NOVATO. CA 94949 CA Uc. 9759066 m",�, "W Ae"..„, ^' ^^° ,2633 T CHICO, CA 95977 DETAILS •-'- PROJECT NO: (415)683.7657 ... ..:....�::a:u. : _. ..:..._.__.,....,.y,.r.I .... CAD DWG FILE: S-2 STRUCTURAL.DWG PERMIT SUBMITTAL $-2 ^+^^^- •�•,-•--•---•. ^+. 5 ( A D 2 I 5 7 2 KYOCERA KD205GX-LP PV MODULES (PORTRAIT ORIENTATION) LENGTH: 59.1' WIDTH: 79' DEPTH: IA' 4'-118u 0 WEIGHT:40.8LB5 n O,_O8" 9 49'-58" 8'-6" GROUND MOUNTED PHOTOVOLTAIC ARRAY EQUIPMENT MOUNTED ON PV RACK: ' 822 CHANNEL. MAX SPAN: (60) KYOCERA K0205GX-LP PV MODULES P 1 3'-3" (PORTRAIT ORIENTATION) (2) 30A DC DISCONNECTS (2) SMA S (1) AC BOX�RTERS P2 G �- q" 18,-58,. 5-62 „ o 5'-6q" IZ .i B P4 63 A BZ2 SLOPING BFAM B22A HORIZONTAL BEAM 6 ;MAX SPAN BFT MAX SPAN 822 PV MOUNTING RAIL A fiFT MAX SPAN CONCRETE FOOTINGS: 12' DIAMETER 5.6' DEEP B22A POSTS RUN TO 3' FROM BOTTOM • '4'" SPG SOLAR 20 LEVERONI COURT "� _ _ "e. 9EVI5gN9 ., ^^""^"�""'�^"° wg�,a;�',""" `"ai`o"�.'iu:*' M ro MARY TROTH 4227 KEEPER ROAD CHICO, CA 95973 ARRAY LAYOUT @1/4"=l ' SCALE {ti jr.4"•:5 ® NOVATO, CA 94949��u f?t:•:,G,�•r c' CA Lk. 4759096 PROJECT NO: 2633 �•�••• ••• �'.''a (415) 683.7657 CAD DWG FILE: S-1 ARRAY LAYOUT.DWG"�•-- -• PERMIT SUBMITTAL S-1 6 4 7 2 1 3 CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Aualications Project Name: Troth Residence Date: 9/11/2008 Project Number: Client: SPG Solar Project Address: 4227 Keefer Road, Chico, CA Determine Wind Loading 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." APTECKg, ET1Gi} UXING SERVICES, IW— .ES-C•-653r0-? `,fade JLG Dae 1 FU G 1Ji G=ent ISA Calculation No.: _ _ Checked Got_: ProicctNo.: Title: IBC Zt`incl Anai sis er Solar Panel AIS -0707-65-3-0-5 �-5 Tracker Assembly, Support;. andDrl-;'2 Re:is n Vic.: D ument"on:rol t•1•�.: Shee:;dc.: Nfechanisiv t'ar 90 mph Wind Sneed D i:: ? of 5 5 DESIGN PRESSURE i^ . _u. (Eq 6-27) For the generic case: P:= q_ C>C: P = 17.172psi P = 0.1193p: For the oalique wind case PO := q G C, t PO = <_ .399 7' psf PO = 0.21 s p:i °1 := q` GC,1 P1 = 22.934p:£ Pt = 0.1593p:i Pq� G C:_ P_ _ -6.95lPsi, P_ = Q.1.7 -psi P3 := qZ GC-,. P',, = yc . 'Fsi P = 0.1)27'psi ihe design pressure is to be applied to the projected area. For the finite element model, the pressure was applied normal to the face and meas corrected by the sine of 45 degrees, or 0.7,77. 'worst case stresses are determined Tor ihe support poles, the torque tabes, and the aluminum rail extensions The results sl ox that Mase C bounds Case A for all components of interest. Ell Region Cf CSW/Stuber-Stroeh Engineering Group, Inc. CSW 1 S T= 2.6 45 Levoroni Court 415.883.9850 s to 2s 1.7 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: Wind Speed: 85 MPH 3s to 10s Tilt Angle: 22 degrees Array Height: 10.5 ft (h, height of sign) Array Width: 19.83 ft (s', width of array) Vert. Array Width: 7.43 ft (s, projected vertical dimension of sign) Array Length: 51 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' = 2.57 Clearance ratio s/h = 0.71 Case A & B Cf = 1.595 _ Case C Region Cf Cf Reduced 0 to s 2.6 N/A s to 2s 1.7 N/A 2s to 3s 1.15 N/A 3s to 10s N/A For the generic case: P = qZ*G*Cf= 15.72 psf For the oblique case: P, = qZ*G*Cf, = 25.63 psf P2 = qz*G*Cf2 = 16.76 psf P3 = q7*G*Cf3 = 11.33 psf P4 = qz*G*Cf4 = 0.00 psf CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST. . 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 PX=PCos 0 Py = P sin 0 For the generic case: P = 15.72 For the oblique case: P, = 25.63 P2 = 16.7E P3 = 11.33 P4 = O.Oc PX (psf) Py (psf) 5.89 14.58 9.60 23.76 6.28 15.54 4.25 10.51 0.00 0.00 5 No CSW/Stuber-Stroeh Engineering Group, Inc. CSW S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Find Wind Load to Piers End of Array to First Pier (Ll)= 0 ft First Pier to Second Pier (L2)= 8 ft Second Pier to Third Pier (L3)= 8 ft Third Pier to Fourth Pier = if G Eor=g i C- I - T . T - T - T . T'T TT T T- TT T T T.. T T . T .. T T - P 00"OOF-- Generic Oblique Pr, end = Pr, second = use alt. method Pr, middle second pier second pier governs governs iw I - T . T - T - T . T'T TT T T- TT T T T.. T T . T .. T T - P 00"OOF-- Generic Oblique Pr, end = Pr, second = use alt. method Pr, middle second pier second pier governs governs 7 g' i6 ' 24' io2.s2 pAr R2 = 624-5,63 t (16-76 PSF)62'-743') d 164..5 nAF Loads: LC 2. IBC 16.12 (a) Res'LLLs lar LC 2. IBC 1612 (a) Reaction units are IU and I1r11 1340.6 1277 3 0 -1222.5 Sept 18, 2008 at 3:04 PM DL + LL ArrayModel.r3d 0 ,y �X 10 CA r J .1845IIVf1,, -e.so2lar� `f l\ru v3 rn s E �. . a -.z � ----,1222.5 34.8 1274.9 1241.7 Loads: LC 3. IBC 1614 Resdls for LC 3.113C 1614 Rea[Ibn 1➢IILi are to and lb -II Sept 18, 2008 at 3:05 PM DL + .6WL ArrayModel.r3d 10 Y lzL, x 410 -� \�'.• •••'1•\••.�`•� yam` �\r\\l�'•• ;`, �\••\• ver '\/.! � r•1\v\ \ y , y. -8.502Inm INr �'•,\ �;y, 164.51M f -1076. -1134. -655.1 0 3_._j 42 i 4 127.G Loads: LC 4• IBC 16.14 (a) _ Res lLs for LC 4, IBC 16-14 (a) Reat:don units are IU and Ib -ft Sept 18, 2008 at 3:05 PM DL - .6W L ArrayModel.r3d Company Designer Job Number 11 Sept 18, 2008 3:06 PM Checked By: Member Primary Data I nhal I Jnint .1 .Inint K .Inint Rnt CoMinn/Rhnno Tvno nocinn 1 ict Mntorini rlacinn Rnloc 1 M1 N1 N10 HR1A Beam Tube A36 Gr.36 Typical 2 M2 N2 N3 HR1A Beam Tube A36 Gr.36 T ical 3 M3 N4 N5 HR1A Beam Tube A36 Gr.36 Typical 4 M4 N6 N7 HR1A Beam Tube A36 Gr.36 Typical 5 M5 Z N5 N8 HR1A Beam Tube A36 Gr.36 Typical 6 M6 N8 N9 HR1A Beam Tube A36 Gr.36 T ical Member Advanced Data I -ties I osie. - 10-1---- 1 1 nu..-wi rlr. ^-h. OL.....:....1 T^RA I---I:..- Envelope Member Section Forces RISA -3D Version 7.1.1 [\... \... \... \... \... \... \... \Troth Residence\Structural\Revised 9-18-08\ArrayModel.r3d] Page 1 12 Company Sept 18, 2008 Designer 3:06 PM Job Number : Checked By: 1 Envelope Member Section Forces (Continued) Mcmhcr Cor AViolflhl Ir v Chc.rfihl In i Ch-flhl Ir T_rn nh 1n ., RA--- In -, RA..-^-tfll. Al I- 37 ! 4 max 1297.412 2 1 .337 2 0 1 0 1 0 1 .711 2 38 min -1104.377. 4 -.316 4 0 1 0 1 0 1 -.666 4 39 5 max 1291.001 2 .337 2 0 1 0 1 0 1 0 1 40 min -1108.224 4 -.316 4 0 1 0 1 0 1 0 1 41 M5 1 max 1396.481 3 6.353 1 0 1 0 1 0 1 0 1 42 Imin -1400.737 4 3.71 3 0 1 0 1 0 1 0 1 43 2 Imaxl 1399.767 2 -1.165 4 0 1 0 1 0 1 -3.727 3 44 1 min -1397.914 4 1 -2.213 2 0 1 0 1 0 1 -6.752 1 45 1 3 max 1404.472 2 -6.243 4 0 1 0 1 0 1 14.087 2 46 1 min -1395.091 4-10.676 2 0 1 0 1 0 1 7.414 4 47 ! 4 max 1398.103 3 2.116 1 0 1 0 1 0 1 -3.115 4 48 1 min -1399.495 4 .978 3 0 1 0 1 0 1 -7.663 2 49 1 5 max 1402.344 2 -3.518 4 0 1 0 1 0 1 0 1 50 min, -1396.673 4 1 -6.639 2 0 1 0 1 0 1 0 1 51 1 M6 1 max 590.165 2 0 1 0 1 0 1 0 1 0 1 52 1 min -459.299 4 0 1 0 1 0 1 0 1 0 1 53 1 2 max 582.043 2 0 1 0 1 0 1 0 1 0 1 54 1 min -464.172 4 0 1 0 1 0 1 0 1 0 1 55 1 3 max 573.92 2 0 1 0 1 0 1 0 1 0 1 56 i min -469.045 4 1 0 1 0 1 0 1 0 1 0 1 57 1 4 max 565.798 2 0 1 0 1 0 1 0 1 0 1 58 I min -473.919 4 0 1 0 1 0 1 0 1 0 1 59 1 5 maxl 557.675 2 0 1 0 1 0 1 0 1 0 1 60 min -478.792 4 0 1 0 1 0 1 0 1 0 1 I AkJ-0W,45PI! 4,,( JAI, 1 -0,q -D = l#ii I (5(2 (822 @ (20") ($22.x+ G 120") I RISA -3D Version 7.1.1_ (1...\...\...\...1...\...\...\Troth Residence\Structural\Revised 9-18-08\ArrayModel.r3d] Page 2 i I 13 CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST== 45 Levoroni Court 415.883.9850 + Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: Pier Diameter: 12 inches End Pier = 5.5 ft i Middle Pier = 5.5 ft Reference Table 1804.2 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 79.32 and CH) i 307.65 i Job Site Soil Classification: Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW,SP, SM, SC, GM, and GC) Friction Force (from table): 250 psf (DL Only) 333.33 psf (Total Load) I 166.67 psf (Uplift) Solar Panel Model Name: Kyocera KD205GX Length: ' 59.1 inches Width: i 39 inches Weight: 40.8 lbs (lbs.) 2.55 psf Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ftz) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier i 79.32 202.19 307.65 5.5 4319.69 5759.59 2879.79 Middle Pier 158.64 404.37 540.07 5.5 4319.69 5759.59 2879.79 14 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.816 Longitude = -121.91 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 0.618 (Ss, Site Class B) 1.0 0.233 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.816 Longitude = -121.91 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SMI = FvS1 Site Class D - Fa = 1.306 ,Fv = 1.933 Period Sa (sec) (g) 0.2 0.807 (SMs, Site Class D) 1.0 0.451 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.816 Longitude = -121.91 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.306 ,Fv = 1.933 Period Sa (sec) (g) 0.2 0.538 (SDs, Site Class D) 1.0 0.301 (SD1, Site Class D) 15 CSW/Stuber-Stroeh Engineering Group, Inc. C S WS T ": 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Seismic Analysis for Residential Ground Mounted Applications Project Name: Troth Residence Date: 9/11/2008 Project Number: Client: SPG Solar Project Address: 4227 Keefer Road, Chico, CA Seismic Loading based on ASCE 15.4.2 (Non Building Structures): To be conservative, take maximum values for seismic coefficients rather than site specific values: Fa = 1.419 Ss = 0.476 SDS = 2/3 Fa SS = 0.450296 Array Width: 19.83 ft Trib Length: 8 ft Array Weight: 2.51 psf Trib Weight, W = 398.19 lbs. Seismic Base Shear (Egn 15.4-5): V = 0.30SDS W I V = 53.79 lbs. Verify Fundamental Period: n E wi,52 T = 2;r i=r n g fi .5i i=1 for B22A Column: 6= VL3 E= 29000000 psi 3EI 1= 0.9732 in' 5 = 0.1000 in. T = 0.2750645 Since T > .06 s, refer to Section 15.6 (ASCE 7-05) Non -building Structures not similar to Buildings 16 ASCE 7-05 DESIGN BASE SHEAR - SEISMIC LOADING SPECTRAL RESPONSE ACCELERATIONS (12.5): Use Seismic Hazard Curves, Response Parameters, and Design Parameters program by USGS to determine short period; Ss, and 1 -second period, S1, spectral accelerations. Site Coordinates: Latitude = 39.816 Ss = 0.618 g Longitude = -121.91 S1 = 0.233 g Site Class = D This is given in soils report. Use "D" if no soils report is used Fa = 1.3 Per Table 11.4-1 Fv = 1.9 Per Table 11.4-2 Maximum Considered Earthquake Spectral Response Accelerations: SMS = 0.807108 g SMi = 0.450389 g Design Spectral Reponse Accelerations: SDS = 0.538 g SW = 0.300 g SEISMIC DESIGN CATEGORY, SDC (11.6): Structure shall be assigned a Seismic Design Category per section 11.6.1.1 ASCE7-05. For Occupancy Categories I, II, and III, if Sl >/= 0.75, SDC ="E" For Occupancy Category IV, if S1 >/= 0,75, SDC ="F" For all other structures, the Seismic Design Category to be based on Tables 1613.5.6(1) and 1613.5.6(2) Both tables are based on their Occupancy Category. Each buildingand structure shall be assigned to the most severe Seismic Design Category. Occupancy Category = II Per Table 1-1 (ASCE 7-05) S1 < 0.75 SDC = N/A Per Table 1613.5.6(1) SDC = D Per Table 1613.5.6(2) SDC = D Assigned Seismic Design Category = D DESIGN RESPONSE SPECTRUM (11.4,5 ASCE 7-05): To = 0.112 sec TS = 0.558 sec Ti = 8 sec Long Term Period per Fig. 22-15 (continental USA), Fig. 22-16 (California and Nev.) Fundamental Period of Structure hn = 10.5 (Height above base to Level n) Ct = 0.020 Per Table 12.8-2 X = 0.75 Per Table 12.8-2 To = 0.117 secs (Method A Structural Period per Section 12.8.2.1) To = TS = T, sec So, g 0 0.215 0.112 0.538 0.558 0.538 0.75 0.000 1 0.000 1.5 0.000 2 0.000 2.5 0.000 3 0,000 3.5 0.000 m 1.2 � 1 0 `m 0.8 d v 0.6 Ul C 0 y 0.4 a 0.2 v m CL N 0 17 DESIGN RESPONSE SPECTRUM 0.1242 0.621 0.75 1 1.5 2 2.5 3 3 Period, T (sec) EQUIVALENT LATERAL FORCE PROCEDURE (12.8.1 ASCE 7-05) R = 3.25 (Table 12.2-1 - Design Coefficients and Factors for Seismic Force -Resisting Systems) I = 1 Importance Factor Cs = 0.166 Selmic Response Coefficient per Eq. 12.8-2 Cs need not exceed 0.792 per Eqs. 12.8-3 and 12.8-4 Cs shall no be less than 0.01 per Eq. 12.8-5 For S1 >/= 0.6g, Cs shall no be less than N/A BASE SHEAR, V = Cs x W TOTAL BASE SHEAR: V = 0.166 x 2.51 V= 0.42 PSF WIND GOVERNS m$e Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 1227 Lateral Load, lbs No := 1 Number of Piers H:= .5 Height to Top of Pier, ft ignore := 1 Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 266.7 Passive Pressure, pcf Hr := H + ignore Hr = 1.5 F Pr := — Pr = 1227 No dpier B:= B=1 12 Guess Value: D:= 6 A:= I Given A = 2.34 -Pr A Hr D= — 1 + 1 + 4.36•— S•D•2B 2 A 3 (4.7) 3.5 (4.5 Dpier := D +ignore Dpier - -) 5.7 J 1 Total Pier Depth = s'6 " Certified to the new UL 1741/IEEE 1547 > 10 yr. standard warranty > Highest CEC efficiency in its class >- Integrated load -break rated AC and DC disconnect switch > Integrated fused series string combiner > Sealed electronics enclosure & Opticool > Comprehensive SMA communications and data collection options Ideal for residential or commercial applications > Sunny Tower compatible t :u SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements. The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better performance and shorter payback periods. All three models are field -configurable for positive ground systems making them more versatile than ever. With over 500,000 fielded units, Sunny Boy has become the benchmark for PV inverter performance and reliability throughout the world. c�lus ti. t t :u SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements. The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better performance and shorter payback periods. All three models are field -configurable for positive ground systems making them more versatile than ever. With over 500,000 fielded units, Sunny Boy has become the benchmark for PV inverter performance and reliability throughout the world. c�lus .40 4 'k Id Tec,.:T h 1- PV Start Voltage SB5000us 6250 W ,E66 V, 21• A 4 SB600OUS 75.00 W 600 V 250 - 480 V 25A <5% 4 SB 700OUS 8750 W 600 V 250 - 4WV 30A < 5% 4 1h .5 N,- 6v (D unli B"" / �C r 5000 W .6 7000 W AC M.)iff�uT Output Power 5000 W6000 W 7000 W K 24 A, 20 B A 18 A 29A 25 A, 21.6 A 34 A. 29 A.25.3 A AC Nominal Voltage Range Input Data iilY'_,2,-29­'V­@ 208 V 5 ii3 - 229 V @ 208 V Max. Recommended Array Input Power (DC @ STC) 211 - 264V@240V Max. DC Voltage 211 - 264V@240V Peak Power Tracking Voltage - 2 305 V @ 277V 'H"z �'5, _244-3 05V@277V DC Max. Input Current AC'Or��quency Range bc Voltage Ripple Power Factor I,ccsenc Number of Fused Strin In uts PV Start Voltage SB5000us 6250 W ,E66 V, 21• A 4 SB600OUS 75.00 W 600 V 250 - 480 V 25A <5% 4 SB 700OUS 8750 W 600 V 250 - 4WV 30A < 5% 4 1h 4op AC Nominal Power r 5000 W it 6000 W 7000 W AC M.)iff�uT Output Power 5000 W6000 W 7000 W AC Maximum Output Current (@ 208, 240, 277 V). 24 A, 20 B A 18 A 29A 25 A, 21.6 A 34 A. 29 A.25.3 A AC Nominal Voltage Range 183 - 229V@208V iilY'_,2,-29­'V­@ 208 V 5 ii3 - 229 V @ 208 V 211 - 264V@240V 211 - 264V@240V 211 - 264V@240V - 2 305 V @ 277V 'H"z �'5, _244-3 05V@277V 244 - 305 V @ 277.V AC'Or��quency Range 60 H. 66360 Hz/ 59.3 Fiz - 60. _�z �6 Hz 59.3 Hz - 60.5 Hz j;t Power Factor I,ccsenc 1: — -, F . Peak Inve.r.ter Eff.icie.ncy 96.8% . '. -, 9.7.09 o % % CEC weighted Efficiency 95.5 % @ 208 V 95.5 @ 208 V 95.5 %@ 208 V 95.5 % @ 240 V96.0 95.5 % @ 240 V % @ 240 V 955%@277V 960%@277V s 960°/@277V Dimensions W x H x D in inches 18A x24.1 X9_5 18A x24.1 x95 y 18.4 x24.1 x9S Weight / Shipping Weight j 143 lbs / 154 lbs 143 lbs 154 lbs 143 lbs/ 154 lbs ".X �Ambient temperature range 13 to +113 *F to +113 *F -13to+113.° F Power Consumption.. standby nig_kffime _Ir'ue'sinewave, < 7W/0.25 W Topology PWM, true sinewbve, PWM, n PWM, true sinewove, ; current source source, • Cooling Concept Convection with ,current 5 Convection with iConvection with regglotpd fan cooling regulated Fan cooling regulated fan cooling V" Mounting Location Indoor Outdoor (NEMA 3R) 0/0 e/0 -Features7'. LCD Display i play k Lid Color: aluminum red blue yellow 'R*S"4'85*/Wireless J G/Q/Q/Q q/0/o/0 6/0/0/0 &rn'n unicotion: 0/0 0/0— 0/.0 rrqnty.:. 10 ear Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15 A & B Specifications for nominal conditions 0 Included 0 Option Not available ....... ... . Efficiency Curves 4op 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 structu-al 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 star alone systems • etc. QUALIFICATIONS' • MODULE: UL1703 listed • FACTORY: ISO9001 and ISO 14001 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • ;Iectrical 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 Warra.ity issued by Kyocera (Long term output warranty shall warrant if PV Module(s) exhibits power output of less than 90% of the original ninimum 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 valuBs shall be those measured under Kyocera's standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocere) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various cell temperatures ft,.g. M Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various irradiance levels 0802 SPECIFICATIONS ® Physical Specifications ■ENNEN ®®®m■ MEMEMEMMEMMEMENEM MEN ®■■ NEON■■ ® Specifications ■ Electrical Performance under Standard Test Conditions VSTC) Maximum Power(Pmax) 205W (+5//-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: lndiarce JWOW/m°. AM1.5 spectrum, aB tempert= 25L ■ Electrical Performance at 800W/m2,•NOCT, AM1.5 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 (Isc) 6.82A -NOCT (NaTil" Opemfing Cell Temperature) • 49t ®�I(YOCER3 KYOCERA Corporation N KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushiml-ku, Kyoto 612.8501, Japan TEL: (81)75-604-3476 FAX:(81)75-604-3475 http://www.kyocera.com/ • KYOCERA Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260, USA TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 http://www.kyocerasolar.com/ s KYOCERA Solar do Brasil Ltda. Av. Guignard 661, Loja A 22790-200, Recreio dos Bandeirantes, Rio de Janeiro, Brazil TEL:(55)21-2437-8525 FAX:(55)21-2437-2338 http://www.kyocerasolar.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 htlp://www.kyocerasolar.com.au/ s KYOCERA Fineceramics GmbH Fritz-Muller-Strasse 107, 73730 Esslingen Germany TEL:(49)711-93934-999 FAX: (49)711-93934-950 http://www.kyocerasolar.de/ solar Q kyocera.de 36 36 ■ Cells Number per Module 54 0 Module Characteristics Length x Width x Depth 1500mn(59.1n)x99hm(39.OWX36mn(1.4in) Weight 18.5kg(40.8lbs.) Cable(+)760mm(29.9in),(-)1840mm(72.4in) ■ Junction Box Characteristics Length x Width x Depth 100mm(3.9WXl08mm(4.3in)x15mm(0.6in) IP Code IP65 ■ Others 'Operating Temperature —40C ^-90C Maximum Fuse I 15A 'This temperature is based on cell temperature. Please contact our office for further information. • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, 013-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(65)6271-0600 o Kyocera Asia Pacific Ltd. Room 801-802, Tower 1, South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2723-7183 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 Office)Room 2107, Beijing Huabin International Building, No.8 Yong An Dong Li, Jlan Guo Men Wai Road, Chao Yang District, Beijing, 100022, China TEL:(86)10-8528-8838 FAX:(86)10-8528-8839 http://www.kyocera.com.cn/ • KYOCERA Korea Co., Ltd. Diplomatic Center Room 0406, 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 Ytvervestheright-to-modify these-specificationswvit,',olit notice •1tE/6109971 -SAGM as 13/1C .ssf(M) MM Q_9.9) 0" Am(M) 931 (23Q (19 .5906 QAq AZ (u) 11456 (L70i t.10. 1.2027 (19]11 .751 (13n y 15/t" (413) 31/4". A 13/16" • 1322A (zo.6) Wt. 3.80 Lbs./Ft. (5.65 kgia0 PIC u ,d 20 Rde Pap 14 for geacral fitting and standacd finish Voafications. B22 CR NNEL M . . B22 ' o •TWcim= 12 Gauge 6 mtn) . • TO' �3.OS _ �c 6649 GSI 1956 � m) do 20' . fmt � Plain, - - 'V q u b �•A+ R •Wag 190 Tombs /F � 304 a 316, Alamo ' -- �o - ` J r3 3/► (413) 3/g" V� r� �� ro V2-14 t� - i� X Nl r. _��111 fi- y as 13/1C .ssf(M) MM Q_9.9) 0" Am(M) 931 (23Q (19 .5906 QAq AZ (u) 11456 (L70i t.10. 1.2027 (19]11 .751 (13n y 15/t" (413) 31/4". A 13/16" • 1322A (zo.6) Wt. 3.80 Lbs./Ft. (5.65 kgia0 PIC u ,d 20 Rde Pap 14 for geacral fitting and standacd finish Voafications. M . SECTION PROPERTIES o =A 3 E20 (s 69) 1:124 X12 _ �c 6649 GSI 1956 �t Aka�a6oasoisafioapcnppi6«.�ebsso3oa 'V q u b �•A+ R FA N cg as 13/1C .ssf(M) MM Q_9.9) 0" Am(M) 931 (23Q (19 .5906 QAq AZ (u) 11456 (L70i t.10. 1.2027 (19]11 .751 (13n y 15/t" (413) 31/4". A 13/16" • 1322A (zo.6) Wt. 3.80 Lbs./Ft. (5.65 kgia0 PIC u ,d 20 Rde Pap 14 for geacral fitting and standacd finish Voafications. 00 a 2 8 as 8 m �C a� V d PC Ir rn B22 BEAM LOADING DATA B4!n& 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 uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. w m r a+qs_. 22 Reference page 14 for general fitting and standard finish specifications. it~ Ar e� r. Uniform Load ra Deflectioll 1/240 Span It360 Span Beam Simn ClIannel Unil'orm Load and Deflection B22 2610 (11610) .014 (35) 2610 (11610) 2610 (11610) 12 (305) B22A 2610* (11610) .002 - (.05) 2610* (11610) 2610* (11610) B22X 5790* 755 .001 .02 5790* 25755 5790+ 2575 B22 2269 (10093) .031 (.79) 2269 (10093) 2269 (10093) 18 (457) B22A 2610* (11610) .007 (.18) 2610* (11610) 2610* (11610) B22X 5790* 2575 .003 5790; 2575 5790* 2575 B22 1702 (7571) .056 (1.42) 1702. (7571) 1702 (7571) 24 (609) B22A 2610* (11610) .017 (.43) 2610* (11610) 2610* (11610) B22X 5790* 25755 .008 20 5790* 75 5790* 25755 B22 1361 (6054) .087 (221) 1361 (6054) 1294 (5756) 30 (762) B22A 2610* (11610) .033 (.84) 2610* (11610) 2610* (11610) B22X 5790+ 75 .017 .73 5790* 2575 5790+ 2575 B22 1135 (5049) .126 (320) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790* 25755 .029 .73 5790* 2575 5790* 2575 B22 972 .172 (437) 972 (4323) 660 (2936) 42 (1067) B22A 2610* .091 (231) 2610* (11610) 2610* (11610) B22X 5790*.046 1.1 5790* 2575 5790* 2575B22 851 E25755 .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 125 (3.17) 2405 (10698) 2405 (10698) B22X 5790*.068 1.73 5790* 2575 5790• 25755 B22 756 (3363) .284 (721) 599 (2664) 399. (1775) 54 (1371) B22A 2138 (9510) .158 (4.01) 2138 (9510) 2024 (9003) B22X 5790* 2575 .097 2. 5790+ 2575 5790* 2575 B22 681 (3029)351 (8.91) 485 (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 619 (2753) .424 (10.77) 401 (1784) 267 (1187) 66 (1676) B22A 1749 (7780) .236 (5.99) 1749 (7780) 1355 (6027) B22X 5132 22828 .158 4.01 5132 22828 5132 22828 B22 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 4.7 4704 20924 4704 20924 B22 524 (2331) .593 (15.06) 287 (1276) 191 (849) 78 (1981) B22A 1480 (6583) .330 (8.38) 1455 (6472) 970 (4315) B22X 4342 19314 .220 5.59 4342 19314 4270 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 1793 .255 6.48 4032 1793 3682 1637.8 B22 454 (2019) .789 (20.04) 216 (961) 144 (640) 90 (2286) B22A 1283 (5707) .440 (11.17) 1093 (4862) 729 (3243) B22X 3763 16738 .293 7.44 3763 16738 3207 1426 B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 15693 .334 8.48 3528 15693 2819 12539 B22 400 (1779) 1.013 (25.73) 168 (747) 112 (498) 102 (2591) B22A 1132 (5035) .565 (14.35) 851 (3785) 567 (2522) B22X 3320 14768 .377 96 3320 14768 2497(11107) 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 990 B22 358 (1592) 1.266 (32.15) 134 (596) 90 (400) 114 (2895) B22A 1013 (4506) .706 (17.93) 681 (3029) 454 (2019) B22X 2971 13215 .471 11.96 2971 13215 1999 8892 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 nsi (172 Wa) in accordance with MFMA, 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 uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. w m r a+qs_. 22 Reference page 14 for general fitting and standard finish specifications. it~ Ar e� r. CHANNEL NUTS & HARDWARE 96 It•ESISTANCE TO SLIP t Willi Sal'cty Factor of 3 -Ma.einunn slip strength for 12 gauge channels is limited to 1550 lbs. (6670 N) ao Q E iz B -Line.* - Thread Nut Part Size Numb Resistance to -Slip #8-32 N221, N221WO,N521 50 220 50 220 50 220 -7N721,TN221 #10-24 N222, N222W0, N522 100 440 100 440 100 440 N722, TN222 #10-32 N227, N227WO, N527 100 440 100 440 100 440 N727, TN227 1/4"-20 FN224, N224,N224WO, N524 300 1330 300 1330 300 1330 N724, TN224 5/16"-18 N223, N223WO, N523 450 2000 450 2000 450 2000 N723, TN223 3/8"-16 FN228, N228, N228W0, N528 800 3560 600 2670 600 2670 N728, TN228 7/t6"-14 N226, N226W0, N526 1000 4450 800 3560 800 3560 N726, TN226 1000 4450 1h"-13 N225, N225WO, N725, TN225 150016670 6670 1000 4450 N525, N525WO, TN525 15006670 1000 4450 1000 4450 5/8"-11 N255, N255WO, N755 15006670 1000 4450 1000 4450 N555, N555WO 1500 1000 4450 1000 4450 3/4"-10 N275, N275WO, N775 1500 6670 1000 4450 1000 4450 N575, N575WO 1500 6670 1000 0 E44150 1000 4450 /8" 9 N278, N278WO, N778 1500 6670 1000 1000 4450 Resistance to Slip of Channel Nut 50 Reference page 44 for general fitting and standard finish specifications. C CHANNEL NUTS & HARDWARE PULL-OUT STRENGTH -With Safety Factor of 3 •Maximum pullout strength for B 11 & B 12 channels is limited to 1550 lbs. (6670 N). 15 -Line -N* Pull -Out Strength of Channel Nut WE At. A Ki Reference page 44 for general fitting and standard finish specifications. 51 Size NumbersThread Nut Part PuU-Out 200 890 200 890 200 890 #8-32 N221, N221WO,N521 N721,TN221 #10-24 N222, N222WO, N522 N722, TN222 250 1110 250 1110 250 1110 #10-32 N227, N227WO, N527 N727, TN227 250 1110 250 1110 250 1110 1/4"-20 FN224, N224, N224WO, N524 N724, TN224 450 2000 450 2000 450 2000 5/16"-18 N223, N223WO, N523 N723, TN223 750 3330 750 3330 750 3330 3/8"-16 FN228, N228, N228WO, N528 N728, TN228 1100 4890 1000 4450 1000 4450 7/i6"-14 N226, N226WO, N526 N726, TN226 1500 6670 1200 5340 1000 4450 1/2"_13 N225, N225WO, N725, TN225 2000 8900 1400 6230 1000 4450 N525, N525WO, TN525 1500 6670 1400 6230 1000 4450 5/8"-11 N255, N255WO, N755 2000 8900 1400 6230 1000 4450 N555, N555WO 1500 6670 1400 6230 1000 4450 3/4"_10 N275, N275WO, N775 2000 8900 1400 6230 1000 4450 N575, N575WO 1500 6670 1400 6230 1000 4450 7/8"-9 N278, N278WO, N778 2000 8900 1400 6230 1000 4450 Pull -Out Strength of Channel Nut WE At. A Ki Reference page 44 for general fitting and standard finish specifications. 51 344" �sho H13) 12 Ga. — 27h�' (61yj lsh" H1� 12 Qa. cm _ 1 1 uGa. 41' s., .105 .105 uGau12 l�ii 1 l i -11.Ish" lei 1 1Z -14 Ch. 1 N1s) N1� lsh" A80 14 Ga. 14G�. 114 1 1Zi — 11 41 16 Ga_ B32 ls/t" (41.3) 12 %: — 12 Ga. — B4E 1M islet- 1 12 Ga. B52 LItC . — — 12 Ga- — 13 13 1 1 13•• — 1 lsh" 1 12 Ga B54 13/10 � lsh" — T276; - 1 — H1.3) 14 Ga. ' B56 �hP ( IsM (413) 16 Ga- JM 14 Ga. 14 Ga. 1 14 1 (20A) PDA)18 Ga. _ 1C18 Ga. L+7016 s/4" (19.0) sh" (1s91 16 Ga. The od ' octioa ias baa pn�•b pio,y� a refenax for aYalabic_ — — — wdm Loi-- patterns ftm dcGaod by n mbus i flan 4 «ials and Lok patkrn= Mataial types srai'labk for Some tprialess trod charnels tn& hok pattam are ava,7ab c oa sp"ai oder only ogairaknt for thicicmu &MR m drnt_ 18 Ga. =12 mm •*1- Skd 14Ga. -19mm .105= 2.6 mm 1- • 16 Ga. =1 S mm = 2.0 1- Type 304 Staooku Skd -M mm 4 -Type 3l6 SuW= Stud OM My due to cow toleraoas of &a matc&L C6anad Put Naaberiar ErawpiG O mmd Type SH Pattern iKataiaVFmish. B12 S GRN 120 B22 H179 � 240 B24 TH •SS4 B26 g0¢ ' SS6 1332AL - B42 B52 B54 _ ... B56 B62 Ii72 • E7016 1Lefeiraoe page 14 for beacral hag ad standard swish Vcdficato a r m 0 s A 14 Ova Z. 0 H U V 0.V a'e :t5 aA. 15 0 0.V a'e :t5 aA. 15 D e ti STA SMA AC F . MAS r VOLTA B A 5 TROTH 10.31 kW PV ARRAY (2) SMA SBSWOUS (24OV) PV INVERTERS (60) KYOCERA KD205GX-LP PV MODULES (60) X If 18OW CEC) X (95.5% EFF.CEC) = 10,314W AC EQUIPMENT DATA CEC RATING: CpiDENf01L 71 W9OW1WWDNOROPER OFSPQ PROILMm OI11E'R ►FORWTK7N OONfA!®ARYTROTH �NMAS�TM^'AWDE�MYOr"�+M•AM BHAuNOTBEPUBUS EO.RBROOI/CFD, COPIERDISCLOSMORUSE°.INVOMEORINPARE,FDR AlwPLvv'*wwmwurTMWMXCV RmER OFAOLLYAunroR�D�+�SENTATIVE DF SPO BOIMINC.ALL MlITSREBFRIM 180 MAX POWER VOLTAGE: ' API D 4227 KEEFER ROAD CHICO, CA 95973 ATOMMcGMBRIDGE ATOMNGM8R10GE BEPTJRDmae TOMM °^°��°�°� SE BPOs47.7 Na I.+» T.T 1D,9 RAq STAGER 'E SEPT ]RD 7008 KEVIN ROSALES 2 26.6 OPEN CIRCUIT VOLTAGE: CAD DWG FILE: E-1 SINGLELINE.DWG 33.2 MAX POWER CURRENT: 4 7.71 SHORT CIRCUIT CURRENT. 8.36 TOTAL # OF MODULES: 60 DC MAXIMUM INPUT VOLTAGE: .600 DC MAXIMUM INPUT CURRENT: 21 MAXIMUM AC OUTPUT CURRENT: 20.8 PEAK EFFICIENCY: 96.8 1. OPERATING CURRENT. 7.71 A 2.OPERATION VOLTAGE: 399 V 3. MAXIMUM SYSTEM VOLTAGE: 582.66 V 4. SHORT CIRCUIT CURRENT. 8.36 A MAXIMUM SYSTEM VOLTAGE ARRA PHOTOVOLTAIC POWER SOURCE TO BE NOTED AT DISCONNECTING MEANS PER NEC 890.53 (OPEN CIRCUIT VOLTAGE) 582.66 V ING TOTAL MP CORRECTION): VOLTAGE CORRECTION FACTOR: 1.17 TEMPERATURES FOR CHICO, CA AVE HIGH: 93F /RECORD HIGH: 117F AVE LOW. 35F / RECORD LOW: 11F DC VOLTAGE DROP: DC RUN DISTANCE: AC VOLTAGE DROP: OUTPUT CURRENT: 41.6 I CONDUCTOR VOLTAGE DROP TOTAL (DC) = 0.1 % (AC) = 2.1% TOTAL CONDUCTOR VOLTAGE DROP = 2.2% POINT OF CONNECTIOWTHE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). WARNINGI! ELECTRICAL SHOCK HAZARD, DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED. 1. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL 4 LABEL, CIRCUIT BREAKER(S),� I'OISCONNECT(S), - - - - - 'FUSE(S), SWITCH (ES) AND THEIR ACCESSORIES, TO IDENTIFY THEIR LOCATION AND OR EQUIPMENT (15) KYOCERA KD205GX-LP (2) #10 RHW-2 (2) #10 THWN PV MODULES (IN SERIES) (15) KYOCERA KD205GX-LP (2) #10 RHW-2 (2) #10 PV MODULES (IN SERIES) ALL PANELS BONDED TO RACK C W / (1) #12 BARE COPPER #10 THWN-2 GROUND (BONDED TO (15) KYOCERA KD205GX-LP (2) #10 RHW-2 0 (2) #10 PV MODULES (IN SERIES) 3 Y (15) KYOCERA KD205GX-LP (2) #10 RHW-2 (2) #10 THWN- ONDUCTOI PV MODULES (IN SERIES) ALL PANELS BONDED TO RACK rlrsNAR®si�•evr�ar.,n W / (1) #12 BARE COPPER NEC 690.7 -- -- - _�.- _.- _ _ _ _ _� GROUNDING ROD COMPLY WITH CAL/PORN/A AT ARRAY ELECTRICAL CODE- ART/CLE 240-24 REQUIREMENTS APPROVED LOCATION OF j OVERCURRENT PROTECTION - - DC VOLTAGE DROP CALCULATIONS: TOTAL OC RUN @ 2OFT DISTANCE - (FT RUN X 2) (OHAVk n (MAX CURRENn 11000 s VOLTS DROPPED VOLTS DROPPED / VMP OF RUN - PERCENTAGE OF VOLTAGE DROP (20FT X 2) (1.29 OHWkF) (7.71A max current) 11000 w 0.522 volts dropped 0.522 volts dropped 1399 VMP - 0.0997% DROP AC VOLTAGE DROP CALCULATIONS: (2) SMA SB5000U (Y40V) AC RUN a 75FT DISTANCE, 3% MAX VOLTAGE DROP: 0.03 / [(FT RUN) (MAX CURRENn 11000 1 VAC)) . Ohm(kF ) 0.031[(75R) (41.6amps) 11000 / 120voltsj . Oh"w n 0.03 / (0.026) =1.1538 Ohm(kFT) minimum #8 THWN-2 @ 0.808 OhmlkFT (coated dined current resistance @75C), good (2) 8B 50001mnrtws@ 20.8A x 2 x 1.25 m 52A, #8 MIN, rated to 55A (2) 8MA 8000U hrvertsre ! 75FT DISTANCE with (08 THMN-2): (FT RUN) (Ohm / kFT) (MAX CURRENT) 11000 - VOLTS DROPPED VOLTS DROPPED / VAC OF RUN a PERCENTAGE OF VOLTAGE DROP (75FT) (0.809 Ohmr n (41.6A) 11000 - 2.524 VOLTS DROPPED 2.524 VOLTS DROPPED / 120V - 2.1% VOLTAGE DROP [(2) (IQ M (D)j / CMIIs - VOLTS DROPPED (2) (12.9 constant) (41. N (7511) 1(7.2v, 3% of 24OV) -11,180 (08 THVIIN,$ minimum, @ 18,510 circular mlls, standard minimum) 2 30 AMP DC DISCONNECT H361RB SQUARE D NON -FUSIBLE LOCKABLE 3R 2 -POLE 600V DC 30 AMP DC DISCONNECT H361RB SQUARE D NON -FUSIBLE LOCKABLE 3R 2 -POLE 600V DC 1 SMA SUNNYBOY SB5000US 240 VAC 3 #10 THWN-2 CONDUCTORS UL#1741 (1) #8 THWN-2 GEC / equip ground 30A INTERNAL AC/DC DISCS SPG INSTALLED AC COMBINER BOX (SUBPANEL) SMA SUNNYBOY SB5000US 240 VAC 3 #10 THWN-2 CONDUCTORS UL#1741 (1) #8 THWN-2 GEC / equip ground 30A INTERNAL AC/DC DISCS r.CA OVIDE READ 'L Y ACCESSIBLE PABILITYTOCIRCUTElREAKER(SCONNE_TUSEIS),SWITCHfES)D THEIR ACCESSORIES AS REQUIRED AND DEFINED IN CALIFORNIA ELECTRICAL CODE ' METER # N75624 POINT OF CONNECTION: THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE METER SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B) 200AMP MAIN BREAKER 240V 1 -PHASE 200AMP ENCLOSURE 1" EMT, minimum (3) #6 THWN-2 CONDUCTORS (2) #8 THWN-2 GEC / EQUIPMENT GROUND 60ft AC RUN 1' schedule 80 PVC, minimum (3) #6 THWN-2 CONDUCTORS (2) #8 THWN-2 GEC / equipment ground 60 AMP DC DISCONNECT H362RB SQUARE D FUSIBLE w/(2)60A AC FUSES LOCKABLE 3R 2 -POLE 600V DC /f �L�Q 1 E dk.�lI r IWED G SPG SOLAR WA20 LEVERONI COURT ® NOVATO, CA 94949 �0�� CALic.#759086 (415) 883-7657 CpiDENf01L 71 W9OW1WWDNOROPER OFSPQ PROILMm OI11E'R ►FORWTK7N OONfA!®ARYTROTH �NMAS�TM^'AWDE�MYOr"�+M•AM BHAuNOTBEPUBUS EO.RBROOI/CFD, COPIERDISCLOSMORUSE°.INVOMEORINPARE,FDR AlwPLvv'*wwmwurTMWMXCV RmER OFAOLLYAunroR�D�+�SENTATIVE DF SPO BOIMINC.ALL MlITSREBFRIM REV COMPLY WITH CALIFCAL/PORN/A ELECTR/CAL CODE- ARTICLE REQUIREMENTS FOR 250 REQ D BONDING GROUNDING AND 3T ' API D 4227 KEEFER ROAD CHICO, CA 95973 ATOMMcGMBRIDGE ATOMNGM8R10GE BEPTJRDmae TOMM °^°��°�°� SE BPOs47.7 Na I.+» T.T 1D,9 RAq STAGER 'E SEPT ]RD 7008 KEVIN ROSALES 2 COMPLY WITH CAL /PORN/A ELECTR/CAL CODE- ART/CLE 690 REQUIREMENTS FOR SOLAR P H O T O V O LTA I C SYSTEMS 1 - PROJECT NO: 2633 CAD DWG FILE: E-1 SINGLELINE.DWG 5 4 D C H IA Q}% 83NMO Ad- (a Z"-D�-J) R CT �:Hfl 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) 538-7785 Facsimile www.buttecountv.net/dds www.butteaeneraIplan.net ADMINISTRATION " BUILDING' PLANNING Erosion Control Measures for the North Chico Specific Plan Area Please place this note on your site plan for Environmental Health Division and Building Division applications, or include this statement within the plans: Note: For soils work during periods of dry weather between April 15 and November 15, mulch protect, hydro -seed, or otherwise stabilize the soil on all areas with'a slope of 10% or greater that have been disturbed or have been cleared of vegetation and are of erodible material. For soils work during periods of wet weather between November 16 and April 14, an erosion control plan shall be prepared by a qualified professional and submitted for approval by the Department of Development Services or the Department of Public Works. ITF -P . A .. 80 r ^T Jf db C'` y .. 7. s� \ ..-•. �y � 14 u jJ 0 .......... . . ..... -AZ� c �, �; 04 .. All PLANNING DIVISION - BUILDING PLAN APPRO .� �1 Use: Date: - �/ Parkin Landscaping: -� d OtherU� 1 t r - Signature: 4 BUTTE COU �,..... 8 U I L D I DIVIc',!C�, Ar QQ ® a�® (,.._._u_ wTT�...,..._.. ,,....... -__ FOR OFFICE USE ONLY Owner: `ZAl scale:' Parcel Number Zoning: BP#� 07 t APN: Owner Name General Pian ®e ��p 3� - Address I Phone N0. �—� �Z � ® Sipe, Acres FILE �"�',�xe,e_. l , �'o'U N� USES.: Site LocaUon: �.ocr , ' Contact' Name. hone � �� MITCHELL'S BUILDING- MATERIALS WAREHOUSE 195 WASHINGTON ST. GRIDLEY, CALIFORNIA PHONE# (530) 846-4409 24'X 40' GARAGE PACKAGE CUSTOMER: MARY ZAHARA DESIGNER: KEEN DE51GN 4227 KIEFER RD. 1 240 HWY 99. CH I CO, CA GRI DLEY, CA PHONE# 894-3064 PHONE#. 844-2022 JeegrMaterials ell �� �OU TY Mitchell's Be Warehouse SUONISIO i .38 ���� ® rgdley, CA 95948-1038 (530)-4409 I M [I] V TRUSS O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 0 MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 �russ Design Submittal Designed By: Date: Technical Representative: Bryan Wagner April 10, 2007 Bryan Wagner All encioseca carawings 'are in alpha -numerical order * Mitchell's Building Supply Office Phone: Office Fax: Plan/ Elevation: C Floor Components O IL—Roof Components: O Work Order # 0301203 Proms 24'x40' M. Zaharh 4227 Keefer Rd. Chico, Ca. Site Phone: - 0"I I?°!I �.. Site Contact. D""Original Submittal O Complete Revision �v LQ 1 O Partial Revision: Replaces individual drawings I O Addition: Add to Original Submittal Job Name: 24'x 40' Zahar Truss ID: B1 -66C Qty: 19 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL 11 1 1- 9-12 1017 3.50" 1.50 BC 2x4 DFL #1 YIEB 2x4 DFL STANDARD Platigr�ggS�sppeec ANSI 1995 THIS DESI W 15 THE �OSITE RESULT OF UPLIFT REACTION(S) : Support 1 -19 lb 2 25- 6- 4 1017 3. SO" 1. SO" PLATE VALUES PER I090 RESEARCH REPORT 111507. BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent SCLL. MULTIPLE LOAD CAS IF HANGERS ARE INDICATED ON THIS ORAMONG THEY ARE BASED ON 1.S' HANGER MAILS FOR Support 2 -19 lb This truss is designed using the 1 Code. �C�Lenrh On the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. MAX DEFLECTION (span 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY QROERS. IF 2.5" CIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY Ofkg). BldEnclosed - Yes Importance Factor . 1.00 TryLocation - Not End Zone Hurcane/Ocean Line - No tego - B L/999 MEM 10-U OLIVE) LC 19 emko mem Dal will Cause ow Mme odaem of the wood to einem 19% wOor cause mmwdar plate oorrosbrn. Febicale, t a wk inateB Bld40.00 ftggBjfjdttg 4�fidhth - ft L= -0.15" D= -0.12" T= -0.26" MAX DEFLECTION (cant) : Colo Springs, CO 80907 gp8.00 QC Sta�iraroiOcwpancy; }Dead'L.oad - 12.6 L/999 MEM 12-13 (LIVE) LC 2S pm 1.2 aM BOSH StI�WARY S"SE S by WMA and TP1. The Tnss Flet- lnsUMe (TP0 s located at 583 VOnwfio Dive, Meson. psf L- 0.01' D= 0.00" T- 0.01" psf SnowDur L=1.15 P=1.15 CRITICAL MEMBER FORCES: µ� �4I1 C]ZiSPp. D11Rt3 % Dead 14.00 1T2 55111.2,115 24 _-1235 1.25 421.¢0.473-4 1208 1.2 / 1 1.S-6 Rep Mbr Bnd / Comp / Tens BC -11223344 1:255 14551.60 8 426-7 0.00 psf -248 1.33 / 2331.25 0:41 BC Dead Ng C7M1P. OU6R�pp. / TENS.6I 9-0 1:60 % 37g0 1:33 0:39 psf O.C.Spacing 2- 0- 0 -24 11F 369 1:32225 0:39 U--1122 -25(1.60)% 12-13 -16(1.60)/ 262 1.32 0.12 219 IMf it ' J CHD ���� 0:31 2-1100 -376 1.25 1 7 1It...fi0 13 4-10 49 1.60 / 4 254-11 -S 1.60 / 71.25, 14S 71.606-1122 -950(1.25)% 7721:60 0:1n 13-8-0 13-8-0 r 1 2 3 14 5 6 71 6.00 4-4 6.00 if. 1017 if'.:W7 U:-19 U:-19 1 27-4-0 1 8 9 10 11 1213 7-2-1 SHIP WH KNHIV V Read all notes on this sheet and give a copy of it to the Erecting Contractor. 11ft design Is for an trmNed dual hufidirg oaTvannot trtahas been systen n hbeen based on specifcabe s Walded by Die conVow t mamdaMm ® and done In a000rdetca vlth lie amen veskm of TR aW AFPAdeslgrr stedands. Mb respormWo s asaamd fardkros$mtd aaamaW. Dimensions Mitchell Building Supply me to be %ailled by Lhe con faint mamft mer mWor brmmrg designer piorto Nxfcedlon. The mADirg designer mat asmHain that lee heeds HOMEIn/OOD tA� � design n med or mead the loading irtposed by lbw local b "O code and the pwUmdar appllodesignffiloa The dassmUm naa that top do s la mfly braced by ihw mala Boor s mgft and Uw bottom da s feta ily traced M a rigid slteatwng mewl dimly a tads 4 unless otlw wise BW hated Bracing shone Is for lateral srppoA of oonVo a mmOes only to reWnoe budding tergth. lli9 mrpona stallnot be placed in any ® TRUSS emko mem Dal will Cause ow Mme odaem of the wood to einem 19% wOor cause mmwdar plate oorrosbrn. Febicale, t a wk inateB 4415 Northpark Dr. and brace Mhnm In somrdanae wiN the fdbAbg sla dmdS. Wrd and WBMg Detall Repor& evffisElo as oApl 9orn Trtawd software. Colo Springs, CO 80907 'ANWM1', WfCA V- VLbod Tess Carmwil of America srardard Design RespasiWie9,BLALONGC%POP84TSAFETY PFM%TIW- LiveDur L=1.25 P=1.25 pm 1.2 aM BOSH StI�WARY S"SE S by WMA and TP1. The Tnss Flet- lnsUMe (TP0 s located at 583 VOnwfio Dive, Meson. TRU S P L U S 6.0 VER : T6. 5 . 41 WLsodNn 53719. The Amefcan Forest aW PaperAssodaBan (APPA) Is located al 1111 19th SbaM NW, Ste 909. Waftocn DC 20038. 7-2-1 SHIP Bldg Code: CBC -01 TC: 5/25/2007 Cust: Mitchell Building Supply W0: Drive_T_0301203_L000OS_100001 Dsgnr: BW #LC = 31 WT: 176# TC Live 16.00 psf LiveDur L=1.25 P=1.25 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -01 TC: Job Name: 24'x 40' Zahar Truss ID: B1 -6G ON: 1 I CRITICAL MEMBER FORCES: e is � si BL BLK 20 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT 81607. Loaded for 30 PSF non -concurrent BCLL. gUMa use;Muaattee staplessffor g�agbIl�e bllogcp5k. L+77lAgaIYleOEbSrIacing required 0 5g" intervals, ife�o sed to wlndd oad applied to face. See "General Cable Details', C002065035. THIS DESIOJ IS W�4 rrE9RESULT OF MULTIPLE LOAD CASES. IF HAMGFRS ARE INDZCATF�D ON THIS DRAWING, THEr AHE eASEo ON 1.s. HANGER MAILS IOR 1 -PLY AND 3" HANCER NAILS FOR MULTI -PLY ME-MUST-EVALLUUALTEDD(BYYARE S6M�). PLATING BASED ON GREEN LUMBER VALUES. 3-8-0 3-8-0 1 2 3 4 5 6 7 8 9 1 1112 13 14 15 16 17 18 19 20 21 6.0_0 x.00 3-4 x S=3.5-5 0-4-1 27-&0 10 22 234 5 6 7 8 091.- Q3 7 1� 42 { Q jfff� f T T t t � Tf 7 F TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT 7-2-1 SHIP This truss is designed using the BC -01 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End ZonEe� ry Bldg Len9gthc-40.00 ft, Bldg 'dtAeo 28 oD ft Mean roof height - 23.58 ft, mph - 80 CBC Standard Occupancy, Dead Load - 32.6 Osf VVAKIVIIV VRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This man Is for an individual buUOV component ruin truss system It has been basin on spemuca+rore pmNdad by Une convener mamdamoer WO: Dri ve_T_0301203—L0000 S_100001 ® and done In accordance with the cunerd oeslAns of TPI and AFPA design standards. No respoesibUdy is assumed for mme,slonal accuracy. Dirrnernslo ns Dsgn r : BW #LC 31 WT: 227# are to be verHied by the cornponerd n an u aMm a low bulJQV designer prior to rebrroatwn. The wemog desrgrw rest ascertain than the roads = TC Live 16.00 psf LiveDur L=1.25 P=1.25 HOMEWOOD �dont^isdes�,mmadorwoeedtheroedingUposedbythero��r, bgcodeandthepa�darappB�ee. The design a�chord Is laterally braced by the real or Ichor sheathing an the bosom arae Is laterally' by a dgtd sheaving materiel mealy attached, unless otherwise Is for latend al TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® TRUSS noted. �wrn Siwsupport oarponents rrcndes only toradical budding Thisatrd corrpashell not be placed m any en4ronnient that will cause the nialsture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabrtrate.narme.msta8 TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4415 Northpark Or. and °race this bass m tg aaccordance with Ure foUo* standards: 'Joint and C uning Detail Reports' available as oudpud Troth Tnawat software. BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 1 o Springs, CO 80907 'AW-ArM i'• WTGA i' - vwod Truss camel of America standard Design Responsibilities, BULDINc cobwa'GM &*mw iw-mmnoa - BC Dead 7.00 psf 0. C. Spaci ng 2- 0- 0 by � � TP � Tams Plate tr�eae (TPS Is roma at sea voaordo C&i e, Madison, TRUSPLUS 6.0 VER T6.5.4MM suand e� A nSUMMARY war! Paoaassoamron (AFPA) Is located at 111119th sheat, NW. Ste too. `nras row. DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC • L/24 - i O LOOMIS OFFICE' ( MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 TRUSSPhone: (916) 652-4655 Phone: (530) 743-8855 i Fax: (916) 652-3860 Fax: (530) 743-8856 fru'S'b ss I)es u Designed By: Date:' Technical Representative: i Bryan Wagner April 10', 2007. Bryan Wagner * All ';enclosed drawings -are in alpha -numerical order Client PrOe Mitchell's Building Supply 24'x40'.M. Zahar • 4227 Keefer Rd. ,Chico, Ca. Office Phone: ' Site Phone: Office' Fax: Site Contact: Plan/Elevation: ; Floor Components O Roof Components: Work Order # � 1 �i 'may kf '"c 0 Original Submittal G O Complete Revision O Partial Revision: Replaces individual drawings 0 Addition: Add to Original Submittal Job Name: 24'x 40' Zahar Truss ID: B1-66 Qty: 15 BRG X -LOC REACT SIZE RE T�4 2x4 DFL #1 2x4 #1 Platingg�spec : ANSI/TPI 1995 UPLIFT REACTION(S) 1 0- 1-12 1036 3.50 1.50" DR. 2 23-10- 4 1036 3.50" 1.50" WEB 2x4 DFL STANDARD THIS DESIQI IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -41 lb Support 2 -41 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 30 PSF non -concurrent SCLL. the truss bearing IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the �C 01 Code. on material at each PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTI PLY Bldg Enclosgd -Yes Importance Factor 1.00 MAX DEFLECTION (sp an) L/999 MEM 7-8 (LIVE) LC 15 L= -0.10' D= T= GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY MERS). Trus Location - Not End Zone Hurricane/Ocean Line - No Exp_Category B Bldg Len th . 40.00 ft 81dg th . ZO.W ft -08' -0.18" CRTTICAL OU FORc.ts M= i-03) and sm stwAARY wwm by wrcA end TPU. The Toss Plata Institute (TPI) Is located at 583 DCtehlo Drive' Madison, Mean root heig9ht - 23. i.7 ft, oph SO CBC TC 11T4P. OUR / TEtS. WR. CSI Standard Occupancy, Dead Load - 12.6 psf 1-2 -1548 1.25 / 78 2-3 1.25 113 1.60 0. S 0.35 -1366 / 4-S 1.25 1.60 1.60 60 0.35 -1548 % 76 BC C0F1P. WR. / TENS. WR. CSI 6-7 1.fi0 1326 1.25 0.43 -10 / 7-8 9 1.25 -10(1.60)% 1326 0.43 WB COMP.TH. / WR.CSI2-7 -33925 / 9 1.60 0.083-8 ib660 %492 1.25 0.204-8 -33925 / 93 1.60 0.08 2 12-0-0 12-0-0 1 2 3 4 5 6.00 -6.00 4-4 2 0-4-1 B1 B2 W:308 W:308 8:1036 R:1036 LIA1 U:-41 FL 0, F2:2:9-, 24-0-0 6 7 8 9 7-3-15 SHIP 4/9/2007 Cust: Mitchells Building Supply W0: Drive_T_0301203_L000OS_300001 Dsgnr: BW #LC = 16 WT: 137# TC Live 16.00 psfTo veDur L=1.25 P=1.25 TC Snow 0.00 psf Sri L=1.15 P=1.15 TC Dead 14.00 psfp Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 7.00 psfC.Spacing 2- 0- 0 Bldg Code: CBC -01 VVH KIV I N URead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an hdMduel Wkflrg WoripMerd not teas system It has been hued on sped8mtiora provided by the component men uwurer ® and done in amudancswith the oarerd w5lora d TP and AFPA design standards. No resporNNlity Ls anwFied far dimerWord eoaoary. Dine atons are to be ved8ed by the Wonpone t marrdadurer and/or budlr9ng designer prior to fabrication. The building designer mat ascetaln that the bads 'A/ HOMELY OOD Wn design meet err exceed the baling Unposed bj the laal hire Wade and lone paAlader appBeeUan. The Design assunes tet the top c hold is laterally traced by the root err Boor sheathing and the bottom ctnod is latealy traced bye dgbeatNng shmateriel d recthy ettach d, unless otherwise noted. E030ft slhavn is for lateral support of cortpone is members only to reduce budding IegNR This component t shall not be paced in any ri ® TRUSS eMrh>rvned Um1 wUl rause the moisture content of the wood to arced 19%an WWr muse connector plate corrosion. Fatrkaie, handle. Ualall 4415 Northpark Dr. and brace ihls toss in somrdance with the idlontng standabs:'doint and dining Detail Reports' avmTade as outpu i from Tnawal software, Co 1 o SprT ngs , CO 80907 'ANSVTR r' wren V- Wood TAM Courd of America Standard Design Respons bTmes.'etntDING COWONENT SAFETY INFORMATION - M= i-03) and sm stwAARY wwm by wrcA end TPU. The Toss Plata Institute (TPI) Is located at 583 DCtehlo Drive' Madison, TRU S PLUS 6. 0 VER: T6. S . 41 Wisoonsin 53719. The Ametmn Forest and Paper Assoclatbn (AFPA) is located at 1111 19th Street, NW, Ste 800' Washington, DC 20038. 7-3-15 SHIP 4/9/2007 Cust: Mitchells Building Supply W0: Drive_T_0301203_L000OS_300001 Dsgnr: BW #LC = 16 WT: 137# TC Live 16.00 psfTo veDur L=1.25 P=1.25 TC Snow 0.00 psf Sri L=1.15 P=1.15 TC Dead 14.00 psfp Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 7.00 psfC.Spacing 2- 0- 0 Bldg Code: CBC -01 q, Job Narrfe: 24' x 40' Zahar nn9g� ppee //ryryl�Truss ID: BG -6 Qty: 1 CRITICAL MEMBER FORCES: BBC 1x4 D0. #1 THIS DESIrN S THE EICOMPOSITEE RESULT OF This C-01 truss designed using the BL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes Importance Factor - 1.00 PLATE VALUES PER I®0 RESEARCH REPORT 81607. IF HANGERS ARE INDICAT�D W THIS DRAWING, Truss5 Location - Not End Zone Loaded for ]o PSF non -concurrent BOLL. THEY ARE BASED ON 1.5 HANGER NAILS FOR Hurri tone/ocean Line - No Exp_Category 8 Ma use adequate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length - 40.00 ft Bidg WWiidth - 20.00 ft BUILDING DESGNER MUSE VERIFY GABLE LWDSI GIRDERS. IF 2.5" GUN NAILS ARE USED THE Mean root height - 13.7 ft, Wh - 80 [i gable bracing required & 58" intervals, HANGERS MUST BE RE-EVALUATED BY &&ERS). CBC Standard Occupancy, Dead Load - 12.6 psf i ex sed to rand load applied to face. PLATING BASED ON GREEN LUMBER VALUES. See "General Gable Details', 0002065035. 2.8 '2-0-p0_1 t 1 2 3 4 5 6 7 891101112 13 14'21T 16 17 18 191 6.00 3-4 7-3-15 SHIP x 0-4-1 X191 24-0-0 20 21 3 4 5 6,,2V2fIffflIff, 38 1 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT 4/9/2007 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design Is for an Individual bulWbrg component not Inas system R has been based on spetl0ealions provWed by the component manufacturer WO: Dri ve_T_0301203_L00005_100001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for mmenslonal accuracy. Dimensions Ds n r : BW #LC = 16 Wf 199# are to be verified by the cont mm rnponeanufacturer and/or building designer prior to fabrication. The building designer at ascenaln that the loads 9 : TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilized on Mdesign meet or exceed be loading imposed by the local bulkling code and the paNadar application. The design assumes that the top mord Is laterally braced by the roof or floor sheathing and the bottom mord Is laterally braced by a rigid sheathing material direly attached. unless otherwise Bracing Is for lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown support of con nerds members only to reduce buckling length. This component shall not be placed in any ervAronnnerd that will cause the moisture content of the wood to exceed TO% anWor cause connector plate corrosion. Fabdcate,handle,insta0 TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4415 Northpark Dr. and brace bxi is buss in accordance with the foilong standards: 'Joint and Cutting Detafl Reports available as output from Tnnwal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSYM 1'. %NTCA V- Wood Truss Council of Arnerica Standard Design Responsibifilies, SUILDING COMPONENT SAFETY INFOFtMAT1CN` - BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and BCSI SUMMARY SEEM by VJTCA and TPI. The Truss Plate Institute [IPS Is located at 583 D'Cnohlo dive, Madison, TRUSPLUS 6.0 VER: T6.5.4 Vdsconsin53719. The nrreriranForest and Paper Association (AFPNislocated at1111lMhstreeLNW Ste8W.VYhshbgton,DC20at8. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 4' 81-G 40' 151111111111111111 4' N FLOOR PLAN MARY ZAHARA 4227 KIEFER RD. 894-3064 112" X 10" FDT BOLTS G' O.C. 7" EMBEDMENT AND NO MORE THAN 121, FROM PLATE ENDS t JOINTS. * 112" REBAR 2 RUNS * G X G X lox I O REMESH * 1 2" X 12" FOOTING * 4" THICK SLAB BRACE WALL PANELS TO BE 4/12 HORIZONTAL LAP SIDING O/ 3/8" OSB SHEARWALL W/ 8d @G: 12 BU il TE COUNTY' UILDINr3 DM BION APPROVED ,Te tehell ldiitehell's buil �n aterials Warehouse � •®- BOX 1038 . G ridleY, CA 95948-1038 (530) 8464409 0 } C C C Y � � C N � U . c r 81-G 40' 151111111111111111 4' N FLOOR PLAN MARY ZAHARA 4227 KIEFER RD. 894-3064 112" X 10" FDT BOLTS G' O.C. 7" EMBEDMENT AND NO MORE THAN 121, FROM PLATE ENDS t JOINTS. * 112" REBAR 2 RUNS * G X G X lox I O REMESH * 1 2" X 12" FOOTING * 4" THICK SLAB BRACE WALL PANELS TO BE 4/12 HORIZONTAL LAP SIDING O/ 3/8" OSB SHEARWALL W/ 8d @G: 12 BU il TE COUNTY' UILDINr3 DM BION APPROVED ,Te tehell ldiitehell's buil �n aterials Warehouse � •®- BOX 1038 . G ridleY, CA 95948-1038 (530) 8464409 q P K4 OUTRIGGERS @ 4' O.C. BUTTE COUNTY { APPROVE 3%2" X 22%2' SAVE VENTS G' O.C. 7/1 G" OSB 511/EETING 30 YEAR E MEN15# ON 0 f EL FiNG ROOF PLAN (1 51MP5ON H I OR EQ. CLIP5 AT EACH RAFTER TO TOP PLATE SCALE: 1/4"= 1'. 0 . Jer ; ehe11 Mitthsll's Buil Materials Warehouse �•0. B®% 1038 0rrdieY9 CA 95948-1938 (530) 846-4409 _fib �a 30 YR. DEMENTIONAL ROOF O/ 15# X 3G" FELT O/ 7/6' OSB 5HEATHING NAILED W/ 8d @ G:G: 12 OVERLAP T.P. @ CORNERS 2X4 TRIMMER TYP BRACE WALL PANELS TO BE —4/12 HORIZONTAL LAP 51DING O/ 3/8" 05B 5HEARWALL W/ 8d @G: 12 2X4 P.T. SILL PLATE FIN. GRADE 12 G�� 4X 12 4X 12 51DING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINTS, 12 FIELD 5HEARWALL/ ROOF NAILING: 8d HD GALV. G"EDGE5, 12" FIELD TYPICAL SECTION FRAMING SCALE: 114"= I '-0" 2X4 5TUD5 @ I G" O.C. -2X4 P.T. SILL .112"0 X 10" FDT BOLT @ G" O.C. W/ 2"X2"X3/ I G" 5TL. PLT. WASHERS X11 ° - z 4 LfILL'. #4 REBAR CV Fc=2500 psi 12" MIN. FOUNDATION DETAIL SCALE: I"= 1'-0" TRU55E5 @ 24" O.C. BLOCKING BL. T.P. @IGil O.C. ONCRETE FOUNDATION BUTTE COUNTY BUILU ANP O` ED Je itehell Mitch Buil ng Materials WarehouseL Box 1038 G.redley, CA 95948-108 (530) 846-44099 30 YR. DEMENTIONAL ROOF O/ 15# X 30 FELT O/ 7/6' 05B 5HEATHING NAILED W/ 8d @ G:G: 12 BRACE WALL PANELS TO BE ,,-14112 HORIZONTAL LAP SIDING O/ 3/8" 055 5HEARWALL W/ 8d @G: 12 f� FIN. GRADE 14" X 18" GABLE VENT 12 C. LEFT ELEVATION FIN. GRADE SCALE: 1/4"= 1 '-0" 14" X 18" GABLE VENT 12 6I - � �� - 30 YR. DEMENTIONAL ROOF O/ 15# X 3G" FELT O/ 7/6" 05D 5HEATHING NAILED W/ Sd @ G:G: 12 BUTTE COUNT" Ay pY % Vl V tPOo I BRACE WALL PANELS TO BE 9�l 4/ 1 2.HORIZONTAL LAP 51DING O/ 3/8" OSB 5HEARWALL W/ 8d @G: 12 Je Mitchell Miteh2ll's Bu ds Materiais Warel�®�r, -P-0- B® 103A RIGHT ELEVATION Gridley' CA 95948.1038 (530) 4..6-4409 SCALE: 1/4"= I'-01' ��� 30 YK- 'DEMENTIONAL ROOF 0/ 15# X 30" FELT 0/ 7/6" 055 SHEATHING NAILED W/ 8d @ G:G: 12 !C0 ,w0j BRACE WALL PANELS TO BE 4112 HORIZONTAL LAP 51DING 0/ 3/8" OSB 5HEARWALL W/ 8d @G: 12 i� FRONTELEVATION . '-f SCALE. 114"= i -O 3 YR. DEMENTIONAL ROOF 0/ 15# X 3G" FELT 0/ 7/6' 055 SHEATHING NAILED W/ 8d @ G:G: 12 BRACE WALL PANELS TO BE 4/12 HORIZONTAL LAP 51DING 0/ 3/8" 05B 5HEARWALL W/ 8d @G: 12 DEAR ELEVATION SCALE. 1/4"= 1'-0" Al COUNTY UPASION J he ,)1itch-"ll's Building Materials Warel�, �.0. Box 1038 GrldleY, CA 95948-1038 (53 ) 846-4409 1--le, L11- y I 41 DOUBLE TOP PLATE 3/8" 5HEAR OSB PANEL ONE SIDE OF WALL FROM BOTTOM 51 LL PLATE TO ROOF 5HEATHING NAILED Sd@ G: 12. 2X4 STUDS @ I G" O.C. 2X4 P.T.D.F. BOTTOM PLATE 12" X 1 2 FOOTING 1/2"0. FOUNDATION BOLTS 4 EACH 1 /211 REBAR 2 RUNS 4' INTE RRIOR 5f1EARWALL 1/211 = 1 1-011 BUTTE COUNTY BUILDING DIVISION APPROVED .ler itche , Mit sli�ll�s gnilding Materials .®. BOX 1038 Warehouse G"'flied, CA 95948-1038 (530) 846-4 �4�;4119 0 '-- Date: Owner: M BUTTE COUNTY DEVELOPMENT SERVICES lation Location: AP# Zoning: General Plan: —Auk -1 Supervisorial District #3--aWff4 AnAl %Wn PA. (-IS926, TYPE: '[ q6uilding ]Health Manning Complaint Taken By: �Ip CO . MPLAINT: , S -),l 2-,--,v1 al, 174- t -P-)14 6PiynA 4 I Permit History on File: [ ]None [t,C follows: Caution:[ Wes [ IN6' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSPECTOR'S REPORT Tenant: Address: 16�27 Decription of Violation: "Z Approx. Size of Bldg./M.H. Approx. Age of Bldg./M.H. ]Occupied Has Electricity: ]Yes ]No Has Gas: ]None ]Propane ]Natural ]Vacant Has Sanitation: ]Yes ]No Obvious Sewage Problems?[ ]Yes ]No Under Construction: ]Yes ]No Builtby"/for: ]Present Owner ]Previous Owner Hazards: ]No ]Yesi(explain) Describe Action Taken: 4WI Z 1 Z' Person Contacted: 4A Z - I INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! NRECOMMNDED i Inspector: /a::6,z ��47 IEDate: / ZZ ]Information Only, File ]Hold for Days [LKomplaint Unfounded Other I ]Resolved per Inspector's Report ]Send Letter for Compliance ............... .. ...... I 47-32-13port ;uilding Code Violation ��� MICHAEL STEVENS 554, S/S Keefer Rd, 300'W Greenberry Ln,Chico' ;omplainttp inspector Ingle family Permit�k1420-83B,P,E:�� 0 day violation letter w/detached garage) /��{!��' 0 day violation letter 11 abated or Closed 4 _ 47-32-56 665-89B, P, E TROTH, Terry 4227 Keefer Rd,Chico ContR: Holiday Pools ' (new swimming pool) ! FINALED: sA-301g� I 047-320-056 02-1157 F { TROTH, MARY 4227 KEEFER RD., CHICO CONT: WATTS PLUMBING REPLACE WATER HEATER P i i �f* vA' BUTTE COUNTY DEVELOPMENT SERVICES C�MFLAINT FfiRlki Date: Owner: ff.A ress: plaint/Violation Location: ),/2 217 AP# () / Zoning: V General Plan: Supervisorial District TYPE JI-Ouilding [ ]Health [ ]Planning Complaint Taken By: �Lp COMPLAINT: &34 Qz�,-e� &, 11� L921Z4M - Pa,S - Caution:[ ]Yes [ qNo— Permit History on File: [ ]None [� follows: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . INSPECTOR'S REPORT Tenant: Address: Decription of Vi Approx. Size of Bldg./M.H. [ ]Occupied Has Electricity: [ ]Yes [ ]No [ ]Vacant Has Sanitation: [ ]Yes [ ]No Under Construction: [ ]Yes [ ]No Hazards:[ ]No [ ]Yes,(explain) Approx. Age of Bldg./1\4.H. Has Gas: ]None ]Propane ]Natural Obvious Sewage Problems?[ ]Yes ]No Built by/for: [ ]Present Owner [ ]Previous Owner Person Contacted: Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! ................ .............................. . ......... .............. ........ ....... ....... ACTION RECOMMENDED Inspector: Date: [ ]Information Only, File [ ]Hold for Days [ ]Complaint Unfounded [ ]Other ]Resolved per Inspector's Report ]Send Letter for Compliance 1 BUTTE COUNTY DEVELOPMENT SERVICES Address: Phone Number: Other Comments: Inspector must draw a plot plan with all building locations: Additional Comments from Inspector: I PERMIT NO. 1420-83BP,E,M PERMIT EXPIRES OWNER MICHAEL STEVENS CONTR. owner ASSESSOR PARCEL 47-32-18port LOCATION S/S Keefer Rd, 3001W Greenberry Lane, Chico j y Temp. Power Pole Called PG&E Temp Elec. Service ` Called PG&E ti Temp. Gas Service Cal led PG&E JOB FINALED (Date) 'Signature -7,� ez 2 ff-,r, 1• j County of ;Butte c 6EPkRTMENT OF PUBLIC WORKS --6950iean4er, vel., Chico — 343-4211, Ext. 70 7 County Center Dr., Oroville — 534-4541 Skyway and Elliott Rd., Paradise — 877-3435 CORRECTION NOTICE Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. -Aw�...(..�...�. ......V ...a. �ilC rZ c ez .. ......... ........ G!1....��....�. >d �. .............,�....... f�.......................................................................................... Al/ /A -z r................................................................................. ..... .....1 .................................... .. :...zt-d'` ..... 1 .... � .......... .......................... Dath'....�?.'T ` .. Inspector ................................................. Do Not Remove This To —-- - _(400-4 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE ,)/I- �' '�� /,/ 5 - W! A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this OX tter, or need additional explanation, please contact this office immediately. c /n Inspector .�,���_ Date____ A COUNTY OF BUTTE y DEPARTMENT OF PUBLIC WORKS 3 196 Memorial Way, Chico — Phone: 851-271 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise -- Phone: 872-2961, Ext. 57 CORRECTION M070CE r)wNFR PCDnAIT kin A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 4v 've ,�,/ /� r G4 �s' / r �%— /✓lel.., rlr � '� ®r,i /.,,� /Y.G�� _ .�i�-_ r l AlrW !F.,c rl /'. S' 'y X1'% -- (�5X ) Std Inspector_ l Date l —/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKSJ/�� / 196 Memorial Way, Chico — Phone: 891-2751U�/� z 7 County Center Drive, Oroville — Phone: 534-4541 /,"' Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ma ter, or need additional explanation, please contact this office immediately. .SFG Inspector_ __ Date�U COUNTY OF BUTTE �^-� j DEPARTMENT OF PUBLIC WORKS 'y 196 Memorial Way, Chico — Phone. 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 2 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact this office immediately. �£'Av,U -C./? rla e"7' / S)<7 0/ �O Of%S 13 5 C 6�fi,7`'t`r / Ll///iG/ / �f<r2 7f 6udf% 6� /7 F� i Inspector ?l Z — Date 0/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUNLDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this �� mat or need additional explanation, please contact this office immediately. 15,1 ., % C�a .y d✓ � LQ�r �i 1cG t -r/ S�-ci,� Gni 76 111,ea,5 OX I. U5 -All 6-Agwi /.v P/k7' /62,(J 7 Ter D/ </oust IS 1,ol,-�, ?f d ,t/ ��� ca C/nSf 7 �o/r — 9s e 2 Od/la DC Z�d r/ /I 60�412 Inspector Date_U/���D COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 �.� Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION' � NOTICE / V� -&3 BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this m to or need additional explanation, 'please contact this office immediately. Inspector Date �` •�9' COUNTY OF BUTTE `f+ DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 f CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when rrection of work is completed. If you have any question pertaining to this at r, or need additional explanation, please contact this office immediately. V �' 411- 7r hf s Ur SG "(.t i J /?17 /! iiif�lJ o n/cI i /6 t.� 9 f Inspector �U/G/ Date 4'� �� i G C 510 4 i A d e J=OK 0 = f'ot OK ;. 5 Not AppYicable = No, Aeady RESIDENTaALr(Single and Duplex) Date UNDERFLOOR P OK except N's Date FRAMING (Continued) requirements -S s- QA 48. rewall & Openings Fig. Depth 4 xt. Doors -One 3'-Check-3rd44wj,3.exits g., Garage;Ftg. Depth eadroom- Rise-Run- Landing -Fire Protection ,. Porches &rBee Rs; I- 11U" Fig. Depth 51+P'fg1ieodgjL(9oof Overhang -Attic V4nTT-­Rafter.Qu rte. a to IIs, Main S I s-Vka�ped-6Feb 92�f�iQtng-N ' ' - eaeeF mwa_Ils, Garage; Blo is-Wc�pped �'"^^^ ""^^� Drip Screed-Fdn. Vents-Underflr. Access -- FisepOnce-Ftgr�4eel -L &)&.-W.V.: -Fit ' gs-T -2 C/0- ew azing Area -Glass ection-Slot4twA-Prjm 5 . ear alls; Nailing -Bolts s 1 r Pipe; To-stdA44ars-Regeietar Sery D 1 lectric; Underground lol = p (Jr/ & D Cle ce-Ma -S -IBs� irders-SikLA-AnchoLBdrts-Joists C-npies Card -BI Date Z Card -BI Date Card -BI Date ) y 4ry Card -BI Date Card -BI Date Card -BI Date Card -BI Date .- Card -BI Date. ,9 Date FINAL P ns) OK except q's Card -BI Date _ Card -BI Dated /e- .j (p?,747 //-'Jv-tl Date PLUMBING (Permit) OK except q's xt. Steps -Door & Sid rotection--L-aftOTfigs 5 mo Detector _ 1 at Ht.: V4"-Ac5-Co urnace; V e Cemb._A4r-6artn2ctor- on ater Pipe' T n Nait&jotcrc-tion 1 i tion Bed om Exiting _ !� hoover Pan -Access MhowaF, Mad-E-IMar-Tub .F & Bath Fixtures & Tub Acces Access lec. Trim & a tz aria' 1 hors _ _ or ; Cle es -H Vo-fIqc. Outlets at Wood Panel; Int & Ext. Card -BI Dat _ Card -BI Date it.�ixt. &ApfS(iance; .-Air 9jp,-Co6kjpg.G1earance Card -BI Date�_ - ffi Card -BI Date 6 ec. Outlets &Receptacles at Kii. Counter Date ELECTRICAL Permit OK except q's 6 _ e & Tr�rance-Ins. 1'ratt�ciion Wtr. Htr.; V�s-CI nce-Comb Air-Cvmiiee6r-P. - In r -Meth. Protectioni lec. Receptacles Spacing -Lights & Swit t Doors _ 2oxes & No. of Conductors-St*kle-- 7 Ib. Elec. &Mech. Equip. Listed for Location ec. Receptacles in Garage; me , ro 2 onjex Installed Close to Edge oLSWds & C.J. —_ — quip. Ground made up w/Mech. Fasteners-BoFd-61= & Wet2t ula[ Yas tion-Fearn-Looked in Attic - - Appliance Circuits in Kitchen &Conductor Size ion-PoDn6aps .�iZ� Fdn. aw oo Drain ood-Eartfy�nce Looked under Floor 1 ubieed Wire Siz-' �. ^ or AI-A.C. Wire Size Lot/ ga. Cu nge Circ. / ' / ga. Cu er-+CIOven Circ. / / ga. Cu dT'RT - Neutral ,�.Ycrs ❑No —Fitelae.r� Service -attar C`nnrinrtnrc & G-Mainalibeoit ect 7 olnters ins Ye Drives es j] No; Walks � s ❑ No; Planters ❑Yes 2&_-t`q`uip. Clearances; Panels-Motors-Mech. Equip. _ 3p { 3 es Closet Light -Shower Light - - -2 7 A,�nit; Dis ect-CI & Co 115V4)erttet 7 ents Above Roof; R1bg -F- -Clear-tT pngs. ---- --- - - - -- ----- -- ------ Card B -I Card -BI _ _ Date Eleoaaeafumbing 78.. CNell; DiscpyaeCf � _ 88"Ext ' r Elec. Trim; G.F.I. Receptacle-Undlettreafg- 8 entilation throughout House Card B-1 Da% :[0 ; Card -BI Date 8 ass Protection ... Date MECHANICAL (Perrr!it) OK except q's _ ali Su port — ent Fan;ulatner _ 33.--6eRdertzatL�Drain_&_ Overilow; Size & Grade orrections from PreviouVnspect ions Meters Ta"d; 6es-El 8 ater & Sewer Connected -C7/0 t ade-HD Approval Compliance Certificate Other Certificates 34 f �"nR - o_ss-Comb. Air -Return Air Vent -115V outlet 35�-�4t4ie,4eeess & Platform if Furnace in Attic ------------- Card -BI Date 1 Card -BI Date ioa_. Card -BI DateQ_/l ) Card -BI Date - Card -BI Date Card -BI Date Card -BI Date - Card BI Date Card -BI Dat Z• Card BI Date Date FRAMI G(Plans)- OK except fit's Comments at Final: Proper Material & Anchors _ 37 alls; Studs -Nailing, Spacing & Bracing-PIgise!`_69c+ed 3B.--ffea ing Walls over Girders & FId6_"Neriling- -- 3raft Stop in Walls (rat proof) ?� _ G — r /Fire Stops; Fucced�6eiiiags-Glzir--��/ LY --- _ 4 der &Bea Size.2rf3earinq Hangers- osl a-An¢bers-Con.cuerS�— a 4$/Gfn4-daist-Rftr�-P Roof ♦ -Truss-Stuartq.-Rfnp. ?ter •�- Fireplace Ties or ype 1-Firaplara 7Jeoat ome ctio Dr9WItop- rs. ! J ttic-Access Size & se Windows or Exiting Doors -Sill Hgl_ensions -- - 4+ Beimg '-4,9'otection Framing (NOTE:Anentrymust be made each time youvisit jobsite) J = OK 0 = Not OK — = Not Applicable * = Not Ready MOBILEHOMES f MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except H's 1, Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg:—Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6, Gas; LocatiorrTest, Wrap: / /"L"ft./ /"Nat. or/ /"L"ft./ /" LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Date -'Date _ Date Card' -BI Date _ POOLS (Plans) OK except (1's 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability a 3. Gas; MH Test—Demand—Valve—Connector 3, Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7• Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity_Tagged '•., : 8, Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date RES IDEITP IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED•IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT Keefer Road, Chico, CA (location) BUILDING PERMIT NO., 1420-83 A.P. NO. 47-32-18 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A.if not applicable) INSULATION: CLAZING: Slab Edge NA. Single Glazed -NA Fdn, Walls Special (Insulated)_ ­ Floors R-11 CERT...& LABELED WDS. Walls R-13 , &. SLID'I'NG, DRS. Ceiling/Roof .s. R- 0 WEATIIERSTRIPPED DRS. Ducts RM BACK DAMPERED FANS Circulating PipesNA INTERMITTENT IGNITION DEVICES ,NA APPROVED HEATER ` CERT. APPLIANCES APPROVED WTR. HTR. I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WI'T'H THE ENERGY CONSERVATION REQUIRE TS AND AGREE TO THE COMPLETENESS OI' TRIS CERTIFICATE AS SUBMITTED Insulation Applicato Signature of Insulation Appl'ca se print) State Contractors License No. 378407 General Contractor/Owner Name Mike Stevens Signature of cas print) C, General Contractor/Owner Date State Contractors r License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BU il.D ING DEPARTMENT PRIOR TO REQUESTING "?TIAL INSPECTION AND SMALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN TP' 7J.INC. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Cat'ifornia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N D � ASSE S R PARCEL NUMBER ZONING al r — ; BUILDING PERMIT OWN LEPHONE SQ. FT. OCC. BUILDING VAL TION OWNE 'S MAILING AD ESS �^ W.11174 V 10.7 CONTRACTOR'S ONTR C O 'S N - / !/ C/{r ELEPHONE i ONTR OR'S M A I L'IPJG AD SS �/ f C/7�/ FireAl 4 oaq, 0O C TRUCTION LENDER UNKNOWN Total Val on $ ,s" Filing Fee $ 10.00 LENDER'S MAILING A DRESS A-Vc-e Permit Fee $ SOV ARCHITECT OR E GINEER AJ.oPenalty LICENSE NO. Plan Checking Fee $ -0 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ Y27, 5Z> BUILDING A p ESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 p Solar Water Heater 20.00 Water piping 5.00 :9_,0,C> LOT NO. ' SUBDIVISION NAME 1 PARCEL MAS Cf X --I j Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 'Q Mobile Home JSJGJW.J 10-00e TYPE OF WORK New Addition ❑ emodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work:� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service sOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWEL P,& OR ADDNS. ACC. S NEW NON.CONSTRESIDR BRANCH CIRCUITS) MULTI. 1 / 2hQsgft 2.50 ea 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. 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 CONSTR. POWER APPARATUS IN) � NON.RESID. SINGLE OUTLET CIR. / Ex. Occu z0®SOC P�o TS OR FIXTURES BAL030 FIXED FIXED APP LNS. OR jj EX. OCCUp. OUTLETS (RESID.) EA./ 2.00 Temporary service AZQ E 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 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 I 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. Heating A* O Cooling % (7v 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 Countyot 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 against s id County in consequence of the granting of this permit. 1 X �"i1t Date D 3 Signature of Applicant — Owner Z Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. g Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCuP CROUP ,3 TYPE OF CONST, PARC P N ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which BLIC By �� r3t PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. �iC (� �� WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT t. State of California _) Butte )ss. County of ) On this 13th day of May. in the year 1983 , before me, Sheryl I . Tuggle a Notary Public, State of California duly commissioned and sworn, personally appeared Lorinda M. Stevens , personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged that She executed it. MITTIM nrn _ 0 SHERYL I. TUGGLE a p�. NOTAJ!Y PUBLIC—CALIFORNIA = Notary Publi E.;a , State of alifornia rIUxCIr.•:L orIN — �`'`` EJTTE COUNTY p M My Commission expires y Commission Expires November 27, 1984 State of California )ss. County of Butte GS 134 10-82 13th day of May 1983 before me, Sheryl I. Tuggle On this in the year a Notary Publip,$tate of Califggrnia duly commissioned and sworn, personally appeared Michael D. Steven personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged that he executed it. :\ SHERYL I: TUGGLE V . �•'�.--. NOTARY PUBLIC—CALIFORINIA = �,..- Notary Public, S ate of California . PRINCIPAL OFFICE IN C BUTTE COUNTY I�u.I �J �r' � My Commission Expires November 27, 1984 My Commission expires nowiedgement, uenera GS 134 10.82 L Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT DT BUTTE CO FYTY FOR RESIDENTIAL DEVELOPMENT ;.,: �i7�05 PEc; t,;..ci'r':;. , ,` LB r� da �v��%r1S Section 26-8.1 of the Butte County Code requires this acknowledgeme%AY IU 4-1 MP be recorded prior to issuance of a building permit. ELEANOR P�. :i� The property described herein is adjacent to land or included CLERK -RECORDER t within an area zoned for agricultural purposes, and residents of F E this property may be subject to inconveniences or discomfort arising S.3-1'71 OG from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally 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. L yZ All that real property situate in the County of Butte, State of California, described as follows: 5 0A )�f _e ���C i er_�fd:a,C=JJ yew- C e ; (U)eq u tie, sbe OS (Ai f u1n k d , Om k -LM ►ter ?, 073, 0 30�� +o c S, �� Pie 68 m P6,t-f(C x.601 dCJCriba1 c4S fr)IlrxvS: IPatCel 1, 0-9, 5howen M 4,hc4- C(fA+6riL p,:�+-ccl �. Cc("ecf Lp, -�h.c *c1f, 01 the �'ecc�der, Ccv►t ► y B� I��, se (a I t, n cnn ven,l z! CI z A6es, Date: State of I ) Q ) SS. Counry of PROPERTY OWNERS: �•=�� &Leg On this the day of before me, the undersigned Notary appeared I 19 Public, personally known to me to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the*same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public y . .'.. � 1 ti �. 1 ..•J 'i F� Kt � y Z; h s .:., . . _:..1.a•_...».:ti.:,. ., ,Jai, :ki.,,,, '.� .,...�. . ,.� , ,�, :. �.. � . ...:d. ?k:: . l .�`. �rrA.�..i:.., . , c'..°".:SL,a:t!i. •.2". `R ir.`yF 47-32-56 665-8 TROTH, Terry " 4227 Keefer Rd,Chico ContR: Holiday Pools (new swimming pool) PER � FINALED: PERMIT EXPIRES OWNER CONTR. c ASSESSOR PARCEL LOCATION I l • i Temp. Power Pole Called PG&E Temp. Elec. Service / Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -81 Date Card -61 Date Card -131 Date Card -B1 Date Card -131 Date Card -137 Date Card -131 Date Date PO LS (Plans) OK except #'s tb Eks-Easements ils; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness - Dead en -Lining e eceptacles and Lighting, Distances-GFI e • ool Lighting; 15 volts-GFI ( p rec.; losures; Conduit Entries- erminals-Listed $-L onding; Metal w/5' -Circulating Equip. -Heater Iec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9r alth Department Approval W. Plumb.; Cir. Test -Water Supply Test Card -61 Card -B1 Card -131 Date Card -131 Date P ��k 6 d<,__. "nv =OK .. 0 = Not OK ' MOBILE HOMES MISCELLANEOUS = Not Readyable Date MOBILE HOME UTILITIES (Plans) OK except #'s _Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ PV ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -131 Date 10. Roof; Shthg-Roofing Card -61 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME 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 -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. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -81 Date Card -61 Date Card -131 Date Card -B1 Date Card -131 Date Card -137 Date Card -131 Date Date PO LS (Plans) OK except #'s tb Eks-Easements ils; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness - Dead en -Lining e eceptacles and Lighting, Distances-GFI e • ool Lighting; 15 volts-GFI ( p rec.; losures; Conduit Entries- erminals-Listed $-L onding; Metal w/5' -Circulating Equip. -Heater Iec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9r alth Department Approval W. Plumb.; Cir. Test -Water Supply Test Card -61 Card -B1 Card -131 Date Card -131 Date P ��k 6 d<,__. = VK- 0=Not OK - = Not Applicable • = Not Roady RESIDENTIA! (Single and Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks; -Easements -Flood -Slope 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Dei 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -B1 Date - Card -131. Date Card -B1 • Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access'& Platform if Furnace in Attic Card -131 Date Card -131 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -B1 Date Card -B1 - Date Card -B1 Date Date - FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 85. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 1 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In ir-Connector-P.R.V:In Garage; Above Floor-Mech. Protection 15. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic 0 Yes • 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No Si. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House .� 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Card -61 Date Comments at Final: (NOTE: An entry must be made each time you visit iob site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 .Memorial Way, Chico — Phone: 891-27;+1 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE --r�-04t' 66 s- 1181? OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additionn�al explanation, please contact this office immediately. f 6 4 Inspector Date tx. t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION A(VD*PERMIT PE MIT NO. AS 5 OR P C L NU B R ZONING BUILDING FERMI OW-U.&LiLEPHON r� Ind _ . FT. OCC. BUILDING VALUAT ON ori ER'S MAI IN AD ESS �c- r O C ` 4S a CONT A TOR• NAME L- i ISA `t TELEPHONE y3- 92 - CO TRACTOR'S M ING ADDRE S L ( %0 5 k_AJ Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10 00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Check'ng Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS I Permit fee $ 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 STRUCTUR SF F1 Duplex❑ Mobilehome❑ OtherP SPECIEZ Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New [% Addition ❑ RR�ejodel Utilities ❑ Instta'llationn� Other E] Describe work: /YZAI . 6'12 � ((9(O O Permit Fee S Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10Dv OR LESS10010.00 1AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declar under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s C de and my license is in full force_ effect. C 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) ❑ 1,a (Seo owner, am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.2i OR ADDNS. ACG. SLOGS. , /20sgft NEW CONSTR U TI.OUTLET NON -RE .BRA CH CIRC ITS 2.50 ea POWER APPARATUS eJ SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES BAL030 200530 Ex. OCCUp. OUTLETS (RESID )FIXED APPNS.REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 son Permit Fee S 1. 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 �w���rrrr 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 shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 30.00 Heating Cooling g 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. I also agree to save, indemnify and keep harmless the County of Butte againstoce"' all iabilities, judgments, costs, and expenses which may in any way accrue agan t said C my in s uence of the granting of this permit. %� " Date Signature of Applicant — Owner El Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and emolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ CON3T71`E ISCHOO'Ll FIAOD PARCEL PD D Is9 E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 17— 1- Receipt No. WNITE-D.P.W.. TELLOW-092( OA, PINK -INSPECTOR. GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF'PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRI&t OROV LE, CA• bLIF69 IA 95965 - TELEPHONE: 916/538-7541 w PERMIT APPLICATION DATA SHEET Permit No. OWNER t/ A. P. No. Proposed Building Use Building Inspector Date At tim;?All ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 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. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8., Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... _ 10. Chico Urban Area fees paid ........................................ — 11. Park fees paid ..................................................... — 12. School District fees paid ................. 13. Sanitation approval from Health Department ... — 14. City of Chico plumbing permit ...................................... _ 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... _ 17. Improvements may be required. — 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ...... Pre-Inspec. request to Building Inspector — 20. Contractor's license information (No., Name Style, Classification) ....... — 21. Certificate of Workmans Compensation Insurance .................... — 22. Owner -Builder Verification (Given to owner o, Mail to owner ❑) ........ — 23. Recorded copy of Agricultural Acknowledgment Statement ............ _ 24. Letter of signature authorization ..................................... — 25. _ 26. k.) c,. _(Date When you issue the permit, process as follows: Ma' to owner. Mail to contractor. Telephone 1 and hold for pickup at� office. Deliver w/inspector. Other Applicant 11-a-, rl _ Ji.f,)n Date 3' i✓ I Copy of plans sent Health Dept., Fire Dept., Other Date 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_—rtaiI—counter by date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by Date Plans approved by Date `L9 Sets of plans on hold in File cabinet AP folder Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O.K. for: Clearance for _ bedroom mobile home. Other NOTE * * * Water Supply Water Supply Sanitarian Date F - 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 ASSfjB$ ELN+MB.E$ /✓'�/ SCJ ZONING BUILDINGPERMIT D�t✓ • l.S/`- TELEPHON =L119 SO. FT. OCC. BUILDING VALUATION OW I�a.{DD ESQ e� (C 0 / COM OR'S E ` / 1/ ( TELPHQ . CONTRA ?)MAILING RESS /l•wY/1- C/�C/// n / ^ �y 9�7 7 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 CheckingFee $ BUILDING ADD j�,, ,, /'�-� p,e%,�r-c� Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EV15uplex ❑ Mobilehome Cl 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 ❑ ��Insstptallation ❑ Otber'❑ Describe Work: f'2j% (G.,C�2 ' Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 "00OR LESS Main Service p A 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, fuS and my license is in 1 force nd effect.��� License Class -- Lic. No. OWNER -BUILDER DECLARATION 1 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, army employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNO OCCUP. OR AODNS. 6 ACC. S. SO 3.5Q =RC.,.MULTI.OUTLET'ITS @7.50 POWER APPARATU 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FOfTUREs 20 @ 1.00 BAL @ .50 Ex. Occup. ifT rFIXEDs Ro .) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compens do insuranc carrier and policy number are: Carrier 6 7�140-- MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number an -/v (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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' ompensation laws of Cal' rnie, and agree that if I should become subject to the w r1kr compe ation rovisions of section 3700 of the Labor Code, I shall fo hwith cam w h Be isions. -7 / Date C-�- pplicant - ❑ Owner Contractor ❑ Age Si �Ap An Oit is required for excavations over 5'0" deep and demolition or construction of uctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD CDF pgRCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte unty Code and/or Resolutions to do work indicated ov for which fee have been paid. r By Date PERMIT EXPIRES ON ���'93 Date Receipt No. 2 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 4227 KEEFER RD Owner: Permit N0: B07-0789 APN: 047-320-056 TROTH, MARY Issued Date: 05/30/2007 By KCG Permit type: MISCELLANEOUS 4227 KEEFER RD Subtype: Private Garage/Shop CHICO, CA 95926 Expiration Date: 05/29/2008 Description: DETACHED GARAGE 960 SQ.FT. (: Occupancy: Zoning: SRI 0 Contractor Applicant: Square Footage: HYSMITH CONSTRUCTION JERRY MITCHELL Building Garage RemdI/Addn 5190 PENNINGTON ROAD 195 WASHINGTON ST. 960 LIVE OAK, CA 95953 GRIDLEY, CA 95948 Other Porch/Patio Total (530)695-8784 (530)846-4409 960 FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $219.96 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $329.94 DBOMSCF Fire Safe Standards Re $109.98 DBSMIP Residential $2.30 Total Charged: $943.28 Fees Paid: $943.28 Balance Due: $0.00 Receipt No: B3283 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 HYSMITH CONSTRUCTION 791117 / B / 02/28/2007 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 PERJURY that I am licensed under provisions of Chapter 9 (commenci with action 7000) of Division 3 of the Business and P fessions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full f ce and a act, of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the - basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/30/2007 the applicant to a civil penalty of not more than five hundred dollars ($500); Please check one of the following: Contract feDate �.St1a -11. 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 W RKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors 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 E]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.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by E]1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors 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 State Fund 1645113-005 Exp. Date: 11/15/2007 Carrier. Policy Number: Contractors License Law.). (This section nee not a completed if the permit is for one hun 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 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' comp e laws of California, and agree that if I should become subject to the workers' X 05/30/2007 ce nsatio provisions of Section 3700 of the Labor Code, I II forthwith comply with those Owner's Signature Date ons. Cpp6visi X 05/30/2007 I hereby certify that I have read this application and state that the above information is correct. I agree tocomply with all City and County ordinances, rules, regulations, and State laws relating to building Date G: LURE TSEC E ORKERS'COMPENSATION COVERAGE IS UNLAWFUL, FND construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless ButteCounty, its offcers, agents and employees from any and all claims and liability for personal SUBJECTNEMP YER TOCRIMINAL PENALTIES AND CIVIL FINES UP TO ONE THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused t is arising out of, or in any way connected with 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 o ccupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY S FEES. my o enter the above mentio ed property for inspection purposes. I hereby certify that I am the rope owner r 't o act on the property owners behalf. CONSTRUCTION LENDING AGENCY 05/30/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for am2W051filiftee ISM] -Print the performance of the work for which this permit is issued. (3097 civ. code) 0) /ne r 1:1 Contractor OR: Agent for OwnelpAgent for Contractor Lenders Address City State Zip.!FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER Name Address -City Zip Phone Pyax E-mail State License Number OWNER INFORMATION Last Na Mailing Add First Name Cit _ I S Zip t r Zip Phone E-mail Fax E-mail ARCHITECT/ENGINEER Name Address -City Zip Phone Pyax E-mail State License Number CONTRACTOR 02 WWRIO Zone Address _ I S Zip .►ll WE- axwwarm E-mail i ARCHITECT/ENGINEER Name Address -City Zip Phone Pyax E-mail State License Number PERMIT NO. .�669-G BIN # PROJECT LOCATION AP# = Property Address City 5q WORKER'S COMPENSATION Policy Number . U Carrier L If hiri one other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION DESCRIPTION OR SCOPE OF WORK: Sq FT Living Garage �� Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Zone Address City _ I S Zip Phone No Fax E-mail PERMIT NO. .�669-G BIN # PROJECT LOCATION AP# = Property Address City 5q WORKER'S COMPENSATION Policy Number . U Carrier L If hiri one other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION DESCRIPTION OR SCOPE OF WORK: Sq FT Living Garage �� Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ZoningF—E;pFlood Zone SRA es No Occ. Type Const. Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds �fc $ 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: B07-0789 Location: 4227 KEEFER RD Parcel Number: 047-320-056 Owner Name: TROTH, MARY Description: DETACHED GARAGE 960 SQ.FT. (24X40) Date: 04/12/2007 By: TMP Sub Type: Private Garasse/Shop Phone: 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: 04/12/2007 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0789 Job Address: 4227 KEEFER RD Contractor: HYSMITH CONSTRUCTION 5190 PENNINGTON ROAD LIVE OAK, CA 95953 Printed: 04/12/2007 4:10 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 04/12/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 04/12/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $109.98 04/12/2007 $109.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 04/12/2007 $102.70 DBMSC Garage Wood Frame 0010-440001-4210500-1010 $329.94 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $219.96 04/12/2007 $219.96 DBSMIP Residential 1001-0-280-1011298 $2.30 943.28 $611.04 Printed By: Tammie Powell Balance Due: $332.24 At the time of permit a icah n, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: % Date: 04/12/2007 Pursuant to Goy�¢fnment sdde Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date df approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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 (not yet issued) must be requested within two years 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 of $54.99 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/codesibutteco/ Reference Number: B07-0789 Location: 4227 KEEFER RD Parcel Number Owner Name: 047-320-056 TROTH, MARY DETACHEDGE 960 SQ.FT. Signature of Property Owner: FILE Date: 04/12/2007 Phone: Date: 04/12/2007 Sime of C000-10 �_ "CONTRACTORS SiI!sc IfCENSE BOARD AD-in E: — ACTIVE LICENS t[ma \nn4, 91 1 1 Iy Iry INDZv a.,.,X.HYSMITH CONSTRUCTION (,p1il0�utN�/28/2003 -- C BI I A 5 .Hen le}rvi) le 4 IkAollnos Cohasset a 14 ft 14 Richardson rings a Nelson IbMeg CONFN ARE OWDL. THIS REDWINGAW AW OPMETDA DATA ESCRIPTION.ANDOTNERYOFSPGS!CONTAINED SPG SOLAR HEWN ARE CONSIDEREDAS PROPRIETARYANO THE IXCLUSIYE PROPERTY OF SPG SOLAR IW— AND SHALL NOT SE 'EC'"CED, COPIED. DISCLOSED. OR USED. MI VVHOLE OR IN PMT, FOR 20 LEVERONI COURT ANY PURPOSE WITHOUT THEOR EM WRITTEN PERAMSSION OFA DULYAUTHORtgD REPRESENTATryE NC w4ra�ff I� �� NOVATO, 94949 OF SP0lAR O9. uLwoHrsFESERVm. CA 5) #7575 9086 PROJECT NO: 2633 (415) 883-7657 CAD DWG FILE: A-0 COVER SHEET.DWG 5 4 3 2 MARY TROTH PROJECT # 2633 4227 KEEFER ROAD CHICO, CA 95973 METER# N75624 ph (530) 514-0922 Wil? -3 Z- - - C=ot- D CMC, CPC, CALIFORNIA DARDS AS AMENDED S THE JURISDICTION APPLY TO THIS PROJECT. SCOPE OF WORK 10.314 kW PHOTOVOLTAIC ARRAY (GROUND MOUNTED) (2) SMA SB5000US (240V) PV INVERTERS: 95.5% CEC C (60) KYOCERA KD205GX-LP PV MODULES: 180W CEC (60 MODULES) (180W CEC) (95.5% INVERTER CEC) = 10,314W AC SITE LOCATION REVISIONS DATE DESCRIPTION 3 APPROVED PLANS AND PV TILT: 21 DEGREES PERMIT SHALL BE ON SITE PV ORIENTATION: 180 DEGREES FOR ALL INSPECTIONS SHEETINDEX A-0 COVER SHEET A-1 SITE PLAN S-1 ARRAY LAYOUT S-2 ARRAY DETAILS E-1 SINGLELINE DIAGRAM TX OR BUILDING PERMIT# Oie- 22-23 ASSw PARDE ©`i%- D ATTACHMENTS /os6 -:;, KYOCERA KD205GX-LP PV MODULE SPECS SMA SB5000US (240V) INVERTER SPECS BLINE COMPONENT SPECS COMPLY WITH CALIF-ORNIA - ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS MARY TROTH FILE COPY CK'D APP'D 4227 KEEFER ROAD ■0 CHICO, CA 95973 ATOM WCAMSRIDGE aRo�ECT o[sATOM MCCAMSRIDGE SEPT3RD2O8 SPG SOLAR, INC o[slcry mnrvnGEF WE (415) 747-] CRAIG STAGER PERMIT SUBMITTAL A-0 °.TEoTR° �rvry T°rvm rvn°ER °n.E SEPT3R.—R KEVIN ROSALES 2 1 ■0 ��! RC►Ilh�f�sllltRdINILE�P1A I . �II � , I I { I 5 4 9 2 r 1 ( — PR®VIDE MINIMUM DiSTR.NGE -- FROM FI�ITIN177 9F STRUCTURE OTE ITIO►`►S I OF 5 FT FROM ALL PORTIONS --- - SITE Np T OFTHEAND NO OF PRIVATE SE.,/AOF DEPOSAL IF ANY i �— BE REQUISEADRE OBSERVED SYSTEM INCUDING SEPTIC _�---` ---� -- R )AD D MAY TANK„ LEACH AREA AND PITS G NS; C[3t-41 O PLA KEEFER ------ D ENG►pW►NINg1TE --..--- G PPR VED - _ - LL ON A St- S - T II N P F A 58 HOWN • EXCEgSIVE 5O;L5----."~"`",.... 51VE FILLS EXPAN TS DR RAINp`[3E �„ r PG TANK LOCATION MINIMUM t ® EXC ESSIVENS TD NATY RALE EOGRAPHICA►— _ .. . ..---"""",._ DR II. DISTANCE FROM PROPERTY LINES OR STRUCTURES FOR �Oa „ • ALTERAUNVSVAL 5p1L _ - r"--�� .. ttt J _ GALLONS OR. LESS, LPG TANK SHALL BE O FEET a ' • ®T CC3NDITIONS ._ :-------_ -,--=..SEPTIC _ . 200A MAIN SERVICE... AND 60A DG DISCONNECT' PROPERTY LINES - - -- -EXISTING RESIDENCE .. I yt ; tes�� t@2''7#• SEPTIC TANK c . POOL 20 � 60FT AC RUN (TRENCHED) =� 1" SCHEDULE 80 PVG, minimum EQUIPMENT MOUNTED,ON PV RACK:. - -- -- �, . ,.. -- , (3) #8 THWN-2 CONDUCTORS. r < 2 30A DCDISCONNECTS. O .. .___" (1) #B THWN 2 f3EC°/EQUIPMENT GROUND ' (2) SMA SUNNYBOY SB5000US INVERTERS_ 4s1'.4• ' 0 AGCOMBINER BOX ' 438•t1 SHADE SMALL TREES -- 'y GROUND MOUNTED. PHOTOVOLTAIC ARRAY LEACH LINES W. H (60) KYOCERA KD205GX-LP PV MODULES SO' LONG PV ARRAY H ' (PORTRAIT ORIENTATION) TILT: 22 DEGREES , ORIENTATION: 6, DEGREES HEIGHT: 11'-6" N OTE: PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED ~r SETBACKS FROM PROPERTY LINES AND µ" EASEMENTS. A SURVEY MAY BE REQUIRED IF V DETERMINED NECESSARY BY THE BUILDING A 1--'0 OFFICIAL.wm P MARY TROTH _ ...._. ... - - � BY CMD Aa D 4227KEEFERROAD SITE PLAN. - _ ., ..,_.. SPGSOLAR AA iw_ CONFMEM14L" MAWVQAWAWVATkOESCRPWKAWOYM SWORWTMOWAW SNARE. ASNi(PR1FMRYANOT"EE%CLUSNEPtiQPHiINOFSPO SOLAR WCNq S"ALLNOTSEP000S W.REPRODUCLa COPM DISCLOOMOR LAIm INVOICLE OR SL PAR,FOR � ttEwsloNs REV DATE.-DESCRIPiI0o . .. 20 LEVERO, COURT .^ L n, NOVATO,,CA 94949 ANYPIXtlOBEM71NWT7NEE76M�ASNAI[TH/PEPM6&0l/OPApAYNJT"OR�REPRESEMAIIVE oPaPDaoLARwc AuaatneRPaERVED: CHICO, CA 95973 w,� anoxc.cExc ((��\ 132p = �' SCALE ..; 1 - cgL�c;#759086 - ,. PROJECT NO: 2633 ..„;µms AT"*CAMSRIDOE ATOM fAGCAMSRIDOE OCTOSER30T17WS SPO SOLAR, iKC - 11151rirm� CRAKE STAGER - ,. (415)88&7657 -- CAD DWG FILE: A-1 SITE PLAN.DWG 0A1£���D =ter«,M.H�R. o,r� KEVARCSAlEII PERMIT SUBMITTAL .. A-1 6 1 4 3 2 1 :, r, :,:. . .... 4 .. .i . . ..,E . .. , .:.:, ... , I I t, ,; ,I , I t I, .. ,.,. I ., .�. ,III ,. , I I ,, , I +:>, .��� f I �i,:,_ I � I,. ,:. t I I,.' r I, .. .. I , I , �:: .:. .. , i .... ..: o-. ,.� , r 1 t :..,. .i P�' I IWAIT L j S-2 STRU LDWQ 5 DET;AIL: 6 -A ST -6 51 3. B22 CROSSBRACING ON HIGH LOW SIDE -.and 1 n M� w", U! �UNICLIP. Nam Nil KYOCERA KD205GX. D­ 11111111111M MAN Willimlsomfilmils Oivj�lll= ��:1322 PV MOUNTING RAIL ---- ------- - ---------- _ -_39 liallimmema /d �'l w �=—_ NO 11! wmwmwxmm� '0L-lrA Vb.MOUNTEDPf*OTOVOLTAJC RRAY SLOPI' NG BEAM AX SP N '(60) KYOCE -LP-1 bb 1 TAT -"BLNE22 I D E r 60& B RACK -22A HOP JZONTAL BEAM 0 8. '910490DE6iig 22 PVMOUNTI l[o 'H 13OLTED W11 B UING 822A VERTICAL W17, BOLTS' EACH I PO ------- — . .... ... .. .. . P�' I IWAIT L j S-2 STRU LDWQ -6 51 3. B22 CROSSBRACING ON HIGH LOW SIDE -.and 1 n M� w", U! K, Nam Nil 11111111111M MAN Willimlsomfilmils Oivj�lll= ---- ------- - ---------- _ liallimmema /d �'l w �=—_ NO 11! wmwmwxmm� P�' I IWAIT L j S-2 STRU LDWQ -6 51 3. B22 CROSSBRACING ON HIGH LOW SIDE -.and 1 n M� w", U! K, PS4W!7�NPERMMSION.OFADULYAVIMROMai"9-;��� ;PGSOLARIN ALLRW c L S-2 STRU LDWQ 'C I Hl I Co , '_CA:'_�' 9 , I ISCALE v t'AU 77 :7E FOOTINGS: DIAMETER: te - I ,...1 � .._._:.__. .. ✓:_,...a,..<.._.,.. ._s�...,.,,,.__..� _ _ _..._, _._.._ �_ux:,,�_da., A : rte. ... .. 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