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027-270-042
I 0a7- 0.70-04 --- i r 027-270-04201-0372 MULLER, GRETCHEN & ALVIN { / -Z A BLEDSOE CT., OROVILLE 1 CONTR: D & D HOMES ZG{ Oi t NEW GARAGE 1--ltil9 027-270-042 01-0373 MULLER, GRETCHEN & ALVIN raa BLEDSOECT.,OROVILLEi'�� CONTR: D & D HOMES 1o1 NEW MOBILE HOME PERM. FOUND. f 027-270-042 01-1211 MULLER, ALVIN & GRETCHEN 122 BLEDSOE CT., OROVILLE CONTR: D& D HOMES COVERED PATIO 027-270-042 • 1 01-170 MULLER, GRETCHEN 122 BLEDSOE CT. ORO ILLS CONT: D & D HOMES 'LL �/{ O� MH COVERED 4 X 8 PATIO (/" BOS-0946 MISCELLANEOUS 027-270-042 GROUND- Ph1°utak Sys Gmd MOUNT SOLAR SYSTEM 122 BLEDSOE COURT MULLER FAMILY TRUST } 1 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: 122 BLEDSOE COURT Owner: Permit NO: B08-0946 APN: 027-270-042 MULLER FAMILY TRUST Issued Date: 06/11/2008 By KCG Permit type: MISCELLANEOUS 122 BLEDSOE CT Subtype: Phtovtaic Sys Grnd OROVILLE, CA 95966 Expiration Date: 06/11/2009 Description: GROUND -MOUNT SOLAR SYSTE1% (530) 532-0466 Occupancy: Zoning: Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage RemdUAddn 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: B7428 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 Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 06/11/2008 the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: C ntractor's Signatur Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR 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 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR ❑I 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 AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED 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. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant ;o the Carrier: OLD REPUBLIC policy Number:AICW9174A800 Exp. Date:04/01/2009 Contractors License Law.). (This section need not be competed if the permit is or one hundred dollars ($100) or ess. ElI AM EXEMPT under Section B. 8 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 agree that if I should become subject to the workers' X 06/11/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X06/11/2008 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 SiLNING: WAILURE TO SECURE WORKER 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 ASUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUHOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY 06/11/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of termittee [SPNI Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; Agent for Owner nAoent for Contractor FILE COPY 't�� Lender's 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 OFAPPLICA TION Website: www.buttecounty.neWds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name tib t! e4 First Name i� Mailing Address Zz 3le.D City O koot ccg State e/4 Zip 9594 Phone sap, S3 2 -1) 4' Fax E-mail CONTRACTOR Name Address �Zl eft O +,,K— city ©Ad atGLc State Zip 9S%6S Phonr5�b S33 -5.97'r Fax E-mail Lic.# 7510 $ Class GDS G96, !3 ARCHITECT/ENGINEER Name v v0) LgE Address y 5 Je4,D� I eOVA7 City ILMd, 7o State L4 lip -7,L/ PhonK91-6 993--- gg50 Fax & 5 xi3 --9,T3 E-mail State License Numbe?1, d 8 APPLICANT INFORMATION Name : pM SO! Address city. OA/Z /,0 Ovit t,� State Phon s3oJ Fax mail APPLIL; , ' 1 SIGNATURE I k Zip 95,965 PERMIT NO... BH /-Oq BIN C� # F• l � PROJECT LOCATION AP# �02�7 Property Address �ZZ city O�Ovt 64 cJS �6t! WORKER'S COMPENSATION Policy Number p eLw-) 9/ 7 qD $,O O f Carrier 01-v R_eAV6 u C If miring anyone other than license 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: Al- Lo "0C,7,)0 0d,) o /%l,7-0 d,O LTA( c Sq FT- Living Garage Open Cov O • Structure Built without Permits (Note previous use): 7cnirg 1 /9–J I Flood Zone I y j SRF ' Y ` N, 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://muniCiDalcodes.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: B08-0946 Location: 122 BLEDSOE COURT Parcel Number: 027-270-042 Date: 05/22/2008 Owner Name: MULLER FAMILY TRUST Phone: (530) 532-0466 Description: GROUND -MOUNT SOLAR SYSTEM Signature of Applicant: z_ Date: 05/22/2008 FI Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 d 0 0 `plc V$ 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: B08-0946 Location: 122 BLEDSOE COURT Parcel Number: 027-270-042 Owner Name: MULLER FAMILY TRUST Description: GROUND -MOUNT SOLAR SYSTEM Date: 05/22/2008 By: KCG Sub Type: Phtovtaic Svs Grnd Phone: (530) 532-0466 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: 05/22/2008 MULLER RESIDENCE -SOLAR ARRAY FOUNDATION DESIGN OROVILLE, CA STRUCTURAL CALCULATIONS ` PROJECT NO. 3.1538.00 May 21, 2008 g�rBorrB,,,,��P $off Q��pEESSIpN ��, �e N W ., d \t x;mow a a L 99 x , q .0 p. 9/30/2008 ,44, 1.1 Y I� #�rrt 9 OF CAO'F Ie �1NG 01V1 Prepared by: ace (of> CSW ST CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leverom Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 Bu7-rE " COUNTY 1*Y 7 2 2009 Lv ♦ viava lva ll i SERVICES 5 ` S .. 2 _ D T-0„ T_0" 7,_0" 0 C � •} (,.tet �' (. N C ED 1 32'-3" \ / B i A A SPG SOLAR REVISIONS ALVIN MULLER HOME 4i 20 Leveroni Court m 122 BLEDSOE COURT OROVILLE. CA 95966 ARRAY LAYOUT ....»n.,,.a..N.,...a,»,.,M �+i $ Navato. CA 94949 CA Lic. #759086 JV ONDUENSING insoi+oueNsiNe sTaweraab-'� _ /4„ 1'-0„ ..i'Fr., ^3.: ^,.:..r,'.>•,T'C^::;ti.,: ..y. (415)883.7657 s G SOUR ... .......... ..,.,......� ..., a�,o.c,...".,N�„sw..r.K A-2 d.e,o...�.�....,.....m„ S 4 - ` ST e _ 1 6 I ` I 9! I E I 1 D I D PV MODULES ... 8'-8" (B104SH) 90 DEGREE CORNER ANGLE .-" -• 3 HOLE T-3" I (8763) 22 DEGREE OPEN ANGLE BRACKET I� KYOCERA KD205GX-LP MODULE "•°L tt'i61..: if!V'I't: !I ` i' 91-41I C PER MODULE: MAXIMUM POWER: 205W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2V 4'-6"CHANNEL FORACING MAX POWER CURRENT: 7.71A I' i( B22BETWEENEVERY SETOOF POSTS SHORT CIRCUIT CURRENT: 8.36A B I I � s AI CONCRETE PIERS: 12' DIAMETER BY XI -XII %X' ( MIN ), 822A POSTS RUN 3' FROM BOTTOM L LI 8'-0" A ALVIN ULLRO HOME STRUCTURAL DETAIL -ELEVATION 12E BLEDSOESOE COURT OROVILLE. CA 95966 1 DUENSING JASON D"ENSING-919i6P0 NTS S-2 E , Nliterial per AS FINI, 2005 MadLuleS in Landscape OriC'ntption i 11,, -'I -•A :>vithIn ton 6 Internnea'iate Pier;. End P:er-s 7_.-:1 `,i.j(,,il='SONFL_A PFRCE1,J',- St -CPE S CONCRETE PIERS: 12' DIAMETER BY XI -XII %X' ( MIN ), 822A POSTS RUN 3' FROM BOTTOM L LI 8'-0" A ALVIN ULLRO HOME STRUCTURAL DETAIL -ELEVATION 12E BLEDSOESOE COURT OROVILLE. CA 95966 1 DUENSING JASON D"ENSING-919i6P0 NTS S-2 E , L ' ''' 1 SPG SOLARARG 20 Leveroni Court m Navato. CA 94949 Y"•""" CA Lic. 4759086 (415)883-7657 >w�-'�•^�^I'^-^^^ D 4 CONCRETE PIERS: 12' DIAMETER BY XI -XII %X' ( MIN ), 822A POSTS RUN 3' FROM BOTTOM L LI 8'-0" A ALVIN ULLRO HOME STRUCTURAL DETAIL -ELEVATION 12E BLEDSOESOE COURT OROVILLE. CA 95966 1 DUENSING JASON D"ENSING-919i6P0 NTS S-2 E , I CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST 2 45 Levoroni Court 415.883.9850 g Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind. Analysis for Residential Ground Mounted Applications Project Name: Muller Residence !Date: 5/16/2008 Project Number: Client: SPG Solar Project Address: 122 Bledsoe Court, Oroville, 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.'" gPTEC 13,IGNEWONC SERVICES, INC. Calculation No.: AES -C76530-2) Title: SES-C-C30- Title: 3$C'W'ir1d An2h--sis f6r Solar Panel Tracker Assernbl Vit.Supports, Md .Dri7: e Nfe.cilanistn for 90 tnm l ind Sneed ,'Aade `ILC' Date 15 AUG: ent �.rr7 ISA. nChe ked G'.[_: Project %ES 076 e:is;or,yVc.: Da=urceneCentrcitJc..: hee-P4o.: D \j =''- ' of j;. DESIGN PRESSURE it _u, (Eq 6-27) For the generic case: P:=q`.C_Cf F=17.1-'-Ff n=0.1193 For the oblique wind case oG := gZ G C: O PO _ = 5.39-; p=f v� _ {i.p ' psi P1 qz G"C'_1 P1 = 22.9 4psi PJ = 0.1593 psi g.Z G C: P _ :6.951 psi' P, = Ci.11"psi 93 := qZ G.Cz,: , P; 10A. P,f P. _ O.C,727psi The design pressure is to be applied to the projected €vea. For the finite element model, the pressure was applied normal to the facie and was corrected 1;; the sine of 45 degrees, or 0-707. Worst case stresses are determined for the support poles, the torque tubes, and the alurisnum raii extensions The results sho•i�s that Case C bounds Case r. for all components of intere ,t. � f , rd t Cf CSW/Stuber-Stroeh Engineering Group, Inc. j C SW S T 3.35 45 Levoroni Court 415.883.9850 s to 2s 2.2 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: 1.675 N/A 3s to 10s 1.05 Wind Speed: 85 MPH Tilt Angle: 22 degrees Array Height: 9.33 ft (h, height of sign) Array Width: 13.17 ft Vert. Array Width: 4.93 ft (s, projected vertical dimension of sign) Array Length:. 32.25 ft (B, horizontal dimension of sign) Max. Support Spacing: 7 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 = 6.54 Clearance ratio s/h = 0.53 Case A& B Cf = 1.678 Case C Region Cf Cf Reduced 0 to s 3.35 N/A s to 2s 2.2 N/A 2s to 3s 1.675 N/A 3s to 10s 1.05 N/A For the.generic case: P = qZ*G*Cf= 16.54 psf For the oblique case: Pi = %*G*Cf, = 33.02 psf P2 = q7*G*Cf2 = 21.68 psf P3 = q7*G*Cf3 = 16.51 psf P4 = qz*G*Cf4 = 10.35 psf CSW/Stuber-Stroeh Engineering Group, Inc. S T C S W 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Ci S w I S T 2 45 Leveroni Court, Novato, CA 94949 Tel 415.883.9850 Fax 415.883.9835 CSW/Stuber-Stroeh Engineering Group, Inc. 1310 Redwood Way, Suite 200, Petaluma, CA 94954 Tel 707.795.4764 Fax 707.195.0516 JOB NO CLIENT JOB BY DATE_ SUBJECT CHK'D DATE 7V A39C �5Et2V,4T1gE,. TAKE M,q�cn"7U/�! Yo�.CVES f4l2 SE/5�'�!/C �o iStiGi 7S; eAWOR 7 Af4 641M SPEGf/C vOUUAS 214 (1,4 Cl;s) TO = ele '4r? 'V' a5b 0-3611/) (11) 1 0, 41.2 \A/ v�/EIEdKT ®F ,�pf-�t� �t•Ifs�S = l�lo%y/.�s��o•r��� 26� PSP' ==> w?Na 6110.10RIvS . .Y LX 3 -23.5lb1 \ ,N1 CIJ _r 5 -571.1 364.2 i 1358.9 Loads: LC 1, D + W Results for LC 1, O + W Reaction units are Ib and Ib -ft May 19, 2008 at 10:24 AM Generic Case Model and Reactions GenericModel.r3d Company May 19, 2008 Designer 10:24 AM Job Number : Checked By:__e� Member Section Forces LC Mamhar I ahPI Car A�;�inm cti.. rn i RISA -31D Version 7.1.1 [1... \... \... \... \... \... \... \Muller Res idence\Structural\G enericModel. r3d] Page 1 9,125' 16.12$' 6, 625 O c co 32'-3" • �o.3S P°5� /6.7 PSF 2/.G 4i FSF � 33.0 2 rbc' C S W I S T Z 45 Leveroni Court. Novato, CA 94949 Tel 415.883.9850 Fax 415.883.9835 CSW/Stuber-Stroeh Engineering Group, Inc. 1310 Redwood Way, Suite 200, Petaluma, CA 94954 Tel 707.795.4764 Fax 707.795.0516 SHEET NO. �(J JOB NO. JOB BY DATE CLIENT SUBJECT CHK'D DATE (3-6.02 + 62/.6 psc .625 - 413' = /78 P6� AT O 1n12 = �'Z/•68 tPSPY/2,625' 9.9,6'= t37.SA1F A -.T 30 v�l3 = (�d.s/ PS,F .71 - /2,625') + (ia• e 5 rsr- (/9 625' - /y-79-) � 1 1 �Lx l l rr fes. � •,.� �,;ar, -1781bift -23.51bift,' N1 N "meq 5 6 -677.9 476.8 2005.6 Loads: LC 1, D + W Results for LC 1, D + W Reaction units are Ib and Ib -ft _ May 19, 2008 at 10:26 AM Oblique Case Model and Reactions ObliqueModel.r3d Company May 19, 2008 Designer 10:26 AM Job Number : Checked By:__�__2 Member Section Forces U, Mamhar I nhPI Czar cti,, riki RISA -31D Version 7. 1.1 [\...\:..\...\...\...\...\... \Muller Residence\Structural\ObliqueModel.r3d] Page 1 ���-•• ••••�.� r...�••�••lttiu:oll�o.wt.,uraurriyw►yw�[au[�IlllLLi� RISA -31D Version 7. 1.1 [\...\:..\...\...\...\...\... \Muller Residence\Structural\ObliqueModel.r3d] Page 1 LX f 4 r- l ^\\�� :ice\; ,\. . �..'\.'�• / i • V ',\' , ; ; •\ •. •,r fir iY.:.r I -14.1lb/ft A�'•`\\�'�'�yr 178lb/ff -1758.1 -229. • r 877.9 IF 5" - _ 6 Loads: LC 2-61D - W 1 Results for LC 2-6D - W Reaction units are Ib and Ib -ft Oblique Case Uplift Model and Reactions May 19, 2008 at 10:27 AM ObliqueModel.r3d Company May 19, 2008 Designer (/� Job Number : Checked By: _ 1 Member Section Forces �© � , �-+ -- , �:. , w�cuyu�+afro'�r'.mulanrn.wwv�muiulanlLL•� �� o • . oma■e��r��� �® o � . o�es■owv� 1 RISA -31D Version 7.1.1 [\... \...\... \... \... \... \... \Muller Residence\Structural\ObliqueModel.r3d] Page 2 4. Test methods for determining the acceptance of the CLSM in the field. 5. Number and frequency of field tests required to deter- mine compliance with Item 4. SECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS 1804.1 Design. The presumptive load-bearing values provided in Table 1804.2 shall be used with the allowable stress design load combinations specified in Section 1605.3. 1804.2 Presumptive load-bearing values. The maximum allow- able foundation pressure, lateral pressure or lateral sliding -resis- tance values for supporting soils near the surface shall not exceed the values specified in Table 1804.2 unless data to substantiate the use of a higher value are submitted and approved. Presumptive load-bearing values shall apply to materials with similar physical characteristics and dispositions. Mud, organic silt, organic clays, peat or unprepared fill shall not be assumed to have a presumptive load-bearing capacity unless data to substantiate the use of such a value are submitted. Exception: A presumptive load-bearing capacity is permit- ted to be used where the building official deems the load-bearing capacity of mud, organic silt or unprepared fill is adequate for the support of lightweight and temporary structures. 1804.3 Lateral sliding resistance. The resistance of structural Walls to lateral sliding shall be calculated by combining the val- ues derived from the lateral bearing and the lateral sliding resis- tance shown in Table 1804.2 unless data to substantiate the use of higher values are submitted for approval. For clay, sandy clay, silty clay and clayey silt, in no case shall the lateral sliding resistance exceed one-half the dead load. 1804.3.1 Increases in allowable lateral sliding resistance. The resistance values derived from the table are permitted to SOILS AND FOUNDATIONS IS be increased by the tabular value for each additional foot (305 mm) of depth to a maximum of 15 times the tabular value. Isolated poles for uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 0.5 inch (12.7 mm) motion at the ground sur- face due to short-term lateral loads are permitted to be designed using lateral -bearing values equal to two times the tabular values. SECTION 1805 FOOTINGS AND FOUNDATIONS 1805.1 General. Footings and foundations shall be designed and constructed in accordance with Sections 1805.1 through 1805.9. Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material shall be placed in accordance with Section 1803.5. CLSM shall be placed in accordance with Section 1803.6. The top surface of footings shall be level. The bottom sur- face of footings is permitted to have.a slope -not exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground slopes more than one unit vertical in 10 units horizontal (10 -percent slope). 1805.2 Depth of footings. •The minimum depth of footings below the undisturbed ground surface shall be 12 inches (305 mm). Where applicable, the depth of footings shall also con- form to Sections 1805.2.1 through 1805.2.3. 1805.2.1 Frost protection. Except where otherwise pro- tected from frost, foundation walls, piers and other perma- nent supports of buildings and structures shall be protected by one or more of the following methods: 1. Extending below the frost line of the locality; 2. Constructing in accordance with ASCE 32; or TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE For SI: 1 pound per square foot = 0.0479 kPa, 1 pound per square foot per foot = 0.157 kPa/m. a. Coefficient to be multiplied by the dead load (5D ><C�/.3�K 2 - ��D �C� r,+ b. Lateral sliding resistance value to be multiplied by the contact area, as limited by Section 1804.3. c. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils -investigation. d. An increase of one-third is permitted when using the alternate load combinations in Section 1605.3.2 that include wind or earthquale loads. 2007 CALIFORNIA BUILDING CODE 129 LATERAL SLIDING ALLOWABLE FOUNDATION LATERAL BEARING Coefficient Resistance CLASS OF MATERIALS PRESSURE (psW (psf/f below natural grade)° of friction' (psf)° 1. Crystalline bedrock 12,000 1,200 0.70 — 2. Sedimentary and foliated rock 4,000 400 0.35 — 3. Sandy gravel and/or gravel (GW and GP) 3,000 200 0.35 — 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 150 0.25 — 5. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 1,500 100 — 130 For SI: 1 pound per square foot = 0.0479 kPa, 1 pound per square foot per foot = 0.157 kPa/m. a. Coefficient to be multiplied by the dead load (5D ><C�/.3�K 2 - ��D �C� r,+ b. Lateral sliding resistance value to be multiplied by the contact area, as limited by Section 1804.3. c. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils -investigation. d. An increase of one-third is permitted when using the alternate load combinations in Section 1605.3.2 that include wind or earthquale loads. 2007 CALIFORNIA BUILDING CODE 129 n Engineering Properties–Butte Area, California, Parts of Butte and Plumas Counties MULLER 112444 t Engineering'PropeRies–.Butte Area, California,. Parts of Butte and Plumas Counties Map unit symbol and soil 'name � � Depth. --LSDA.texture � � � � Classification � Fragments - Percentage passing sieve number— :Liquid Plasticity ,. limit Index Unlfied AASHTO >10 3-10 4 10 40 200 ' Inches inches In Pd Pct PCI 317—THOMPSONFLAT _ _ LOAM. 2 TO 15 PERCENT SLOPES. Thompsonflal. loam 0.2 Gravelly sandy loam, CL -ML A-4 0 0 65-100 60-100 35-95 15-75 23-34 7-15 loam, gravelly loam 2-5 Sandy clay loam, loam, GC A-6 0-10 0-25 65.100 60-100 50-95 20-80 27-46 12-27 gravelly loam, gravelly sandy loam, gravelly sandy clay loam, gravelly clay loam 5.12 Gravelly clay loam, CL A-6 0-10 0-25 75-100 70-100 50-95 25-80 27-46 12-27 gravelly sandy Gay loam, gravelly sandy loam, gravelly loam, loam, sandy clay loam 12-19 Sandy clay loam, loam, CL A-6 0-10 0-25 75-100 70-100 50-95 25-80 27-49 12-27 gravelly loam, gravelly sandy loam, gravelly sandy clay loam, gravelly clay loam 19-29 Sandy clay loam, loam, CL A-6 0.10 0-25 75.100 70-100 50-95 25-80 27-49 12-27 gravelly loam, gravelly sandy loam, gravelly sandy clay loam, gravelly clay loam. sandy clay 29-35 Clay, sandy clay, GC A-2-7 0 0-15 25-100 20-100 10-100 10-95 46-63 27-40 extremely gravelly sandy clay, very gravelly clay, gravelly clay, gravelly sandy Gay Natural Resources Web Soil Survey 2.0 5/2/2008 Conservation Service National Cooperative Soil Survey Page 4 of 9 Engineering Propenies–Butte Area. California, Parts of Butte and Plumas Counties l �- MULLER #2444 Engineering Properties– Butte Area, Califonila, Parts of Butte and Plumas Counties Mapunit symbol and soil name :Depth -;USDA"texture' Classification Fragments Percentage passing sieve number— Liquid Plasticity ..( limit index -Unified..AASHTO >10 3-10 4 10 40 200 . .inches inches InPct Pct Pct 35-43 Extremely gravelly coarse GC A-2-6 0 0-40 25-85 20-85 10-80 0-50 16-46 2-27 sandy loam, loamy sand, sandy clay loam, gravelly sandy loam. extremely gravelly • sandy clay loam 43.80 Extremely gravelly sandy GC A-2-6 0 0-00 25-85 20-85 10-80 0-50 16-46 2-27 clay loam, gravelly sandy loam, sandy Gay loam, loamy sand, extremely gravelly coarse sandy loam !! Natural Resources Web Soil Survey 2.0 5/212008 Conservation Service National Cooperative Soil Survey Page 5 of 9 Engineering Properties–Butte Area, California, Parts of Butte and Plumes Counties MULLER #2444 s <Engineernng Properties– Butte Area, California, Parts of Butte and Plumas Counties .. ., - Map unit symbol and loll name• -. .Depth + `-USDA texture Classification Fragments Percentage passing sieve number— 'Liquid Plasticity ' limit Index Unified AASHTO >10 3-10 4 10 40 200 ' - inches Inches In Pct Pct PCI .318—THOMPSONFLAT- '-- OROVILLE COMPLEX, 0 TO 9 PERCENT SLOPES Thompsonflat, fine sandy 0-3 Fine sandy loam, gravelly SC A-4 0 0 65-100 60-100` 35-95 15-75 23-34 7-15 loam sandy loam 3-7 Fine sandy loam Sc A-6 0-10 0-25 75-100 70-100 50-95 20-80 27-46 12-27 7-11 Gravelly Gay loam, Sc A-6 0-10 0-25 75-100 70-100 50-95 25-80 27-46 12-27 gravelly sandy clay loam, gravelly sandy loam, gravelly loam, loam, sandy clay loam, sandy clay it -15 Sandy clay loam, loam, SC A-7.6 0-10 0-15 75-100 70-100 50-95 25-80 27-49 12-27 gravelly loam, gravelly . sandy loam, gravelly sandy clay loam, gravelly clay loam, sandy Gay 15-22 Clay, sandy clay, Sc A-2-7 0 0-15 25-100 20-100 10-100 10-95 46-63 27-40 extremely gravelly sandy clay, very gravelly clay, gravelly clay, gravelly sandy clay 22-35 Extremely gravelly coarse GC A-2-6 0 040 25-85 20-85 10-80 0-50 16-46 2-27 sandy loam, loamy sand, sandy clay loam, gravelly sandy loam, extremely gravelly sandy clay loam Natural Resources Web Soil Survey 2.0 5/2/2006 Conservation Service National Cooperative Soil Survey Page 6 of c Engineering Properties -Butte Area, California, Parts of Butte and Plumas Counties lq MULLER #2444 ' Engineering Properties- Butte Area, Califomia, Parts of Butte and Plumas Counties - Map u`nttsymboland soil •, " 'Depth' �USDA-texture Classification ',,Fragments -' ' Percentage passingsieveoumber— Liquid' Plasticity name ;'= limit' Index Unified AASHTO >10 3-10 4 10 -40 _ 200 t - Inches inches In Pct Pct Pct 35-45 Extremely gravelly sandy GC -GM A-2-4 0 0-40 2,5-85 20-85 10-80 0-50 1646 2-27 clay loam, gravelly sandy loam, sandy clay loam, loamy sand, extremely gravelly coarse sandy loam 45-53 Extremely gravelly coarse GM A -1-a 0 040 25-85 20-85 10-80 0-50 1646 2-27 sandy loam, gravely sandy loam, sandy clay loam, loamy sand, extremely gravelly sandy clay loam 5386 Extremely gravelly sandy GP -GM A -1-a 0 0-40 25-85 20-85 10-80 0-50 1646 2-27 . clay loam, gravely sandy loam, sandy clay loam, loamy sand. extremely gravelly coarse sandy loam 115�A Natural Resources Web Soil Survey 2.0 5/2/2008 Conservation Service National Cooperative Soil Survey Page 7 of 9 -20 f Drilled Pier Depth - Nonconstrained ' 2007 California Building Code - Section 1805.7.2 F:= 878 Lateral Load, lbs No := I Number of Piers H:= 1 Height to Top of Pier, ft ignore := 1 Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 2 F Pr := Pr = 878 No dpier B :_ B= 1 Guess Value: D:= 6 A:= 1 12 Given 2.34 -Pr A _ Hr D D=A.I1+ FI +4.361 J S• •2B 2 ` A 13.51 2.2 Dpier := D + ignore Dpier = 4.5 Total Pier Depth (3.2 1 2_' i CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 C S W S T Novato,. CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: Pier Diameter: 12 inches End Pier = 5 ft Middle Pier = 5 ft Reference Table 1804.2 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 2.67 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 123.73 and CH) 517.54 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) 166.67 psf (Uplift) Solar Panel Model Name: Kyocera 200 GT Length: 56.2 inches Width: 39 inches Weight: 40:7 lbs (lbs.) 2.67 psf Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ftZ) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 123.73 330.86 517.54 5 3926.99 5235.99 2617.99 Middle Pier 187.94 502.53 470.44 5 3926.99 5235.99 2617.99 " . r P 2 B22 BEAM LOADING DATA COOPER B -Line based on simple helm Wrldiilun using an allowable d"ign stress of 25.000 psi 1172 h1Pa) in accordance with WMA. with adequate lateral bracing (see page I I for further explanation). Actual yield point of cold rolled steel is 42.000 psi. To determine concentrated load capacity at mid span. multiply uniform lurid by 0.5 and correspuntliq deflection by O.S. "Failure determined by weld sitar. Reference page 14 for general littin and slandard Finish spccilicaliuns. t 1 • t ail,�'IJ.Cs.1�1}1�11J y����J.W�'ltill! 09,, 62 B22 2610 (1 1610) 014 (.35) 2610 (11610) 2610 (11610) 12 (305) B22A 2610* (116 0) .002 (.05) 2610* (11610) 2610* (11610) B22X 5790* (25755) .001 (.02) 5790* (25755) 5790* (25755) B22 2269 (10093) .031 (.79) 2269 (10093) 2269 (10093) 18 (457) B22A 2610* (11610) .007 (.18) 2610* (11610) 2610* (11610) B22X 5790* (25755) .003 (.07) .5790* (25755) 5790* (25755) B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609? B22A 2610* 116 10) .017 (.43) 2610* (11610) 2610* (11610) B22X 5790* (25755) .008 (20) 5790* (25755) 5790* (25755) B22 1361 (6054) .087 (2.21) 1361 (6054) 1294 (5756) 30 (762) B22A 2610* (11610) .033 (.84) 2610* (11610) 2610* (11610) B22X 5790* 25755 .017 .73) 5790* (25755) 5790* (25755) B22 1135 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (9141 B22A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790* (25755) .029 1 (.73) 5790* (25755) 5790* (25755) B22 972 (4323) .172 (4.37) 972 (4323) 660 ('2936) 42 (1067) B22A 2610* (11610) .091 (2.31) 2610* (11610) 2610* (11610) B22X 5790" (25755) .046 (1.17) 5790* (25755) 5790* (25755) B22 851 (3785) .224 t5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* (25755) 1 .068 (1.73) 5790* (25755) 5790* (25755) B22 756 (3363) .284 (7.21) 599 (26(A) 399 (1775) 54 (1371) B22A 2138 (9510) .158 (4.01) 2138 (9510) 2024 (9003) B22X 5790* (25755) .097 1 (2.46) 5790* (25755) 5790* (25755) B22 681 (3029) .351 (8.91) 485 (2157) 323 (1437) 60 0524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 t251 10) .130 (3.30) 5645 125110) 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) 1 .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 (4.77) 1 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 (17935) .255 (6.48) 4032 (17935) 3682 (16378) 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) 1 3763 (16738) 3207 (14265) . B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2433) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 1 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 (9.57) 3320 (14768) 2497 (11107) B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) j B22A 1069 (4755) 633 (16.08) 759 (3 376) 506 (2251) B22X 3136 (13949) .422 (10.72) 3136 (13949) 2227 (9906) B22 358 (1592) 1.266 (32.15) 134 (596) 90 (400) 114 (2895) B22A 1013 (4506) .706 (17.93) 68.1 (3029) 454 (2019) B22X 2971 (13215) .471 (11.96) 2971 (13215) 1999 (8892) B22 340 (1512) 1.403 (35.63) 1 121 (538) 81 (360) 120 13048) B22A 962 (4279) .782 119.86) 615 12735) 410 11824) B22X 2822 112553) .521 113.23) 2706 112037) 1 1804 18024) based on simple helm Wrldiilun using an allowable d"ign stress of 25.000 psi 1172 h1Pa) in accordance with WMA. with adequate lateral bracing (see page I I for further explanation). Actual yield point of cold rolled steel is 42.000 psi. To determine concentrated load capacity at mid span. multiply uniform lurid by 0.5 and correspuntliq deflection by O.S. "Failure determined by weld sitar. Reference page 14 for general littin and slandard Finish spccilicaliuns. a ".. • B22 COLUMN LOADING DATA . r —.1 C5:� �� COOPER B -Line •where (he slenderness ratio KL exceeds 200, and K = end fixity factor, L = actual length and r = radius n( evration. r ` Reference page 14 for general fitting and slandard finish specifications. 23 ���71',,I,�,� ^ 1 too 1. 1 1 • 1 ., q. 1 1 7 i _ 111 1 1/.11(tq (y� ��y�(1y�pF'.�(��•I{1 V /\�7I IKyii^"Cli�.4}77.1' 1 1 1 , � w �p� j%��M, C,ii/ M ��^,,''����'�� 21 liiim `(iii/ .:�M © {�•����6[:�i.'�r.�i7 (�•��y �j3� �[��[ ��''���[M `el W [SAT W �/ B22 10454 (46502) 4276 (19120) 10598 (47142) 10222 (45470) 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (.31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 (208835) 18975 (84405) 47061 (209333) 46761 (208003) 46531 (206980) B22 9950 (44260) 4153 (18473) 10253 (45607) 9481 (42173) 8955 (39834) 18 (457) B22A 21433 (95339) 6959 (30955) 21551 (95863) 21239 (94476) 21.001 (93417) B22X 46531 (206980) 18859 (83899) 46787 (208119) 46110 (205107) 45593 (202808) B22 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 24 (6091 B22A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X 45947 1 (204382) 18693 (84440) 46401 (206402) 45198 (201051) 44282 (196976) B22 8582 (38174) 3802 (16912) 9268 (41226) 7601 (33811) 6595 (29336) 30 (762) B229 - 20819(92607) 6821 (30341) 21145 (94057) 20279 (90205) 19619 (87269) B22X 45198 (201051) 18485 (82225) 45906 (204200) 44026 (195837) 42593 (189463) B22 7801 (34700) 3589 (15964) 8676 (38593) 6595 (28336) 5392 (23985) 36 (914) B22A 20397 (90730) 6728 (29927) 20866 (92816) 19619 (87269) 18669 (83044) B22X 44282 (196976) 18233 (81104) 1 45300 (201504) 42593 (189463) 40530 (1 80286) B22 6998 (31128) 3360 (14946) 8048 (35799) 5595 (24888) 4444 (19768) 42 (1067) B22A 19898 (88511) 6620 (29447) 20537 (91353) 18840 (83804) 17546 (78048) B22X 43198 (192154) 17940 (79801) 44586 (198328) 40901 (181937) 38092 (169441) B22 6193 (27548) 3118 (13369) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 (186594) 17604 (78306) 43761 1 (194568) 38948 (173254) 35281 (156938) B22 5392 (23985) 2864 (12740) 6746 (30008) 4090 (18193) 3310 (14723) 54 (1371) B22A 18669 (83044) 6263 (27859) 19276 (87745) 16920 (75264) 14782 (65753) B22X 40530 (180286) 1.6973 (75499) 42825 (190495) 36733 (163396) 32092 (142752) B22 4718(20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601). 15781 (70197) 13.141 (58454) B22X 38948 (173249) 14471 (64370) 41779 1185842) 34260 (152396) 28529 (126903) B22. 4202 (18691) 2434 (10827) 5441 (24203) 3242 (14421) 2634 (11716) 66 (1676) B22A 17134 (76216) 4587 (20404) 18712 (83235) 14521 (64592) 11328 (50389) B22X 37198 (165465) 12431 (55296) 40624 (180704) 131525 (140230) 124593 (109395) B22 3791 (16863) 2264 (10071) 4869 (21658) 2936(13060) 2381 (10591) 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 120676 (42365) B22X 35281 (1 56938) 10753 1 (47832) 39358 (175073) 28529 (126903) (91971) B22 3456 (15373) 2116 (9412) 4412 (19625) 2680 (11921) 2166 (9635) 7$ (1931) B22A 15291 (68018) 3456 (15373) 17496 (77826) 11642 (51786) 8115 (36097) B22X 33197 (147667) 9366 (41662) 37984 (168961) 25275 (112429) 17617 (78364) B22 3176 (14127) 1984 (3325) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 (137659) 8206 (36502) 36499 (162355) 21875 (97305) 15192 (67577) B22 2936 (13060) 1867 (8305) 3724 (16565) 2270 (10097) 1816 (8078) 90, (228 0) B22A 1.31.41 (58454) 2667 (11863) 16077 (71514) 8778 (39046) 6096 (27116) 11 B22X. 28529 (126903) 7227 1 (32147) 34903 (155256) 19057 (84770) 13234 (58868) B22 2728 (16583) 1761 (7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68015) 7715 (34318) 5357 (23829) B22X 25945 (115409) 6393 (28437) 33197 (147667) 16749 (74503) 11630 (51733) B22 2545 (11 321) 1664 (7402) 3225 (14345) 1951 (8678) 1542** (6343) 102. (2591) B22A 10678 (47498) 2093 (9310) 14455 (64299) 6834 (30399) 4746 (21111) B22X 23182 1 (103118) 5672 (25230) 31382 (139594) 14836 (65994) 10303 (45830) B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426°1* (68599) 108 (2743) B22A 9524 (42365) 1867 (5305) 13568 (60353) 6096 (27116) 4233 (18829) B22X 20676 (91971) 5059 (22503) 29456 (131027) 13234 (58868) 9190 (40879) B22 2234 1 (9937) 1494 1 (6645) 2842 (12642) 1694 (7535) 1322"'1 (5880) B22A 8548 1 (38023) 1675 (7451) 114. (.2895) 12630 (56181) 5471 (24336) 3799** (16899) B22X 18558 (82550) 4539 (20190) 27420 (121970) 11877 (52831) 8247 (36684) B22 2101 (9346) 1418 16307) 2680 (11921 i 1583** (7041) 1228*" (5462) 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 151786) 4937 121961) 3429"^° (15253) B22X I(i749 (74503) 4097 1152241 25275 ( 1124 29) 10718 (47676) 7444 (33112) •where (he slenderness ratio KL exceeds 200, and K = end fixity factor, L = actual length and r = radius n( evration. r ` Reference page 14 for general fitting and slandard finish specifications. 23 KD205GX=LP HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE �J LISTED HIGHLIGHTS OF THE NEW VALUE FRONTIER 19i<yoCERa KYOCERA PHOTOVOLTAIC MODULES mm®®�1 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 er These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection - from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD205GX-LP is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems, • etc. V QUALIFICATIONS �® • MODULE: UL1703 listed • FACTORY: IS09001 a °d SO 1��"4001A QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • Electrical isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test • Light and water -exposure test • Field exposure test LIMITED WARRANTY X 1 year limited warranty on material and workmanship -X-20 years limited warranty on power output: For detail, please refer to "category IV' in Warranty issued by Kyocera (Long term output warranty shall warrant if PV Module(s) exhibits power output of less than 90% of the original minimum rated power specified at the time of sale within 10 years and less than 80% within 20 years after the date of sale to the Customer. The power output values shall be those measured under Kyocera's standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various cell temperatures M MMMOM mmalam mmmm mm��11� MMMINIM MMM111M mmmallm MMMIKE Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various irradiance levels MMMM mmmlm MMM1M mmmim MEMIIM MMMAM '1 i t 0802 SPECIFICATIONS 1 KD205GZ'LP- ■ Physical Specifications Unit: mm(in.) 990 (39.Oin.) 36 OA It.) 946 (37.2in.) 22(0.9in.) 22(0.9in.) w C 0p O I m N C m QC6 QQ O of - p M t2 H ti 36 (1.4in. ) ■ Specifications —1.20x10-1 VC 10 Electrical Performance under Standard Test Conditions CSTC) Maximum Power (Pmax) 205W (+5%/-5%) Maximum Power Voltage (vmpp) 26.6V Maximum Power Current (Impp) 7.71 A Open Circuit Voltage (voc) 33.2V Short Circuit Current (Isc) 8.36A Max System Voltage 600V Temperature Coefficient of Voc —1.20x10-1 VC Temperature Coefficient of Isc 5.02x10-3 A/*C 'STC: Irradiance I000W/m', AM1.5 spectrum, cell temperture 25C IN Electrical Performance at 800W/m2,•NOCT, All 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 0sc) 6.82A 'NOCT (Nominal Opereting Cell Tempereture) : 49'C 19 icyoCERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushimi-ku, Kyoto 612-8501, Japan _ TEL:(8 1 )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/ • 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 htlp://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 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz-Muller-Strasse 107, 73730 Esslingen Germany TEL:(49)711-93934-999 FAX: (49)711-93934-950 http://www.kyocerasolar.de/ solar 0 kyocera. de I■ Cells Number per Module 54 10 Module Characteristics j Length x Width x Depth 1500mm(59.iin)x990mm(39.Oin)x36mm(1.4in) Weight 18.5kg(40.8lbs.) Cable(+)760mm(29.9in),(-)1840mm(72.4in) 10 Junction Box Characteristics I Length x Width -x Depth 100mm(3.9in)x108mm(4.3in)xl5mm(0.6in) IP Code IP65 (■ Others 'Operating Temperature —401C -901C Maximum Fuse 15A "This temperature is based on cell temperature *K , Please contact our office for further information • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 - TEL:(65)6271-0500 FAX:(65)6271-0600 • Kyocera Asia Pacific Ltd. Room 801-802, Tower 1, South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2723-7183 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, Jian 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 #406, 1376-1, Seocho-2Dong, Seocho-Ku, Seoul, 137.072, Korea TEL:(82)2-3463-3538 FAX:(82)2-3463.3539 http://www.kyocera.co.kr/ Kyocera reserves the right to modify these specifications without notice LIE/110B0711-SAGM . t SB 5 000 U S/ SB 6000 U S/ SB 7000 U S > 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 I r El 3U 'E COUNTY 3UILDINv 0MS101` AP PROVED � W4,1j' 'M F 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 ompatible 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 �L us Technical Data Sunny Boy 5000 / 6000 / 7000 SB 5000US SB 6000U5�' SB 7000US Max. Recommended Array Input Power (DC @ STC) 6250 W 7500 W 875-O—W _ Max. DC Voltage 600 V 600 V 600 V Peak Power Tracking Voltage 250 - 480 V 250 - 480 V 250 - 480 V DC Max. Input Current 21 A 25A 30A DC Voltage Ripple < 5% <5% <5% Number of Fused String Inputs 4 4 4 PV Start Voltage 300 V 300 V 300 V Uutout Data IACI AC Nominal Power 96.8% 6000 W 7000 W AC Maximum Ou ut Power 95.5 % @ 208 V 6000 W 7000 W AC Maximum Ou ut Current @ 208 240, 277 V 18 A r244- 29 A 25 A, 21.6 A 34 A 29 A 25.3 A AC Nominal Voltage/Range 208V 240 V 277 V 183 - 229V@208V 211 - 264 V @ 240 V 244-305V@2 V 183 - 229V@208V 211 - 264 V @ 240 V 244 - 305 V @ 277V AC Fre uen Range 60Ftz/59.3Hz-60.5Hz 60Hz/59.3Hz-60.5Hz 60Hz/59.3Ftz-60.5Hz Power Factor 1 1 1 Eflieian" Peak Inverter Efficienty 96.8% 970% 971% CEC weighted Efficiency 95.5 % @ 208 V 95.5 % @ 208 V 95.5 % @ 208 V Ambient temperature rana 95.5 % @ 240 V 95.5 % @ 240 V 96.0 % @ 240 V Power Consumption: stand!nighttime 95.5 % @ 277 V 96.0 % @ 277 V 96.0 % @ 277 V Mechanical Data Dimensions W x H x D in inches 18A x24.1 x9S 18,4 x24.1 x9S 18x1 x24.1 x9S Weight/ Shipping Weight 143 lbs / 154 Ills 143 lbs / 154 lbs 143 lbs / 154 lbs Ambient temperature rana -13 to+113 °F -13 to+113 °F -13to+113 °F Power Consumption: stand!nighttime < 7 W / 0.25.W <7W/0.25W <7W/0.25W Topology PWM, true sinewave, current source PWM, true sinewave, current source PWM, true sinewave, current source Cooling Concept Convection with reulated fan cooling Convection with regulated fan cooling Convection with regulated fan cooling Mounting Location Indoor / Outdoor (NEMA 3R) — Urv' 250 V .. Un' 310 V DC -`--,_ —__—' IO/A Features LCD DisEloy 0 0 -O Lid Color: aluminum red blue / yellow •0 O�O/A-0,/_0,/-0Communication: RS485 Wireless �O O/_O A/ Warran : 10- ear Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Port 15 A & B Specifications for nominal conditions • Included O Option - Not available Efficiency 96 94 M 2-.—�. 9 90 Curves _ s o�yr�r. R"x• jam., — Urv' 250 V .. Un' 310 V DC -`--,_ —__—' ,000 2000 3000 4000 5000 P, Iwl 6000 7000 www.sma-america.com Phone 530-273-4895 Toll Free 888,4SMAUSA SMA America, Inc. '�.�. ;�: fel► • :: w "CHANNEL NUTS & HARDWARE COOPER wp Cx V ro_cmcz�nseaaaxm�>x:aw•.urs�xvav:.:r::.,..�:: � a ...:......... . A 4 RESISTANCE TO SLIP a -With Safety Factor of 3 •`:en .e :z Resistance to Slip of Channel Nut Reference page 44 for general fitting and standard finish specifications. CHANNEL NUTS & HARDWARE COOPER B -Line PULL-OUT STRENGTH -With Safety Factor of 3 -Maximum pullout strength for B I 1 & B 12 channels is limited to 1500 lbs. (6670 N). Pull -Out Strength of Channel Nut 4 F c� Reference page 44 for general fitting and standard finish specifications. 51 118-32POMPN221, N221 WO,N521 200 840 200 890 N721,TN221 #10-24 N222, N222WO N522 250 1110 250 ' :.1110... 250 :'1110 ,N722, TN222 #10-32 N227, N227WO, N527 250 1110 ' 250 1110 250 1110 N727, TN227 1/4" 20 FN224, N224,N224W0, N524, N724, 450 2000 :450 •,2000 TN224, BFN-6, BMS -C BMT 6 ..2000.:: .`..-.'450.,': :. N2231 N223WO, N523, N723, TN723 BFN-8, BMS -8, BMT 8 750 3330 750 3330 750 3336 3/8"-16 FN228, N228, N228WO, N528, '1000 N728, TN228, BFN-10, BMS -10, BMT -10 1100 4890 ]000 4450 :: .. ' :., 4450 7/16"-14 N226, N226WO, N526 1500 6670 1200 5340 1000 4450 N726, TN226 - :: N225,.N225W0, N725, TN225, . '1400.':' 1/2"-13 BMS-D42,'BMTD-12 20M 8900 ... ... 6230. '. .1000. `.. .4450 1500 6670 1400 ` '..:6230 1000. 4450 N525, N525WO, TN525, BMS -12, BMT -12 s/8" 11 N255, N255WO, N755, TN255 2000 8900 1400 6230 1000 4450 1500 6670 1400 6230 1000 4450 N555, N555WO 3/4" 40 N275, N275WO, N775 2000 8900 1400 ' 6230 1000 4450 1500 6670 1400 6230 1000 4450 N575, N57SWO 7/8"-9 N278, N278WO, N778 1500 6670 1400 6230 1000 4450 Pull -Out Strength of Channel Nut 4 F c� Reference page 44 for general fitting and standard finish specifications. 51 9 CHANNEL SELECTION CHART for Channels, Materials and Hole Patterns 10 COOPER B -Line The selection has been prepared to provide a reference for available channel, materials and hole patterns. Material types available for various hole patterns are defined by numbers j Ihru A. Some stainless steel channels with hole patterns are available on special order only. *Metric equivalent for thicknesses shown in chart. **j - Steel 12 Ga. = 2.6 mm 18 Ga. = 1.2 mm 3 - Aluminum 14 Ga. = 1.9 mm .105 = 2.6 min 3 - Type 304 Stainless Steel 16 Ga. = 1.5 mm .080 = 2.0 mm 4 - Type 316 Stainless Steel Properties may vary due to commercial tolerances of the material. t BK style channel available in four (4) channel sires and one (1) hole pattern only. (Example BK221i 112) Reference page 14 for general fitting and standard finish specifications. 4. '. a 15 Channel Part Numbering Example: 20 Channel Type Hole Patterns Material/Finish Length B11 SH (pg. 40) GRN 120 B12 S (pg. 40) GALV 240 B22 t 14178 (pg. 40) 14DG B24 t TH (pg. 41) YZN B26 K06 (pg. 41) SS4 B32 SHA (pg. 41) SS6 B42 S58 (pg. 42) AL B52 t M (pg. 42) B54 t H25 (pg. 43) B56 li112 t (pg. 42) B62 • Leave blank for no hole pattern B72 E7016 t BK style channel available in four (4) channel sires and one (1) hole pattern only. (Example BK221i 112) Reference page 14 for general fitting and standard finish specifications. 4. '. a 15 tZ B22 CHANNEL B22 -Thickness: 12 Gauge (2.6 mm) -Standard lengths: 10' (3.05 m) & 20' (6.09 m) -Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) SECTION PROPERTIES 00 COOPER B -Line 15/8" 3/8,. (41.3) 3/81. (9.5) 7/8 (9.5) (22.2) 9/32" Y - (7.1) 15/8" X X (41.3) 7252 (18.4) 1 13/16" (20.6) B22 1.910 (2.84) 562 (3.G2) .1912 (7.96) .2125 (3.48) .583 (1.48) .2399 (9.99) .2953 (4.84) .653 0.6G) B22A 3.820 (5.69) ).124 (7.25) .9732 (4 51) .5989 (9.81) 931 (2.36) 4798 (19.97} .5905 (9.68) 653 (1.66) B22X 6.649 (9.89) 1.956 (12.62) 4.1484 (172.67) 1.7019 (27.89) 1.456 (3.70) 1.1023 (45.88) 1.2027 (19.71) .751 (1.91) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold -Formed Steel Design Namial. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) 20 Reference page 14 for general fitting and standard finish specifications. Y 15/8" (41.3) 31/4„ x A Y 13/16" (20.6) (41.3) Jz CL. .2 rL `'C N oC .D 22 B22 BEAM LOADING DATA coo 0 B- Line Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MDMA, with adequate lateral bracing (see page I 1 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply tmiforrn load by 0.5 and corresponding deflection by 0.8. *failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. B22 2 10 (11610) 14 61 2610 (11610) 12 (305) B22A 2610* (11610) .002 10* 2610' (11610) 77)':7(2575i�) B22X 5790• (25755 .001 90* 5790' 5755) 2269.?,.: :(10093)::: ''.031 .:. :69.::: ?:2269.; :(10093) ' :`:(457).::.. B22A .. 2610* :; :k(1161o).: .�:n07::, ':10':':210'::B22X 5790* '( 25755 :003 .. 90* ,5790* ' ` 25755 B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A 2610• (11610) .017 (.43) 26100 (11610) 2610* (11610) B22X 5790• 25755 .008 .20 5790• 25735 5790* (25755 :822 :.1361 ';.L (605a). ;. :•:087,' :.: z2t)7294 B22A :. ': 2610!• :(11610) ;: 033.:'. •°''(,84) .'.. '2610' :.'. (11410) .'.: ::2610•. `.: .(11610) .: -B22X 5790* 25755 017 73 -5790' 5765 5790* ' "(257551' B22 1135 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610• (11610) 2610* (11610) B22X 5790• (25755) .029 (.73) 5790• (25755) 5790' 25755) :..: B22 :::. '; :., 972 -:.'-]..;'(4.323)..:' :.:172 :-.' (4.37) .; .:972 '. .':(4323) : '; ,660.:': `. ':''(2936) :42 . '; ' :(1067).- : •:B2ZA :.:: ' : :2610!:::': '(11.610):? ;:091 :::(2.31) ; .2610'. •: `(11610) :: .'361.0.';:•: :'(11610)::; " B22X 5790• ' ` ':(257551: " '`.046 5790* ` 25755 5790• ' 25755 B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790• 25755 .068 173 57900(25755L__5790* 25755 :.. B22 756 . , .:.:.(3363)f7.21) : ; ::599 (2664) :..: ; :399 :.(1775) 54.::... .,' ::-'.:-B22A 2138 '.'::(951.0) ,: •;:158.:` •'(4.01) ;: •:2138 ..(9510) :.' '.2024 ', ,:(9003):.: B22X '5790- 25755 :097 2.46 5790* ' 25755 5790• 755 ' 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) :;3401 66 ' •. :.'()676).• B22A ..'.:: 1749 ', :. (7786).. .' .:.236..: . (5.49).: •.:1749: '.(7980) . `.: ,` 1355 `' ': .:(6027) ` 1822X ' ' -5132 ' 2828 :158 '44.01) 5132 22828 5132 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 4.77 4704 (20924) 4704 20924 BZZ '524 :. :.(2331). ::593.'; .(15.06) : 287. (1276) ',.: :''; :.:•:(849).. 78 (1981) ,: $22A : :'..':1480 ..: :.'(6383) ; : X330 ... ::(8,36) .: 1455: (6472) .: .:.191 `990::: :.(4315) B22X 4342 19314 '`.220 'ms "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 17935 .255 6.46 4032 (17935) 3682 16378 :.:. , ::::B22 :: ..:.:. :454 :':: '?.(2019)' ' :.7$9 :: (20,04)..' 216.::: (961) ::144. 90.:.. :: : C228¢) :B22A :. ..1283 :. :,:(57oa :, ;:440 ':':..(tl.t7).. ::1093 (4862) `:: ::729 ::: ::(3243) .. ' B22X 3763 ' 16738 ':293 7.44 •3763 16738 3207 14263 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 ::.•.; : X2591) ,'; ::'B22A .::.. :1132 ;' ..'(3035):; .;.5.65 ...: .:(14,33), ::851 '.: (3785).: _ 567 :::: .:(2522) •.: 7322X 3320 ':14768 177 '(9.57)3320 , 14768 2497 11107 822 378 (1681) 1.136 (2&85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 13949 .422 (10.72) 3136 13949) 2227 9906 :. :B22 :.358: ;;(1592) :`. 1.266..: :(3215) ;. :::134 .".. ..(596) ,::: :: 90.' .; : ;(400) :. :114.:;.. :(2895).. •':222A .;.":•: .1013 ; -.:'(4506); . .:706.,.: (17.93) ;:681.'';' (3029)54 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 psi (172 MPa) in accordance with MDMA, with adequate lateral bracing (see page I 1 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply tmiforrn load by 0.5 and corresponding deflection by 0.8. *failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. B22 COLUMN LOADING DATAcoo � e -Line Where the slenderness ratio KL exceeds 200, and K - end fixity factor, L = actual length and r = radius of gyration. I 9 r . Reference page 14 for general fitting and standard finish specifications. 23 I B22 10454 (46502) 4276 (19120) 10598 (47142) 10222 (45470) 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 208835 18975 (84405) 47061 (209338) 46761 208003 46531206980 B22 .: , 9950.: :(44260) .: 4153 (18473)...: 10253. •.(45607) : 9481:: .:(42173):: .8955 (39834) (457) , , ":1122A ." '2)433. :,(95339) 6959: (30955) 21551., ','(95863) 21239..:(94476) :. 21001 :,..B22X :' 46531 206980 18859 83899 46787 208119 46110 205107) 45593 _(93417) (202808 822 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 24 (609) B22A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X 45947 (204382) 18693 84440) 46401 (206402) 45198 (201051) 44282 196976) .8.582: :.(38174) .. 3802. (16912) 9268 : (41226) 7601 .' ; (33811) :' .6595. ;(29336) 30 .:, C16?).: 'B22A `:.:: 20819.: :.(92607) :: 6821. (3034.)) 21145. (94057).. 20279X90205) : 19619 :(87269) B22X 45198 201051 18485 82225 45906 '(204200) 44026 '(1'95837) 42593 189463 B22 7801 (34700) 3589 (1 s964) 8676 (38593) 6595 (28336) 5392 (23985) 36 (914) B22A 20397 (90730) 6728 (29927) 20866 (92816) 19619 (87269) 18669 (83044) B22X 44282 (196976) 18233 81104 45300 (201504) 42593 189463 40530 180286 B22 .: .:.. .6998. ;(31128) . 3360 ' '(14946) :8048 (35799) . .5595: ;'(24888} ; :: 4444. (19768) 42 : • '(1067) , , B22A ':.; :19898. , , .(88511) . :.6.620. _(29447) .: 20537. ,(91353) .` 18840 "x3804) .: 17546 :(78048) B22X 43)98 192154 ' 17940 (79801) 44586 (198328 40901 (181937) ' 38092 169441 B22 6193 (27548) 3118 (13869) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 186594 17604 78306 43761 (194565) 38948 173254 35281 156938) 1322.: :53,92 `'(23985) + 2864. .(12740) 6746. ;:(30008): 4090: ::(18193)... 3310 (14723} 54 .." . .(1371) .::B22A :18669: .(83044) : 6263 (27859) . ]9276 :(87745) 16920•. (75264).: 14782 ;(65753) B22X 40530 (180286 16973 75499 42825 (190495 36733 163396)" 32092 (142752)' B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) B22X 38948 (173249) 14471 (64370) 41779 1 (185842) 34260 152396) 28529 126903 " 222..:.: :42 2 :. :(1869)) : 2434- :(19827) '5.441. .(24203) : 3242. ..(14421) :: 2634 (11716) :.66 . (1676) . ' B22A : ' ':17134. '(76216) 4587 .(20404)..:. 18712 ;.(83235).: 14521. : (64392) 11328. •.(50389) B22X 37198 (165465)'12431 (55296) 40624 180704 31525 140230 24593 (109395 B22 3791 (16863) 2264 (10071) 4869 (21658) 2936 (13060) 2381 (10591) 72 (1829) 822A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) B22X 35281 (156938) 10753 (47832) 39358 (175073) 28529 (126903) 20676 (91971) .: B22 '`.', •:•3456 .:: (15373) .; 2116: (9412) . .4412 .. •.(19625) : 2680.: ;.(11921).: 7,166. .-.(9035) 78 •. (1981) .: B22A .:: :15291. .(68018) :; 3456. (15373) . 17496 (77826) ; 11642. ';(51786) '; 8115 (36097) 'B22X "' 33197 147667 9366 41662 37984 168961 25275 (112429 17617 78364 22 3176 (14127) 1984 (8825) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 137659) 8206 (36502) 36499 162355) 21875 (97305) 15192 (67577 •B22 ' ; ':2936:' +(13060);' 1867.; (8305):. 3724 (165.65).: 2270.: ':(10097),1 18 :(8078): 9. •:. (2286) .: .' B22A .`,; :13141 :. :•(584$4).; 2667 ;(11863):; 16077 :(71514) ; 8778, (39046):: 6096. .(27116) `B22X 28529 126903 •7227 32147 34903 155256 19057. 84770 13234 58868 B22 2728 (16583) 1761 (7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357 (23829) B22X 25945 (115409) 6393 28437) 33197 (147667) 16749 (74503) 11630 (51733) : B22 :: `: • ..2545.°. (11321):,. 1664.. (7401)::.: 3225 (14345), 1951 ;�% ::(8678) ;:. 1542'. '":(6343) •102 ..: (2591) . :. B22A 10678.:'(47498).' 2093.:. :(931,0) ' : 14455 :(64299) ; :6834 (30399),; 4,746• :,(21111) B22X 23182 '(103118) 5672 25230 31382 139594, 14836 (65994) 10303 (45830 B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426`0 (68599) 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 (60353) 6096 (27116) 4233 (18829) B22X 20676 91971 5059 22503 29456 131027 13234 58868 9190 40879 B22 :..2234:. .:(9937).:. 1494 "(6645} :. 2842 (12642) 1694." . (7535)::: 1322•' ::,(5880) .`(2895) ..; ;:B22A ;.: "B22X 8.548..: (38023) .: '1675. .'(7451) .:.12630.. ':.(56181). 5471 '. (24336) 3799' . .(16899) 18558 82550 4539 20190 27420 121970 11877 -52831 8247 36684 B22 2101 (9346) 1418 (6307) 2680 (11921) 1583•• (7041) 1228'• (5462) 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 (51786) 4937 (2196 1) 3429"' (15253) B22X 16749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 (33112) Where the slenderness ratio KL exceeds 200, and K - end fixity factor, L = actual length and r = radius of gyration. I 9 r . Reference page 14 for general fitting and standard finish specifications. 23 M. A A CHANNEL HOLE PATTERNS BUSH THRU B56SH SH TYPE CHANNEL -For beam loads use 901/6 of Channel Loading Chart MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart BIIS 12 Ga. (2.6) 31/4" (92.5) 2.97 .42) B12S 12 Ga. (2.6) 27/16" (61.9) 2.39 .35) It 2. 'Q.;6)) ' . S.". ..7 .71) 824SH 14 Ga. (1.9) 15/8" .. . . . . . . 1.1) 1.34 �1,96) B26SH 16 Ga. (1.5) 15/8" (41.3) 1.07 (1.59) B32SH 12 Ga. (2.6) 13/8" (34.9) 1.62 (2AI) B42S. ' (25. .(2 1.33 (1.9 B528H 12Ga. (2.6) '13/16".--: 12* 0. 6`1 A-19 (1771 B54SH 14 Ga. (1.9) 13/16" (20.6) .91 91(1.35) (1.35) B56SH 16 Ga. (1.5) 13/161, (20.6) 1_ .80 (1.19) MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart BlIH1718 THRU B56HI7/8 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart BIIS 12 Ga. 12 Ga. G (2.6) 3114" 74 (92.5) 2.94 (4. 37) B12S 12 Ga. (2.6) 27/16" (61.9) 2.36 (3.si) It 2. 'Q.;6)) ' . S.". ..7 t2' .60) B24S I Ga . i4' Ga. � "i" ( .9) 1 1 Yal! 5/8 . :.(41.3) .3.32 �1,96) B26S 16 Ga. (.5) 15/8" (41.3) 1.06 (1.59) B32S 12 Ga. (2.6) 13/8" (34.9) 1.59 (2.36) B42S. 12 Qa..' (25. :�1.3 - 9 1.33 (1.9 B52S 12 Ga. (2.6) IVIV (20.6). 'A. 16 (1.72) B54S 14 Ga. (1.9) 13/1e, (20.6) .89 (1.32) B56S 16 Ga. (1.5) 131I6' (20.6) 1 .79 (1.17) BlIH1718 THRU B56HI7/8 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart 40 Reference page 14 for general fitting and standard finish specifications. 2" (50.8) TYR z FMen , PAAI 0 COOPER B -Line 9/16" X 11/8" SLOTS (14.3) (28.6) 17 i 12 G:. (2.6) 31/4" 3.00 12G . (2.6) 27/16" 2.42 `:1.85.,::1 B24H17/8.-.'. 14 Ga'. ' -�1.9): :1 . le!:: 5/s'! :: 1.3 B26H 17/8 )6 Ga. (1.5) 15/8" (41.3) 1.09 (1-62) B32HI7/8 12 Ga. (2.6) 13/g,, (34.9) 1.65 (2.45) B42l#7M.-..: 12 Ga. (2 -6) (25. :�1.3 - 9 07). _T2._ B52HI718 12Ga. ]-(2.'�) po. 1.22 Ii.it) [B54HI7/8 14 Ga. (1.9) 13/161, (20.6) .93 (1.38) 1 B56H 17/8 16 Ga. (1.5) 13/16" (20.6) .82 (1.22) 40 Reference page 14 for general fitting and standard finish specifications. 2" (50.8) TYR z FMen , PAAI 0 COOPER B -Line 9/16" X 11/8" SLOTS (14.3) (28.6) 17 i 900 ANGLE FITTINGS B496 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 85 Lbs. (38.5 kg) (60.3) 67/8" (174.6) 19/16" x 29/16' SLOT (14.3) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 68 Lbs. (30.8 kg) 31/2" (88.9) 13/32„ p I \ 9/16" x 29/16" SLOT' (14.3) (65.1) ® 41/8'• (104.8) �J I B1.13 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -WIJC 256 Lbs. (116.1 kg) 9/16" x 11/2" SLar.(2) (14.3) (38.1) � 6" (152.4) 33/4" (95.2) B496-1 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG -Wt./C 58 Lbs. (26.3 kg) / i 23/8" �................. (60.3) 1 47/8" (123.8) 9/16" x 29/16" SLOT (14.3) (65.1) 17/8„ (47.6) 00 COOPER B -Line B371-2 THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 61 Lbs. (27.6 kg) 15/16" (33.3) 9/16" x 11/2" SLOT t� (14.3) (38.1) ��i� 25/8'• (66.7) 37/8„ (98A) B461 B112 TWO HOLE ADJUSTABLE FOUR HOLE ADJUSTABLE CORNER ANGLE CORNER ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN -Wt./C 87 Lbs. (39.4 kg) -Wt./C 180 Lbs. (81.6 kg) 21/4" 31/2" (57.1) (88.9) 9/16' x 11/2" SLOT -(2) (14.3) (38.1) ....,.._,133/4" (12.7} 31/2" . 4" j (95.2) (101.6) 9/16" x 29/16" SLO'r � I 65/8„ (168.3) B109S TWO HOLE TAPPED CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 33 Lbs. (14.9 kg) ,.._5/16"-18 TAPPED ,(47.6) ® i ..�15/s.. (41.3) B521 TWO HOLE BUS DUCT ANGLE -Standard finishes: ZN, GRN -Wt./C 37 Lbs. (16.8 kg) 1 /2' (12.7)t - j(47.6) 2" (50.8) Reference page 58 for general fitting and standard finish specifications. 67 ANGULAR FITTINGS B147 -B152 TWO HOLE OPEN ANGLE -Standard finishes: ZN. GRN B243 -B253 FOUR HOLE OPEN ANGLE -Standaal finishes: ZN, GRN 11 G m B162 -B165 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN 0/I6"� �� . A (27.0) •..�/ ,� %Part 0 cA li'.../C 01, F B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 -WtJC 58 Lbs. (26.3 kg) i� 11/16" T70) (27.0) ��458.7) 35/16" COOPER00 B-Une 311/16" (93.6) A 31/2" /... ell_ B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 17/R" (47.6) ' ! 5° e� 35/8" (92.1) 68 Reference page 58 for general fitting and standard finish specifications. r'• A (44.4)' (41.3) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -Wt./C 100 Lbs. (45.3 kg) '• ' NOTES a T r i !w RESIDENTIAL X027-270-042 01-0372 MULLER, GRETCHEN & ALVIN BLEDSOE CT., OROVILLE I CONTR: D & D HOMES f NEW GARAGE i "fall NR-- 5-�-0 r SPECIAL CONDITIONS /SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat T v Z Signature CHECKED BY V= OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /• Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop .n Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing �ingle & Duplex) Date; FRAMING (Continued) 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Hangers -Post Caps -Anchors -Connectors 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Rfng. 11. Water Pipe; Test -Anchors -Regulator -Service Test Fireplace Ties or Type A Flue -Fireplace Throat Clearance 12. Electric Underground Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 13. Plenums & Ducts; Clearance -Material -Support -Ins. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies Garage Fire Protection Framing 15. _ r Access & Ventilation ` Property Line Firewall & Openings 16. Insulation - Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 17. Water Htr.; Vent -Access -Combustion Air Baffle Glazing Area -Glass Protection -Skylights -Plastic 18. Water Pipe; Test & Anchor -Nail Protection - Shear Walls; Nailing -Bolts 19. D.W.V.; Test Fittings & Anchor -Nail Protection Brace Interior/Exterior Wall Panels 20. Shower Pan; Test, First Floor -Tub Access Insulation -Walls -Ceilings 21. Test Tub & Shower, Second Floor -Tub Access Infiltration -Walls -Windows 22. Gas Pipe; Sixe & Anchors f Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B -t Date Ext. Steps -Door & Sidelight Protection -Landings ELECTRICAL (Permit) OK except #'s 64. 23. Fixture & Transformer Clearance -Ins. Protection 65, 24. Elec. Receptacles Spacing -Lights & Switches at Doors 66. 25. Size Boxes & No. of Conductors Stapled 67. 26. Romex Installed Close to Edge of. Studs & C.J. f 68. 27. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 69. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 70. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 71. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 72. 31. Service -Riser Conductors & Ground Main Disconnect 73. 32. Equip. Clea•ances Panels-Motors-Mech. Equip. 74. 33. Clothes Closet Light -Shower Light -Spa Light 75. 34. Smoke Detector 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection Date Plb., Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date Insulation -Foam -Looked in Attic MECHANICAL (Permit) OK except #'s 80. 35. A.C. Ducts Insulation & Support 81. 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 82. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 83. 39. Attic Access & Platform if Furnace in Attic 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop .n Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing �ingle & Duplex) Date; FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 'Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65, Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes :) No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: =OK 4. 0 = Not OK " - = Not Applicable MOBILE HOMES �► ""` = Not Ready 3. 4. Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) t'*Zor,,fg -;-.footings; 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 3. 4. 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 5. 7. Well Clearance & Disconnect 6. 8. Utility Clearance Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date Sid' g; Nailing -Veneer -Stucco -Mesh Card B-1 Date Card B-1 Date oof; Shthg-Roofing Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date J 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVEW, CARPORTS GARAGES (Plans) OK except #'s t'*Zor,,fg -;-.footings; Requirements -Setbacks -Easements Soils -Size -Depth -Spacing -Connectors -Steel 3. 4. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C ons; Windows -Doors Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Sid' g; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing 11. Ext.; S eps-Doors-Landings 131,5ced Wall Panels Date ,,L Card B-1 Date Card B-1 Date J Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 s Telephone (530) 538-7541 PERMIT NO. A 1%rrtA P" At 0%,fij w a.en wcs%aas-w /7/ /,2/74 :_... ReV.12A6) . MR'ru%o/tl7V1`IAll' ir-i_nnni I`-• u`'�p1 BUILDING PERMIT A Vj r/ OCC. BUILDINt3 VALUATION owrart WNdO AcoM as I^ ^ oONtMCTO11 a TO.9140Me OOWRACI I Wilra AOOrlfe L' CO►STRUCTM Ulmot UD00" u0ja Awflas Fire lace Total Valuation 5 Ariaarcf OR t/a0+lOt ueer;e NO Flip Fw i 20.00 AAC1fT= oa 04MUM7 Wild ADOR6Me Permit Fee ti ro Plan Checkin Fee i "0910ACOMn C� Ener y Plan Checking Fee i PERMIT FEE unwa sueavewnWre rAnceu MAP PLUMBING PERMIT Filing Fee 20.00 r USEOFSTRUCTURE SF 0 Duplex O Mobilehome 0 Other s�ecr Each Trap 7.00 ,Q Solar or heat pump water heater 29.00 Water piping 15F010) Each as water heater or vent 15 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 InsWistion 0 Other 0 Work: Gas piping tem 1 -5 outlet f 15 Building sewer 15Describe Mobile Home S G W @20PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo00OHon 0O.R u3i 23.00 .• ' *PERMIT FEE PAID SRA ' ' $ SHERIFF OTHER $! P_ �j AMOUNT RECEIVED t ✓ �1 , *RECEIPT NUMBER �/'`{�G' �� * TO BE PVT INTO COMPUTER Main Service 20" To 1~ 46.00 C006T. OWULM oCcuv. 3.St'a on ADD". i ACC. &.01. iT. MOWRO10. MtW rum 1. Y10. H CACL @7.50 VOWF71 AM i fglt O 010.AMTtY EX. Occup. ovnzr o11 RmAel 20 • �.00 SAL !0 Ex. OCCU fOfEO ourttTs es1o. a 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Ir' Wiring23.00 PERMIT FEE S C9 MECHANICAL PERMIT Fling Fee 20.00 Heatin Coolin Hood E.50 Ventilation PERMIT FEI: ! Moble Home Installation Fee $ Energy Inspection Fee S OCC CONST. TT/[ TOT FEE S "`i o• rEes w' Rc°o eo rN+ 'o "s This permit Is hereby issued under the applicable provisions of the Butts County Code and/or Resolutions to do work Indicated above for which fees have been paid. By 3/2- ( Date PERMIT EXPIRES ON more/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVCALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: L/GGiASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: L Date: ' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted.------------------------------ c �Wl Plot 'plans, 3/4 sets, signed by the preparer of plans. ------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ngineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- 117. ------------------------------------------ ❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10. Fees of $---------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ;3. . California Department of Forestry plan approvaUfees. - --- --- ----------------- Flood elevation certificate.--------------------------------------------------------------------------------- . Sanitation and plot plan approval Health Departmen ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: ' (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0. Pre -inspection for required Request to Building Inspector on 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- I 2. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑ 24. Letter of signature authorization. ------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------=- 0 27. ❑27. Manufactured Home utility clearance. ----- f08. Existing violations and/or expired permits. -------------------- 0433 A�� t,D�❑M.H. Ti e, ��heck to H.C.D $ . Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at ffi Applicant: �4 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, q Other: Index permit application for the above items (Date) —2i - )l Deliver with inspector. /A Date:4;6 Date: By: Date: By: A.- 03'Plan Check List 2. Additional items required: _KY -OU i T4 L6M 122�j -M(()j j t'tA-Cl io&L & Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, d Building lbivision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, as advised of the above required da by 13 phone, ❑ mail, ❑ Building Division counter, by Date: � ' 1 Plans reviewed by: Date: - Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE BUILDING DIVIS10N, DEPARTMENT OF DEVELOPINNT SERVICES, 411 Main.Street *Chico, CA (530) 891-2751 7 County Center Drive - Oroville, CA e (530) 538-7541 k CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is c%W ted. If you have any questions pertaining to this matter, orpe6d. additional explanati.on- P'leas ontact this of immediately.v Asti 19 Im Date LV - REV 10/92 '�� �.-_Zt,��s.?111ti�1(°ifi�''i.�+�si'ril(4. •. .;. •. ..a .:�'. � �� j` ,li`+ i' i COUNTY OF BUTTE �. BUILDING DIVISION -DEPARTMENT OF DEVELO'MENT SERVICES SY. '411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 if3, V"- If CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ,t %r 1 Illi` • - :y f. Date w Inspector r' REV 10 92 i GRETCHEN AND ALVIN MULLER 100 ARROWHEAD COURT, VACAVILLE, CA utte L'o n ut D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 AX: (5 0) 538:2140 Re: Building 'ermit # 01-0372 Expiration D3/21/02 A.P. # M _270-042 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [x] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with. the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. YWrs very truly, C.. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments CC: D & D HOMES, 2243 FEATHER RIVER BLVD., OROVILLE, CA 95965 Chico Office - 411 Main Street, Chico / 891-2751 NOTES RESIDENTIAL FMU027�-270-04201-1211 LLER, ALVIN & GRETCHEN + 122 BLEDSOE CT., OROVILLE CONTR: D& D HOMES COVERED PATIO oj- 033 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat Signatu ./= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roft Brac.-Truss-Shting.-Ring. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions S. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Unde•ground t Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. r Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Card B-1 Date Card B-1 Date "' Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 t Date Ext. Steps -Door & Sidelight Protection -Landings PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter ELECTRICAL (Permit) OK except #'s 74. 23. Fixture & Tra-isformer Clearance -Ins. Protection 75. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 76. 25. Size Boxes & No. of Conductors Stapled 77. 26: Romex Installed Close to Edge of Studs & C.J. i ` 27. Equip. Ground made tip w/Mecfi Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ingle, & DuPlex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roft Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ✓ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date 8. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings 3. Gas; MH Test -Demand -Valve -Connector Braced Wall Panels 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Card B-1 Date Card B-1 6. Water; MH Test -Regulator -Connector Card B-1 Date Card B-1 7. Water and Sewer Connected -C/O to Grade -HD Approval FINAL (Plans) OK except #'s 8. Gas and Electricity Tagged Setbacks -Easements 9. Tie Downs -Type -Installation Cert. Soils; Compaction -Structure Stability 10. Exits; Insp.-Sketch Pool Structure; Steel -Connections -Thickness Dead Men -Lining 11. Cert. of Occupancy Elec.; Receptacles and Lighting, Distance-GFI 12. Permanent Foundation Only; License Decal Elec.; Pool Lighting; -15 Volts-GFI 6. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; -15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 :.s rx Y Datee�• 2'�✓ ! Inspect 4 REV 10/92 • ' ::: 1, 1e -COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main..Street *-Chico, CA • (530) 891-2751 '—~ 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE-:** OWNER PERMIT NO:.; A routine inspection indicates that the following violations of butte countyOrdinances exist'at the; above address and should be corrected. Please notice this office when correction of-workis :y completed. If you have any questions pertaining to this matte, or need additional explanation, please contact this office immediately. 4L :.s rx Y Datee�• 2'�✓ ! Inspect 4 REV 10/92 • ' ::: 1, r- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND (PERMIT �l-,�/% ASSESSOR PARCEL NUMBER 027-270-042 ZONING A5 BUILDING PERMIT OWNER ALVIN AND GRETCHEN MULLER TELEPMONE SOG. FT. OCC. BUILDING VALUATION ^ 68.00 . OWNERS MAILING ADDRESS 100 ARROWHEAD CT, VACAVILLE CONTRACTOR'S NAME D & D HOMES TELEPHONE CONTRACTORS MAILING ADDRESS 2243 FEATHER RIVER BLVD, OROVILLE CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $4,368.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.80 BUILDING ADDRESS 122 BLEDSOE CT OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 138.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other )p Describe Work: COVERED PATIO Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service zo.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, and my license is in -f II force and effect. 0 / j� License Class Lic. No. 0 ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Lqbor Code, for the performance of work for which this permit is issued. My worker ' ompensation insurance carrier and policy number are: Carrier Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BUDS. SO 3.5¢FT, r, RMULTI-OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. CUTLET oRFIXTURES 6A.2L@ .w50 Ex. Occup.,OUTLEEDTs pus OR 5.00 Temporary Service 23.00 1. Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number S - d 6x -e) d -6e->160021 (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' compensation laws of California, and agree that if I should become subject to the workers' com sation provisions of section 3700 of the Labor Code, I shall forthwit c ply with those provisions. Date Z Signatureof pplicant - ❑ Owner ❑ Contractor ❑ Agent/ An OS rmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D �� IMP FLOOD CDF PARCEL PD H)Jfl ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON S—�Y— the applicable provisions Resolutions to do work been paid. Date D 2, ere Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Orovill©, California 95965 • Telephone (530) 538-7541 PERIAT NO. ADDI ISA-rit% 1 Atin DDRR)IIT /ll )211 (Rev.12A01 I.�. . a~.vr.. eves n..aw . ......... - nesssoa••MN+r•sr O_ O m110 ' _ 5 BUILDING PERMIT T x"011 SO. FT. OCC. BUILDING VALUATION r I TO.aONa VAC UI oorr�wun:rnorr �noa Fireplace u000n MW.M ADORNS Total Valuation $ WWI=cot 040an ucgmt No. FGn Fee $ 20.00 Permit Fee = a A%CM oTw DOMMs MUM ADOMISS Plan Checking Fee sus.0" °onneblals ` )I Ii Energy Plan CheckingFee t PERMIT FEE S 3 , {pT Na tusowe orrs aws ►urian, aw PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 i USEOFSTRUCTURE SF 0 Duplex O Mobilehome k Other veew Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Now C Addition 0 Remodel 0 LMritlee 0 Installation 0 Other Describe Work: Gas piping system 1 - S outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service aoo a mss 23.00 *PERMIT FEE PAIL � SRA _ SHERIFF $ OTHER. _. $ AMOUNT RECEIVED *RECEIPT NUMBER " TO BE PUT INTO COMPUTER Main Service 2e0a To 1005A 1 4a.00 ownuo occur. 3.Sc'a Olt Aowa. a 9--4-OLDS. sr. NOKweeo. 07.50 rowo� Ur►�Tus a Ex. Occu ounv 04 FMAIS ew a M_ Ex. Occu . ou'nUDs aro a 5.00 Ex. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 8.500 WnU•Ietlon PERMIT FELE S Mobile Home installation Fee $ Energy Inspection Fee t Oce CO"aT'*"E TOTAL_FEE$ 1� ""Z 1 a no "' I r`'°°° C°' ""`a '0 This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date _--- PERMIT EXPIRES ON to NOTE: See The Attached. Residential �onstructior Reguirei ALL STRUCTURES AND EQUlpMENT INCLLOM OVERHANGS SHALL BE CLEAR OF A SE;. BACK OF ALL EASEMfri�, \ FT. FROM T}1E'SIDE, 7gND� 30 THE REAR PRQpE� LINO AND ,.yc ROAD Cd=NTERLiNE tiO 'tri •T STAUCTURES AND EQUIPME M/A!i i3E A 2 Fr. EAVE.OV1:RliANG. ! Q` Pages Q 3_Q�R l_... G--------_ k �r _..._ - yob �9yv)7 20/L A-7 e ; 9 a6oaf. oroe, F'i4lTO- ' Q in • L ' � � � ' . •gyp____=_�SZ �2. o - 0�2 BUTTE COUNTY DEPARTMENT 4,p`R;��/ i !� }: 01— 12-11 Fl, lc yA . � ►'�� 5 �4I1 GG X S/w/,v C f rC/( ��g 71-4',9ZICD 1-2e,.VZl 'POP- -4- or--- on f S e c ed yj O� 4Y - BUTTE COUNTY allILDING DEPARTMER.' TAn o1vt.imr, or GYr GIRDERS V/60MG PLYWOOD CC EYT. C QL: M Q. D 1 - I� rn� Z z - GUARDRAIL j4"MAX. DECKIWG PRECAST PIER o c� I r� 70p PINS 14 x14"MIN. FOOTING LIU X — cA Q FRMN G. CLI P= ti �O � r Zo STAIR STRINGER. 480.x. MAX. ;,�� -TOP VIE W H INkIDRAIL NOT SHOWN FOR CLARITY. 3/81 50I T . I - 2"x4" � MOBILE HOME m J OR DECK I rA MTL. FRK) - — — ` 48" ` y MAX. CLIP (EA. DE '4 4 -AV 4'x4' POST . � X ZfaF� l c0 2-/W" PRESSURE r _ - (�/ 3/6' / 1 yK IAT C11 OR v 8 MIU• DOLTS RFDWOOD PIA7Fc- -GIRDER -GIRDER _ - Ir} MfN. 6 -4•x14" POST — ADI:'QUATF DIAL ONA I. BRACING. TYpI.1-'.41 RF__S/D /VT/%r_' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville. California 95965 Telephone: 538-7541 __ LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE NAMER Uu IIP -C. 69e— 4 PI r✓ PRINT LAST AME FIRST ' ADDRESS / LOCATION: e IPC S C7 (f � ' Building Permit No. NUMBER c? 2 - o? 7D , 61 COUNTY ZONING DESIGNATION: FLOOD MAP: 0 FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CON DITI ONS: MAP INFORMATION: DATE OF RECORDING: 2 Z 8 GI , -LOT - BOOK PAGE S COMPLIANCE WITH OLD SU VISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES t/NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline .of roads Maintain a ft. building'setbadk from right-of--way/centerline —3. Comply with Zoning code for building setback from road. X,4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 60 ft. leachfield setback from S W L S 6. Pay water tender fees in the amount of $ Z-00 to Battalion Number ��'7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 3AMRo of the Butte County Fire Department. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fre Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. Se6 l3q M 1(0 "rZ USC�UE S�,�� �ISP05AL ^FES -11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on.a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air AcLof 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the'area of the find pending examination of the site by a professional archaeologist. This person would then be able 6 assess the site significance`and suggest appropriate mitigation measures. 22. 23. 24. 25. _ 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE COUNTY OF*BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •. Oroville, California 95965 • Telephone (530) 538-7541,q �PERMIT NO. (Rev. 1'2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 027-270-042 ZONING BUILDING PERMIT OWNER AT AITN TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADD SS 100 AROWHEAD CT. VACAVILLE 1176 U 219168.00 CONTRACTOR'S NAME D & D HOMES TELEPHONE CONTRACTORS MAILING ADDRESS 2243 FEATHER Rim BLyD., ogoymu. CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 21 168.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 146-25 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S 391.25 LOT NO. SUBDIVISIONS NA ME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome [A Other SPECIFY Each Trap 21 7.00 14.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Ift Describe Work: NEW GARAGE Gas piping system 1 - 5 outlets 15.00 1c; nn Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ 94. ELECTRICAL PERMIT Fling Fee 20.00 "OOVORLE Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 6.1+ -) Lic. No. / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 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 La or Code, for the performance of work for which this permit is issued. My worker ' c \mp�nsatio`n�Insurance carrier and policy number are: Carrier v`�-� Policy Number Q;t j R-1 5 -C-55000 - SOD k 0000 f r--'( (The above sections need not be completed 0 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' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the La "r Code I shall forthwit comply ' hih0se provisions. > X �� Date 4 / Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST. DW "NG OCCUP. SO OR ADDNS. a ACC. S. 3.5¢FT: N"ON EW RESD ' MULTI.OU CUTITS LG 7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. .00 EX. Occup. OUTLET OR FD=RES BAL O x,50 Ex. Occu . ouT a� D J EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 61.16 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 546.41 HAZ. D FEES IMP X FLOOD X CDF I X PARCEL X PD HD SSUE This permit is hereby Is Lied under of the Butte County de and/or Indic bo for w i& fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 3/2f o� Dat -3/Z f®?— Data ReceiptNo. 314688 / $ 546.41 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY Gray Davis, Governor . DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ' �stnc. q Division of Codes and Standards �o O Registration and Titling Program P. O. Box 2111 3 ' In W Sacramento, CA 95812-2111 3G y� 1-800-952-8356,(916)323-9224 1� DEV��O From TDD Phones: 1-800-735-2929 October 5, 2001 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Dear Sirs: Decal or ID Number 867295 DTN Number: 2154533 Amount Paid: $0.0 IMMEDIATE REPLY REQUESTED The application form 433A, Notice of Installation of a Manufactured Home, Mobilehome or Commercial Coach on a Foundation System, is being returned. We are unable to process the application for the following reason(s): The check submitted with the form 433A or 513C was staledated when received in our office and is hereby returned. A check or money order in the amount of $ 22.00 is to be reissued in the name of the Department of Housing and Community Development (HCD) and returned with the attached 433A form. Please resubmit the 433A form and payment with this letter. Please call 1-800-952-8356 or 916-323-9224 if you have questions regarding this matter. Be prepared to provide the DTN number given in the box above. Registration and Titling Program r - Initials: HCD-RTFFLI (Rev. 08/01) 2154533 111111 m I N111111 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CONY of Document Recorded 20 -Jun -2001 2001-0026462 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in .accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ALVIN MULLER & GRETCHEN D. MULLER REAL PROPERTY OWNER/LESSOR 100 ARROWHEAD COURT MAILING ADDRESS VACAVILLE, SOLANO, CA 95687 CITY COUNTY STATE ZIP 122 BLEDSOE COURT INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS - CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STAT ZIP 01-0373 (530)538-7541 B G PERMIT NO. TELEPHONE NUMBER U- - �v 6/19/01 SIGNATURE OF LOCAL AGENFI AL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE UtALER LICENSE NO. FLEETWOOD 2001 SUNCREST - 4663-G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER CAFL117A/B 24431-SC13 26'8" X 66' RAD 1313616/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER A.P. #027-270-042 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. .-..o-P ''S•.k : +sL n. q,.pn.y >'y '„� w, ! n 5 ».wb ✓' tu?' ' .cr.: i yak+* ,a "5., a i " 't `� u e'{ -C <r....� �. m� X�,p ��,. y9x'i,�3 �•a''L.a`"��v� �. tr 7$ 1-.r'y a+r 's 'w �''` s �.,X�Y ,s ,�:,�d -_. src�*'iG�: S i x,a-�n�...�,.r.,�,�..after•ura�,€,.^�k,.wr�w�„zaa,�s..,_x�.�ar'�s...��s. � �a ,,�.�;r�,S��.x�a��,�rnx.,�nv��v�ks„'���'''�a��,��'�. 'BUILDING PERMIT NUMBER: 01-0373 Address or location .of unit: 122 BLEDSOE COURT, OROVILLE, CA 95966 Legal' Description of Real Property:• A.P.#027-270-042 SEE ATTACHED • I '(x) Mobdehome/Manufactured Home O Commercial Coach Has been affixed to the .real property above by installation on a foundation system pursuant to Health and, Safety Code Section 18551. Owner's name: ALVIN MULLER & GRETCHEN D. MULLER Owner's address: 100 ARROWHEAD COURT, VACAVILLE, CA 95687 INSIGNIA OR HUD NUMBER: RAD1313616/7 SERIAL NUMBER OR V.I.N.: CAFL 117A/B 24431 -SC 13 'MANUFACTURER'S NAME: FLEETWOOD YEAR: 2 01 c OFFICIAL APPROVING INSTALLATION: DATE: 6/19/01 PHONE: (530) 538-7541 H.C.D.513C a 73 EXHIBIT A V-11565 The land referred.to herein is described as follows: All that certain real property situate in the County of Butte, Unincorporated, State -of California, described as follows: PARCEL I: Parcel 1, as shown on that certain Parcel Map filed in the office of the Recorder Of the County of Butte, State of California, on February 28, 1994, in Book 134 of M�ps, at Page(s) 15 and 16. "SERVING THEREFROM those certain rights of way and public utility easements as shown on the above referenced map. ALSO RESERVING THEREFROM that certain Water Line Easement more particularly described as follows: c�INNiNG at a paint that bears- South 26' 25' 490c West, 16.12 feet from the, common to Parcels 1, 21 3 and 4 as shown on the Parcel Map filed in Book 134 of Maps, at Page 15, Butte County Recorders Office, said point being on the line common to said Parcel 3 and Parcel 4; thence North 870 21' 48" East, 334.32 fmat; thence North 610 30' 25" East, 80.99 feet; thence South 740 12' 34�� East, 66.67 feet; thence South 690 01' 01" East, 69.13 feet; thence South 300 07' 43" East, 104.87 feet; thence South 62° 45' 32" East, 191.29 feet; thence South 820 00' 35" East, 102.73 feet; thence South 890 27' 08" East, 286.99 feet to the existing O.W.I.D.Iwater ditch and the end of this description. TZ1e sidelines of said centerline shall be lengthened or shortened as necessary to intersect said O.W.I.D. ditch and said line between Parcels 3 and 4. The Basis of Bearings for this description is the same as shown on said Parcel Mair 134 M 15. This easement is appurtenant to said Parcel 3 and shall inure to the benefit of said Parcel 3 and all owners, successors or assigns. It includes the right of the grantee to enter upon said easement at any time to inspect, repair, replace and mAintain said water line and appurtenant facilities. PAACSL I I : A right of way and public utility easement over Bledsoe Court as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, int inued ) V-11565 -CW State of ,California, on February 28, 1994, in Book 134 of Maps, at Page(s) 15 and 16, above. EXCEPTING THEREFROM all that portion lying within Parcel I, above. PARCEL III: A right of way and public utility easement as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte; State of California, on Page February 28, 1994, in Book 134 of Maps, at s) 15 and 16, above. EXCEPTING THEREFROr4 all that portion lying within Parcel r, above. PARCEL IV. A non-exclusive easement for road and public utility purposes over the North 60 feet and the South 60 feet of Block 133, and the West 60 feet of Block 127 of said subdivision. EXCEPTING THEREFROM all that portion lying within Parcel I, above. END OF DOCUMERT STATE OF CALIFORNIA RT -:SSS, TRANSPORTATION AND HOUSING AGENCY of vARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT r .; DMSION OF CODES AND STANDARDS - -s REGISTRATION AND TITLING PROGRAMn STATEMENT OF FACTS This unit is a:Mobilehome 0 Commercial Coach 0 Floating Home 0 Truck Camper ES�r Decal (License) No.(s) Trade Name 1 - P�"c . 0C1 I/We, the undersigned, hereby state: Serial No.(s) THE ABOVE DESCRIBED MOBILE HOME HAS BEEN INSTALLED ON AN APPROVED PERMANENT -FOUNDATION SYSTEM AND IS PRESENTLY IN ESCROW WHICH WILL CLOSE WITHIN 45 DAYS. I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of pe rju that the foregoing is true and correct. Executed on "3 / Uv at (bate) (City) Sate) ! ......_... _ Signature(s " Printed name(s) Spr Address Cit\�( erri-r L1 y State HCD 476.6 (REV 9)91) I_I_ I t I LE CUSTONER SERVICE 4 530-582 3304 94 -29816 Rccunlin( Ill yu�s1111 hy: l'1'vf ul'1'vtl I-1Ild T.1L lc WhL.t Idccurdcd. Mail Tu: Alvin Muller (irelchen 1). Muller J UO Arrowhead Cuurt V:icavlllc, CA T)-56--67- This lunn pro%ided by 1'rcfcrrcd Lond Title and Furow Compuny A P.N. 027.270.042 94--029826': Rvc Fee 12.00 1 DOC 35.75 Recorded l Cheok 47.75 Official Records I County of 1 Butte I Candace J'. Gruaba I Recorder I 8:.00am 16 -Jul -94 I PTC JR 3 The undersigned Grantor(sl dcclarc(s): Documentary transfer tis is s 35.75 ( 7t) computed uu full value of property conveyed, or ( ) computed on full value less value of liens end encumbrances remaining at time of s:dc GRANT DEED ['Olt A VALUABLE CONSIDERATION, receipt.of which is hereby acknowledged, james Ronald Bledsoe and Pamela Sue Sledsoe, Trustees ofTlie liledsoc Family Trust dated September 4. 1992 hereby GRANT(S) to Alvin Muller and Gretchen D. Muller, husand and wife as Joint Tenants NO.791 P002 the re:u property in the Unincorporated, County -of Butte , State of California, described as: SEF. ATTACHED E01181T "A" FOR LEGAL DESCRIPTION Signature of G mor(e) l� liar.•;I July 12 , 1994 _ S.S. y 111' C:dtfornrl Cnty our Jarneshtoriald Dludsoe, st Truee CButte ) 01'.?1)1-424_,,beforema C'. -Williams PamelaSuuDledsck,Trustee t.rsunal ly appeared amcsIMF Bledsoe and - Pantcla. Sue 9ledsoe. licr.<un:llly known to me (or proved 10 m. on the hasis or s;l(1sfactory cvidvn6c) tit be the person(s) whose namc(s) is / ate: suhscribcd to the within insln,mcnl and acknowledged w ole Ilial he / sbc / they executed the same in his / her / lhcir authorized capacitytics), :utd that by his / her / (heir Signa- rurelsr un I!ie instrument the Nnion(s). or the entity upon behalf uj which the person(s) .ch:d. excculctl the inslrurncn(. WI'I'NI:SS ntv 1tJnd :tied ohicial 21, st:oi f:lA . 1:11 L'111L'lll� til: , 111. ,11111 �,\II\ /\I\•111 rewliv1 LOU ::ctu'rrlttaa...l'vt.L�... lA '/5687 �YIM11 NNU W 11Yp I1111TYIW fW ppy{IIINI/1RRIY� i,1111Y1rY11W.W.MW4�'�"./.N.Y:!I,M: •:�I l..:..�.�vr (This awa for ullicial nuctrial wah Ij State of California ! Business, Transportation and Housing Agencyniv Department of Housing and Community Development Division of Codes and Standards APPLICATION FOR: Alteration/Conversion❑Approval to Remanufacture ❑ Alternate Approval ❑ Technical Services ❑ Replacement Insignia ❑ Coding Inspection (SEE REVERSE SIDE OF FORM FOR INSTRUCTIONS AND ADDITIONAL INFORMATION) CONTRACTOR/OWNER BUILDER DECLARATIONS Not required for Special Purpose Commercial Coaches or Recreational Vehicles 1. LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. i Ctyl ter% � i License Class Lie. No.-� SExp. Date 7 JZ Contractor L.'� L% F I ')3(Sc rJ Date 3 / o 2. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($ 500)•): 1 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 of offered for sale ISec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. II, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who contracts for fuch projects with a contraetor(s) licensed pursuant to the C tractors License Law.). I I I am exempt under Sec. , B. & P.C. for this reason: Owner Date 3. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 II 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. l I I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier a�d policy number are: Carrier Y V::.i 0 "ii. L) 4 1-4 S Policy Number T / Z'7 J 'o7Lcc) -;?O JIC-&W UO rent (This section need not be completed if the permit is or one un re dollars (9100) or less). I I I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to workers' compensation provisions of Section 3700 of the Labor Code`II s(balLdorthwith comply withthos provisions. Applicant ._'�� f + -<`: cif_%•i.i �- �-_ Date � l/ 7 O / WARNING: A PE COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec.3097, Civ. C.). Lender's Name SECTION 1 - UNIT INFORMATION I/We are requesting services for the following unitls): (Check Appropriate Box) anufactured Home/Multi-Unit Manufactured Housing Manufactured Home/Multi-Unit Mfg. Hsg. Component Structure Recreational Vehicle Commercial Coach (Occupancy Group _ I Special Pu .Lpoose Commercial Coach Decal or License o. Serial Manufacturer Name/ Model Name Year of Manufacturer D n0 1 Insignia/HUD Label Number(s) COL NO. I 49 1e3ll r FEE RECD 'I DATE AA NO. RT TO �' J RT BY Owneri< < 1�=y` I '1 y r } t%� t✓ /t- Telephone No. 3 5 3 i- Address City County bU T -T C Zip Location of Unit if Different Than Above Applicant Address L) '�; f Yc. C I`.l. I t1 C City< ( -A-1 r LL- Zip � _j5'0 0 L Telephone No. . SECTION 3 • CbNTRACTOR, ARCHITECT OR ENGINEER INFORMATION Contractor's Name 0,4-r AOW40,rs Address � �Y.�7Z 8•4V/) Architect/Engineer Name Address OF WORK/ACTIVITY AND VALUATION License No. Describe the proposed work/activity in detail. Attach additional pages if necessary. If structural alterations or remanufacturing are proposed, complete plans, specifications, details, and calculations must accompany this form. Check box 0 if plans accompany this application. Provide the make and model of any appliance to be installed and provide compJ03 electrical calculations for any electrical alterations or additions. Indicate,the Total Cost of the Wo, k to be Performed $ V SECTION 5 - SIGNATURE AND CERTIFICATION I/We hereby make application for the services designated above. If applying for replacement of a lost insignia for the unit described in SECTION 1 above, I/we certify that there have been no alterations, additions, or modifications to the unit that would affect the unit's compliance with California or federal law or the rules and regulations of the Department. (If alterations, additions, or modifications have been made, a coding inspection must be obtained.) Signature Date (Owner of unit must sign• when a reDlacement insiania is being reauacrwnt I certify that I have read this application and state that the above DEPARTMENT USE. ONLY information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and Df1vPROV _Q CONDITIONS (see reverse side) ❑Disapproved (see reverse side) herebyauthorize representatives of this county to enter upon the PI F above•mgntione :prop rty f inspection purposes. t i / Signature of Department Representative Data signature of AppBcanyor Agent to AREA OFFICE --- NOTES RESIDENTIAL 027-270-042 U1-1 i4u MULLER, GRETCHEN 122 BLEDSOE CT. OROVILLE CONT: D & D HOMES MH COVERED 4 X 8 PATIO 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Up Signature IIA CHECKED BY V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setba--ks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Battle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s j 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Recep-acles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral C) Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing P'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps ' 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C) Yes 82. Following Instld./Drive J Yes D No/Walks J Yes J No/Planters :j Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V= OK 0 = Not OK - = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3-32 Gco �� COUNTY OF BUTTE, T BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES u 411 Main Street • Chico, CA .• (530) 891-275.1 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE Aw / e?-,-- Y 1'� ) / ) OWNER PERMIT NO.. A routine inspection indicates that the following violations of butte:county Ordinances exist at the - above address and should be corrected. Please notice this office when correction of work is - completed. If you have any questions pertaining to this matter, or need additional explanation, please contact4 is office immediately. t; A7- R/I IF/yam / � �f ��+--••/-^/ ( l / / �. `r+ ,/ -77 rt Z „1F lr. l 1 ❑ B.I.N. 1 Location: 0owner. CnnSnlainh REQUEST FOR INSPECTION PeM J t � 2 qo 4Z Contractor orTenag \J BLDG. PLUMB/MECH ELECTRIC M.H.I./M. H.U. PRE - Form Rough Rough (IT—. INSPECTION Frame/Underfloor Top Out Temp. Service Corrections Housing Stucco Lath Gas Piping/Test Service Final Job Status Stucco Brown Temp. Gas Underground Permit Renewal FireplaceSewer Piping Well Circuit Verify Utilities OTHER Bond Beam Water Piping Light Niche M.H.I./M.H.U. Insulation er PCorrectionss GShe - PanNailing Form Frame/Underfloor Rough Top Out Rough Temp. Service Corrections cions Corrections Stucco Lath Stucco Brown Gas Piping/Test Temp. Gas Service Underground Final inal Final READY FOR A.M. Sewer Piping Well Circuit INSPEC. ON �, 18 P.M. I \ _ Date: Time: Note: Permit No. 0 ❑ B.I.N. REQUEST FOR INSPECTION Location: / �'� &QAQ40e (IT—. 00wrier. A— ContractororTe/nan^t: Complaint: �r. -�L `i ` L ■ BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - PCorrectionss INSPECTION Form Frame/Underfloor Rough Top Out Rough Temp. Service CofiectiFinal Final Corrections Housing Stucco Lath Stucco Brown Gas Piping/Test Temp. Gas Service Underground Final Job Status Permit Renewal Fireplace Sewer Piping Well Circuit Verify Utilities Bond Beam Water Piping Light Niche OTHER Insulation n Nailing � A L Date: Time: Note: PCorrectionss READY FOR A.M. P.M. CofiectiFinal Final INSPEC. ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538 5,,a1 P IT No. (Rev. 12/96)' APPLICATION AND PERMIT ASSESSOR027 270 042 2ONAG - BUILDING PERMIT OWNER GRETCHEN MULLER TE 532E 0466 SOFT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 100 ARROWHEAD CT, VACAVILLE 32 416.00 CONTRACTOR'S NAME D & D HOMES TELEPHONE CONTRACTOR'S °M .2243 FEATHER RIVER BLVD, OROVILLE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 416.00 ARCHITECT OR ENGINEER LICENiSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 122 BLEDSOE CT, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 58.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome CY Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: —COVERED PATIO 4X8 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 'ORMain Service 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, and my license is n/f�u �`�orce and effect. (/ •,.+L�_ License Class 1- -( Lic. No. / d / / "� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR s° OR ADONS., ( a ACC. BLDS. 3.5¢FT. Zr.R°ESIID ' MUITI.O11 UTLET 97,50 POWER APPARATUS a SINGLE 0 ,Ef CIR. Ex. Occup. OUTLET ORFIXTURES SAL@'.w Ex. Occup..OUTFIXS RLNS ,D,° A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'. c6knpensation insurance carrier and policy number are: Carrier T` 6— , Policy Number OQ I / dtn09 (The above sections need not be comoleted 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' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw' h cc wi ose provisions. X �� Date �� /� / _ Signature o pp' nt - ❑ Owner Contractor ❑ Agent An OSHA d is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 58.00 HAZ D PEES IMP r--- _ FLOOD CDP PARCEL PD D SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By k. Date PERMIT EXPIRES ON r/b 1 (' ate ReceiptNo. 324959/$58.00 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CO(I.NTY OF BUTTE - DEPARTMENT OF DEVILOPMENT SERVICES - BUILDING DIVISION, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 'i / PERMIT APPLICATION DATA SHEET OWNER: �! I �% ASSESSOR PARCEL NUMBER. 7 Z �' Proposed Building Use: _ ., ej '00-- Building Inspector: pLd3 Date: -71 / a At time f permit application, I was ad ed the following data must be submitted prior to permit pros ssing fid/or issuance: Date Received By All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ -- 0 _❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. Hazardous Material Form. ---------------------------------------------- --------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .----------------- ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 1119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- El 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------- ----------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor ❑ Telephone and hold for pickup at offs . ❑ , e v hath inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. %,VUM I T yr nu I TE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) l APPLICATION AND PERMIT Cd -' P No. MSESSOR PARCQ NU�pi` o2 %- —O "� 2_ _ BUILDING PERMIT °WN�R TEL1rDNONC e 3 Z_ G SO. FT. OCC. BUILDING VALUATION 00N. Ao Z7' G COMRAMW9 NIM! tTELEAIION! Hood 8.50 OTHER CONrRACTOR9 MALJNO ADORESe a 1 Iry v� (-e CONSTRUCTION UPMEA LENDER'S MA'UN° ADDRESS Fire Ince ARCNRECTORENWNEER - UCENSE NO. Total Valuation b Filin Fee b 20.00 ARCNtTEOT OR ENONEEA9 MAlLJNO ADDRESS Permit Fee $ 73', 4-- 9ULDNOADDRESS Plan Checkin Fee b , crz7 CONST. TMOQTOTAL FEES Energy Plan Checking Fee b I LoQrU No. eueolvlewNSNAME PARC MAP PERMIT FEE br PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 nn SF ❑ Duplex ❑ Mobilehome e� E (' �i Solar or heat um water heater 23.00 IJC/� IJ epectFr Water piping 15.00 TYPE OF WORK Each as water heater or vent 15.00 New Addition ❑ Remodel 13UtlGties ❑ Installation ❑ Other O Gas I in stem 1 - 5 outlets 1$.00 D. FEES IMP Building sewer 15.00 Describe Work: Mobile Home I S I G I W 020.00 PERMIT FEE _ ELECTRICAL PERMIT Main Service =OR lob► OR LESS LESS Main Service 2001 TO I000A r - NEW CONST. DWEi1Mq OCCVP. OR ADONS. L ACC. SLDS. NON•REStO. NEW U-MT.MULTMANC40UTLET POWER APPARATUS as 011RiT dR. rig Fee 20.00 23.00 48.00 3.50S 07.50 Ex. Occup. OUTLET OR FpffuRES 20 ® I.00 I SAL so Ex. Occup. inEUMD APPLNS. OR I OLRLEiS IStD. EA $.00 1 Tempora Service 23.00 Mobile Home Facilities 2000. MLsc. Wiring 23.00 PERMIT FEE b *PERMIT FEE PAID MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling SHERIFF Hood 8.50 OTHER Ventilation PERMIT FEIE S Mobile Home Installation Fee b Energy Inspection Fee j b I occ CONST. TMOQTOTAL FEES AMOVNT RECEIVED I .� D. FEES IMP I AMD I COF PARCH po ND Issw This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NVMBER Indicated above for which fees have been paid. * TO BE PVT INTO COMPVT'ER / By Date PERMIT EXPIRES ON mats) t A, P. o2: Z 0 - D �D Dit-D Wos - NOTE. - tae The Attached E"e-Sidenti Pages --Zky-9-- i ern Orr. K 7 4 IT 1 4je& „7ML LIA161 --.- /I - ,41'/.en- 30" pAowr6r sii4 co -rypl BUTTE COUNTY SUPIDING DEPARTMEN) APPROVED A,p ff o •- '9 0 - - D i - }J oMO'S AAA 121A%VWjA S - 8:00Y I / � 7 a y�- o y' a' • � ♦si `' / it �2SAIR Pr BUTTE COU � 6 . UILD►NG ��� N7`Y AR%EN Apppollr GONG- S-A , %.� a.._f cQF—c)V_ AIr,& 14 o ' V � O � n I N NA a V � O ca N a NOTES RESIDENTIAL 027-270-042 01-0373 MULLER, GRETCHEN & ALVIN i I a'. A BLEDSOE CT., OROVILLE CONTR: D & D HOMES NEW MOBILE HOME PERM. FOUND. D� THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1). LICENSE PLATE(S) or DECAL(THE INSPECTOR MUST RETRIEVE) 1 .(2) STATEMENT OF FACTS(ONLY ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S , 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Y7 o- a r�-r s a-rT�Q JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (% Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage' Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel- 8lockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts -Joists- Vents- Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe, Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors , Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27' Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 81. 31. Service -Riser Coriductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 1 34. Smoke Detector _ 84. A.C. Unit Disconnect, Electrical -Plumbing r . Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow; Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75, A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C) Yes 82. Following Instid./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: = OK 0 = Not OK - = Not Applicable * = Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;/ /" L'ft. / P Nat. or / /"L"ft./ /LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE H -INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 Requi rements-Setbacks-Easements T 10<9 Footings; Size -Spacing -Marriage Line 3. 4. Gas; MH est -Demand -Valve -Connector Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card Date Card B-1 Date Light Niche -B-1 Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 fi ' r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA *# (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6( R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, :1 T; Date ��`� Inspector REV 10/92 ,.... ' .Lr► 31- r�i, .7�3ra A""-' ' ; •' •-4- COUNTY .s COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. 411 Main Street • Chico, CA • (530)'891.4151 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO! A routine inspection indicates that the following violations of butte county Ordinances exist afthe -above address and should be corrected. Please notice this office when correction of work is ; completed. If you have any questions pertaining to this matter, or need additional explanatiori,. , please ntact this office immediately. • z u� .I BUILDING PERMIT NUMBER: 01-0373 Address or location of unit: 122 BLEDSOE COURT, OROVILLE, CA 95966 Legal Description of Real Property: A.P.#027-270-042 SEE.ATTACHEi) (x)-Mobilehome/Manufactured Home O Commercial.Coach Inas been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. � Owner's name: ALVIN MULLER & GRETCHEN D. MULLER Owner's address: 100 ARROWHEAD COURT, VACAVILLE, CA 95687 INSIGNIA OR HUD NUMBER: RAD1313616/7� SERIAL. NUMBER OR V.I.N.: CAFL 117A/B 24431 -SC 13 MANUFACTURER'S.NAME: TLEETWOOD� YEAR: 2 01 OFFICIAL APPROVING INSTALLATION: A hAxe�-g LATE: 6/19/01 I PRONE: (530) 538-7541 H.C.D. 513C { RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CONY of Document Recorded 20 -Jun -2001 2001-0026462 Has not been compared rith original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ALVIN MULLER & GRETCHEN D. MULLER REAL PROPERTY OWNERILESSOR . 100 ARROWHEAD COURT MAILING ADDRESS VACAVILLE, SOLANO, CA 95687 CITY COUNTY STATE ZIP 122 BLEDSOE COURT INSTALLATION MAILMG ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY ' COUNTY STATE - — ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 City COUNTY STATE ZIP 01-0373 (530)538-7541 B G BERMIT NO. TELEPHONE NUMBER 6/19/01 SIGNATURE OF LOCAL AGEN FI AL DATE NONE DEALER NAME (if not a dealer sale, wile 'NONE-) NONE DEALER LICENSE NO. FLEETWOOD 2001 SUNCREST - 4663-G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMUMBER CAFL 117A/B 24431 -SC 13 268" X 66' RAD 1313616/7 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA&ABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #027-270-042 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD -Building Dept. EXHIBIT A V-11565 Th® land referred to herein is described as follows: All that certain real property situate in the County of Butte, Unincorporated, State of California, described as follows: PARCEL I: Parcel 1, as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State'of California, on February 28, 1994, in Book 134 of Maps, at Pages) 15 and 16. RESERVING THEREFROM those certain rights of way and public utility easements as shown on the above referenced map. ALSO RESERVING THEREFROM that certain Water Line Easement more particularly described as follows: B'10ZNNiNG at a point that bears- South 26' 25'49" West, 16.12 feet from the COrner common to Parcels 1, 2, 3 and 4 as shown on the Parcel Map filed in Book 134 of Maps, at Page 15, Butte County Recorders Office, said point being on the line common to said Parcel 3 and Parcel 4; thence North 870 21' 48" East, 334.32 f®at; thence North 610 30' 25" East, 80.99 feet; thence South 740 12' 34" East, 66•67 feet; thence South 69° 0 E 1' 0111 East, 69.13 feet; thence South 300 07' 43" ast. 104.87 feet; thence South 620 45' 32" East, 191.29 feet; thence South 820 00' 35,' East, 102.73 feet; thence South 890 27' 08" East, 286.99 feet to the existing O.W.I.D. water ditch and the end of this description. Ths sidelines of said centerline shall be lengthened or shortened as necessary.to intersect said O.W.I.D. ditch and said line between Parcels 3 and 4. The Basis of Bearings for this description is the same as shown on said Parcel Map 134 M 15. This easement is appurtenant to said Parcel 3 and shall inure to the benefit of said parcel 3 and all owners, successors grantee or assigns. It includes the right of the to enter upon said easement at any time to inspect, repair, replace and maintain said water line and appurtenant facilities. PMCSL I I: A right of way and public utility easement over Bledsoe Court as shown on that certlkin Parcel Map filed in the office of the Recorder of the County of Butte, (int inued ) V-11565 -CW State of California, on February 28, 1994, in Book 134 of Maps, at Page(s) 15 and 16, above. EXCEPTING THEREFROM all that portion lying within Parcel I, above. PARCEL III: A right of way and public utility easement as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on February 28, 1994, in Book 134 of Maps, at Pages) 15 and 16, above. EXCEPTING QOM all that portion lying within Parcel I, above. PARCEL IV: A non-exclusive easement for road and public utility purposes over the North 60 feet and the South 60 feet of Block 133, and the West 60 feet of Block 127 of said subdivision. EXCEPTING THEREFROM all that portion lying within Parcel I, above. Fmn ng MP.11 upw j V-11565 -CW State of California, on February 28, 1994, in Book 134 of Maps, at Page(s) 15 and 16, above. EXCEPTING THEREFROM all that portion lying within Parcel I, above. PARCEL III: A right of way and public utility easement as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on February 28, 1994, in Book 134 of Maps, at Pages) 15 and 16, above. EXCEPTING QOM all that portion lying within Parcel I, above. PARCEL IV: A non-exclusive easement for road and public utility purposes over the North 60 feet and the South 60 feet of Block 133, and the West 60 feet of Block 127 of said subdivision. EXCEPTING THEREFROM all that portion lying within Parcel I, above. Fmn ng MP.11 upw STATE OF CALIFORNIA ' PT , L:SS, TRANSPORTATION AND HOUSING AGENCY _xARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS s REGISTRATION AND TITLING PROGRAM`''^ STA'IMNEENT OF FACTS This unit is a: 1�rMobilehome D Commercial Coach 0 Floating Home 0 Truck Camper Decal (License) No.(s) I/We, the undersigned, hereby state: Trade Name Serial No.(s) THE ABOVE DESCRIBED MOBILE HOME HAS BEEN INSTALLED ON AN APPROVED PERMANENT -FOUNDATION SYSTEM AND IS PRESENTLY IN ESCROW WHICH WILL CLOSE WITHIN 45 DAYS. I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of pe rju that the foregoing is true and correct. Executed on 3 � l Uv at 4t Gr" (bate)kc-1(City)ate) Signatures ' Printed name(s) C -7 - City (e r HCD 476.6 (REV 9/91) State 0�9 o F U1/1(/W1 12:Wb BIDWELL TITLE CUSTOMER SERVICE 4 530 532 3304 94-29816 liecur,liiig Relluvslcll hy: 1 94^029826 l'rvl ul'I'utl I,�ntl 'I'.t L It; I RIC Fee I DOC \V))L.1 Itceurdcd. M:til Tu: Recorded 7 Cheek Alvin Muller Officlr,l Records I Grcichcrt 1). Muller County of lUU Arrowl:c:acl Court Butte I vat avi lac, CA `J5 �— Candece J. Grubbo I ` Recorder 13:00am 18 -Jul -94 I PTC 1 2. 00 35. 75 47. 75 JR 3 This lurm prw ldcd by The undersigned Grantors) dc:larc(s): hrercrred I.;1nd Tltic oud Escrow Compuny Documentary transfer tact is S 35.75 ( 1c) computed on full value of propcny convcycd, or A ILP. 07.7.270•O42 ( ) computed on full value less value of liens and encumbrances remaining at lime of s do GRANT DIED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, J:Imes Ronald Bledsoe and Pamtla Sue Bledsoe, Trustees of The HICdam family Trust dated September 4. 1992 ItcrCby GRANT(S) to Alvin Muller and Gretchen D. Muller, husand and wife as Joint Tenants NO.791 P002 the real pruperty in the Unincorporated, County of Butte ,State of California, described as: SITE ATTACHE13 EXHIBIT "A" FOR LEGAL DESCRIPTION 17;uid -luly 1'1, 1994 Talc Itf Calllbrnia I Cuunty III' Butte ) S.S. 011 �7j.1•2L54 �,berorvnic. C:_ Williams mrsunal ly appeurud aides vela ledsoe and ,'amcla. Sue Bledsoe per.:un:llly known to me for proved to m: on the hasis ur ::rluf5clory cvidcntc) in be the person(,%) whose numc(s) is I ale sunscribcd to the within inslnlment and acknowledged to lite 111W he r shu / they executed the same in his / her / Ihcir autllurized c:grreity(ies), and that by his / her / their Signa• lure151 un ahc insintmeni the person(s), ur the entity upon "vil:lll ul w-hich the persun(s) .ctl:d, executed the instrumCnl. WITNESS nw.hJnd :Ind of1`:11-seal. . Slpn:llure �t:at r:lA 11;11 I'llll'lll! 111: •\II. .11111 \11\ /11x111 nlllllel LOU V 1� 1\ illvl l'A .)5687 Signmurc or G nmr(s) James Ronald Bledsoe, 'rrusteo Pamela Sue Bledsoe, Trustee fylMe IIYY W n V a Ifnn111rWgVInNJIffIfY Vl11AIMt. 3r..r Vph,na..wu, k.�a...r i 11111Y YYIIYYIWWµY,i_j.h,1l:!Ild: ,::l l.,:..:.�srr (THUS plea aur ullicial nmwial ,roll State of California ynor Business, Transportation and Housing Agency �� ..... Department of Housing and Community Development ' Division of Codes and Standards w APPLICATION FOR: " Alteration/ConversionE]Approval to Remanufacture ❑ Alternate Approval ❑ Technical Services ❑ Replacement Insignia ❑ Coding Inspection (SEE REVERSE SIDE OF FORM FOR INSTRUCTIONS AND ADDITIONAL INFORMATION) CONTRACTOR/OWNER BUILDER DECLARATIONS Not required /or Special Purpose Commercial Coaches or Recreational Vehicles 1, LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. _ License Class Lic. No. `7 � �JExp. Da]05 vZ, Contractor L� L � ��•7}C�cJ Date .5 2. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($ 500).): 1 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended of offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an /wn,of property who builds or improves thereon, and who contracts ch projects with a contractor(s) licensed pursuant to the ctors License Law.). I I I am exempt under Sec. B. & P.C. for this reason: Owner Date 3. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 II have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I I I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier of d policy number are: Carrier Y V::.t L,) ';la -U -f- S Policy Numter 04 I �Q � Soc?cco '�?O 0 (C(1D 00 1=1 (This section need not be completed if the permit Is for one hundred dollars (9100) or less). I I I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to workers' compensation provisions of Section 3700 of the Lab//gr Codle� I sbal orthwith comply with those provisions. Applicant .+t°'rfo��:-La Date �/��1 0/ WARN ING-'fAILURE TO SECURE PE COVERAGE IS UNLAWFOL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (9100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec.3097, Civ. C.). Lender's Name SECTION 1 - UNIT INFORMATION I/We are requesting services for the following unit(s): (Check Appropriate Box) anufactured Home/Multi-Unit Manufactured Housing Manufactured Home/Multi-Unit Mfg. Hsg. Component Structure ecreational Vehicle Commercial Coach (Occupancy Group —J Special PuEpose Commercial Coach (�)D Decal or License No. Serial Manufacturer Name/ Model Name IEE; 1UC� Year of Manufacturer z) n:*) ( Insignia/HUD Label Number(s) SECTION 2 - OWNER/APPLICANT INFORMATION Owner�j it 1`4,2 ( •J % V 1 JLk-t2 Address COL NO. 19 r_6 110 FEE REC'D DATE AA NO. bL! RT TO I— RT BY Telephone No.3 U �� 3 i' -U4 ip city f _._��i ISL l= County 60 '(`T t~ Zip Location of Unit if Different Than Above Applicant Address ';)-o Q " {` lac. < ('.1. I, K t .•� 1 I �IC1 city LLC L -LC Zip Z755� G Telephone No. •, - C1 SECTION 3'- CbNTRACTOR, ARCHITECT OR ENGINEER �INFORMATION Contractor's Name Address Architect/Engineer Name Address 9I� License No. Describe the proposed work/activity.in detail. Attach additional pages if necessary. If structural alterations or remanufacturing are proposed, cortiplete plans, specifications, details, and calculations must accompany this form. Check box O if plans accompany this application. Provide the make and model of any appliance to be installed and provide tom electrical calculations for any electrical alterations or additions. rim A4AM)OR Cl /0tI lil,5, /:ikJ;F C0172EF 5 AJI [�>9 RDc -- Indicate the Total Cost of the Work to be Performed $ V ' SECTION 5 - SIGNATURE AND CERTIFICATION I/We hereby make application for the services designated above. If applying for replacement of a lost insignia for the unit described in SECTION 1 above, I/we certify that there have been no alterations, additions, or modifications to the unit that would affect the unit's compliance with California or federal law or the rules and regulations of the Department. III alterations, additions, or modifications have been made, a coding inspection must be obtained.) Signature must sign, when a Date I certify that I have read this application and state that the above DEPARTMENT USE ONLY information is correct: I agree to comply with all City and county ordinances authorize and state laws relating to building construction, and !71" IPpROV _(� CONDITIONS (see reverse side) ❑ Disapproved (see reverse side) herebyauthorize re resentatives of this county to enter upon the Ey'•� above•mentione .prop rty f (inspection purposes. D �-� D-40 / Signature of Department Representative Date Ignature of Appircanyor Agent Otte HCO 415, Side,'1 (0246) DISTRIRL)TInN• VFI I nW - nFPARTMGNT W WITc - ADCA r)rpir r PINK - nWNFC/ePD1 Ir AkI ` 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) APFU CATI ON AN D P ERMIT O/ d3? ASSESSOR PARCEL NUMBER 027-270-042 ZONING A- BUILDING PERMIT OWNER TELEPHONE 532-0466 SO. Fr, OCC. BUILDING VALUATION . OWNERS MAIUS NOADDRE 100 AROWHEAD Cr.,VACAVILLE CA 1742 R 94,068.00 CONTRACTOR'S NAME D & D HOMES T�(ON301 [[ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 94,068.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 617.00/2 $ 308.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS ' 9L - BLEDSOF (7., OROVITIF CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 351.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ff Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N94 MOBILE HOME ON PERM FM Gas piping stem 1 - 5 outlets 15.00 _5.00 Building sewer 15.00 Mobile Home I s I G JWE(G?2o.o0 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LES Main Service ..VOR lES3 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license iS I� rce and effect. License Class U Lic. No./-� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc, eLDs. SO 3.5¢Fr; NOµR61D, T. MULTBRANCI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CR Ex. Occup. OUTLE70R FOfTURES 20 O I'00 BAL o •50 Ex. Occup. o�EED,S APP .DE 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'�EQm ensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Policy Number ()7/27r, (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of -California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Lab r Code, I shall fort witAh co 'ply with tho aprovisions. ----'"" "- Date 6 Signare of Applicant- ❑Owner ❑Contractor ❑ Agen J An O HA permit is requir for excavations over 5'0" deep and demolition or construction of st2r_ ures ov f 3 -stoles in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 459.50 HAz. D. FEES IMP X FLOOD X CDF X PARCEL X PO HD X ISSUE X This permit is hereby issued under of the Butte County Co 21 and/or indicate whic fees have By /"— PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date / 2YjE ere ReceiptNo. 314688 � Q5�3. 5n WHITE-D.D.S.-B.D. CANARY sa; PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF•.DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center. Drive a Oroville, California 95965 - Telephone (530) 538-75 1 PERMR NO. Rev.,2/g8) APPLICATION AND PERMIT 03 73 0 —04 Z X0'"10 BUILDING PERMIT J SO. FT. OCC. BUILDING VALUATION oWTa17 MALJdO SDI 6;:)Q ;: L „ �) � � \1L • CDS,— oOMr1Y1CTOM 7 MAtD10 a Aee OOASTRUCTIOM uolDER UDOOs,wLs4nooueas Fireplace Total Valuation = Mp rWTORVOLNM ucas�no —Filina Fee ti 20.00 Mc+eta oR oOoNmLs MALXPO aooPtsa Permit Fee W Plan Checking Fee i Energy Plan Checking Feei © l CQ _ PERMIT FEE _ LOTMO. subomme"N"a ►Mo EL 1M► PLUMBING PERMIT Filing Fee 240.00 USEO TRUCTURE SF Duplex O Mobilehome Other IPWWI Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 _ Each gas water heater or vent 15.00 TYPE OF WORK New AdditiorL O Remodel�0 InS7 O Other O Describe Work: ✓((/ ` 4 ( Gas tin tem 1 - 5 outlets 15.00 Building sewer 15.00 � Mobile Home S G W (&20.00 PERMIT FEE ! ELECTRICAL TERMIT Flip Fee 20.00 Main Service =o Lf3i 23.00 3 ,. *PERMIT FEE PAID SRA SHERIFF OTHER $ AMOUNT RECEIVED $Z4 F -e 50 l t *RECEIPT NUMBER �V * TO BE PUT INTO COMPUTER Service �► To 1~ 48.00 016oas.p10.Mum-ovn r @7.50 POWER ! r OccV . OVTLLT OR FO nines ao 1.00 aw .!e Occup. Foo APPve. Olt ounFn Ef10. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring23.00 PERMIT FEE ti / MECHANICAL PERMIT Filing fee 20.00 Heating CooPn Hood 8.50 Ventilation PERMIT FEE ! Mobile Home Installation Fee $ Energy Inspection Fee is "` TOTAL FEES nJ K4Z a WP This permit Is hereby Isaued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET -7 OWNER- ASSESSOR PARCEL ER: ` ` e�'O Proposed Building Use: IM 79, - Building Inspector: Date: oJ� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted ----------------------------------------------------------------------- --------------- Rlot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- :�ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans--------- E15. -------❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8azardous Material Form. ------------; ----------------------------------------------------------- (09eManufactured Home data and installation instructions including Tie Down Specifications. ❑ 0. Fees of $ -------------�%� - ------------- - - --- - Id�11. pact fees as shown on a attached schedul l -tea- 2. California Department of Fore pan approvaUfees. ---=---.i� - �Vsanitation ood elevation certificate.---------------------------------------------------------------------- `----------------- and plot plan approval Health Department. ------------------------- ---------- —Z ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -- ❑ 18. Contact Land Development about ❑ Iinprovements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number. --------------------- E123. Owner-Builder --------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ Letter of signature authorization. --------------------------------- L -------- M5. -------------------------------L-------- 5. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑ 26. Letter of intent on building use. -------------------------------------------- (Date) 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ /)�xisting violations and/or ex iced permits. --------------------- - Tb -------. ---------------- 0433 A, ant Deed, M.H. Title, k to H.C.D $ �a _ ��.--------------- ❑30. Other: _______ do you issue the enrit, process as follows ❑ Mail to owner, ❑Mailt ntractor. `C3 Telephone J� and hold for pickup at ©� • ffice. eliver With inspector. ST2vcT. f2EV/6y✓ 319101 /8/0/ f Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution de: By: Copy of plans sent ❑ Health Department, ❑ Fire Dept, ❑ Oth Date: By: 1. Index permit application for the above items number L4 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: )2 ' Plans approved by: Date: Sets of plans on h ld in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ ff 2. SCHOOL DISTRICT FEES I l ` (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $J Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x _$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # '7_) $200.00 (paid at' Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # ��--a°t�- 0�a DATE Q RECEIPT # DATE REC 31sC) q, K 3 at I c7) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) e O cM—OD7 ;v. BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM i (One form per Building) School District 1 1 l� Building Department No. A.P. Number — Jurisdiction: City ©County Property Owner Property Location/Ac Subdivision Lot No. Residential Development Sq..Footage g No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial 1 New Addition Sq. Footage (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) istrict Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) NWA Y, q 9("6- (City) (State) (Zip Code) has complied with the requirements of Resolution No. / / D by payment of $ ZA 1 pg , f representing /1 J square feet. AB 2926 --- FULL MITIGAylON S School District R presentativeU ( � Date 0 Paid by Check # Remarks: .Notice: You may y protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. K White (applicant); Yellow (building. department), Pink .(school district) feeform.xls 110/98)dmm IQ --A a BUTTE COU iWILDING DEPARTMEW, 4� 0 V E cl -', FIN. T-811 MIN. _ (2) 2"X fOP Ult n II I IiA�DER It I 11 211X MtV5LL, NAR. %EA1H. 5fA1H. a 6110.0. _�_ -1 - __ L. - K - w ------- 2'—All AAM 2"x4" MIN. 5GLV RZ IE017 a 51FAIWM JOIW5 (OMW FACT; t0 5WAIMN0 —� ii i� APA RA1E17 ffAlWi 5/ 8" MW. I,; I 1 AMEt7 fO ONE FACE. NAL WFM 8d COMMON OR 6WY . PDX NA1.5 II II 11 a 611 O.C. ALONG E176E5, AN712' 1 ii lotof li ii 11 Ij O.C. IN FELt7 1of 11 t70LOLE 51tV5 Af COMERS AV II I, I II' COM151NK N1175 & WA +M II MIN. 1/ 211 OAB. ANCHOR POL5 WtM I IIS I T' MIN. EMO VWW Af PANEL 0114M9 I • 1 POINf5 I fi 1LL J __--f HGL 70WN WI1H 1800# MIN. CAFAM 1 1 I 1 I I I I (51MP50N Ht72A, N75A 09 EQUAL) i II I I I I 2"X 5OLI! PL.AS f � 3/ 411 PLYWOOD f&G 9ffLOCK —, 211X MtV5LL, NAR. %EA1H. 5fA1H. a 6110.0. _�_ -1 - __ L. - K - w ------- 2'—All AAM I -----------------�-i --------------- ----------------------------------------------- AL ----------------------- ALTERNATE BRACED WALL -PANEL NOTES: 'Oil ---,� 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2320.11.4). For Single Story Buildings with Raised Floor (With noted modifications for two story buildings) ----- ��-____ 1 11 jl ii i� II jl I 1� II 1 II II II 11 II 1 ii lotof li ii 11 Ij 16 I 1of 11 II I, I II' II II II II 1 11 II ,1 II I I IIS I I II I I • 1 1 1 I fi 1LL J __--f I fi _--_ L LIl_ 1 1 I 1 I I I I 1 1 EO EQ EQ I -----------------�-i --------------- ----------------------------------------------- AL ----------------------- ALTERNATE BRACED WALL -PANEL NOTES: 'Oil ---,� 1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to coupling and holdown. 3. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 4. In the first story of a two-story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie -down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2320.11.4). For Single Story Buildings with Raised Floor (With noted modifications for two story buildings) A 2:z - -A 70 - 0,91 D �-D v&WS AAA 121A%VW1AK - P D-009 -,en'luo eg cc 4, 9�q 47 i f ,'2.'x � y � ��ove, sem. i� � J v orl E COUNTY LDING DEPARTMEN' T v 'A'PPR( I -M rz--ie, GARWE ... .... . .......... . . ..... .... aiew" [a a ........... . ........... Q4r4r.Lr UY C: Z 09 a m -0 r) n. %.- > m Z GARWE ... .... . .......... . . ..... .... aiew" [a a ........... . ........... Q4r4r.Lr AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 21 -Mar -2001 2001-0011181 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Section 26-8 of the Butte County Code requires this acknowledgment DEVELOPMENT The Property q gment to be recorded prior to issuance of a building permit. p perty described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to. inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertili7rrs; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Buttc Count• has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the Count)- of Butte, State of California. described as follows: X i I Date: o2 Z21 /O/ 1 State of California County of �GC)�Oxo ) Personally appeared known tome (or proved to me on the basis of satisfacton• e� idencc) to be the person(:) �� hose name(:) a c ul�scripersonally bcd to ally within instrument and acknowledged to me that/s}}�accutcd the same in that by �/h�r c�lgnature(s) on the instrument, the_ erson( s .or.the enti y he / cir uthorizc capacity(ics), and executed the Instrument. half of which the person(s) acted, WITNESS^)• hand and official seal. GREG MC CANH _ Signature Commission 01177161:. Z Notary Public - California > -�= SolanoCounty My Comm. Expires Naar 22.2002 J�. EXHIBIT A. V-11565 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Unincorporated, Parcel 1, as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on February 28, 1994, in Book 134 of Maps', at Page (s-1 15 and 16. RESERVING THEREFROM those certain rights of way and public utility easements as shown on the above referenced map. ALSO RESERVING THEREFROM that certain Water Line Easement more particularly described as follows: BEGINNING at a paint that bears- South 261, 25` 49" West, 16.12 feet from the corner common to Parcels 1, 2, 3 and 4 as shown on the Parcel Map filed in Book 134 of Maps, at Page 15, Butte County Recorders Office, said point being on the line common to said Parcel 3 and Parcel 4; thence North 870 211 4811 East, 334.32 feet; thence North 610 30' 25" East, 80.99 feet; thence South 740 12' 34" East, 66.67 feet; thence South 69° 01, 01° East, 69.13 feet; thence South 300 07' 43" East, 104.87 feet; thence South 620 45' 32" East, 191.29 feet; thence South 820 00' 35" East, 102.73 feet; thence South 890 271 08" East, 286.99 feet to the existing O.W.I.D. water ditch and the end of this description. The sidelines of said centerline shall be lengthened or shortened as necessary to intersect said O.W.I.D. ditch and said line between Parcels 3 and 4. The Basis of Bearings for this description is the same as shown.on.sai.d.Parcel Map 134 M 15. This easement is appurtenant to said Parcel 3 and shall inure to the benefit of said Parcel 3 and all owners, successors or assigns. It includes the right of the grantee to enter upon said easement at any time to inspect, repair, replace and maintain said water line and appurtenant facilities. PARCEL II: A right of way and public utility easement over Bledsoe Court as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, (Continued) V-11565 -CW State of California, on February 28', 1994, in Book 134 of Maps, at Page(s) 15 and 16,. above. EXCEPTING THEREFROM all that portion lying within Parcel I, above. PARCEL III: A right of way and public utility easement as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on February 28, 1994, in Book 134 of Maps, at Page(s) 15 and 16, above. EXCEPTING THEREFROM all that portion lying within Parcel I, above. PARCEL IV: A non-exclusive easement for road and public utility purposes over the North 60 feet and the South 60 feet of Block 133, and the West 60 feet of Block 127 of said subdivision. EXCEPTING THEREFROM all that portion lying within Parcel I, above. EN® OF DOCUMERT MH ridgebeam All framing material ' Douglas Fir #2 & better �1 tl 11 trusses/rafters pical 11 II ll II I( It II �t tl (I II t I I I l (( I l l I 2x8 ridge boards ( I I t►� II II tl II tl t1 Il jl �t II ll ll II I� I� I� II it it (I I� I► I! jl jl jl Il 1x6 laid flat 2-ilI10►Itld' at lII e� ach MH It truss/rafter I.� � 3-1-1I 6id rafIIII tItIler to lI(I1xIi,l 6 laid fla 3316d toe nailed I- 2x6 rafters @ 24"o. c. I l I; ?Y4 it 24' maximum lie 3 in 12 minimum roof pitch 2x6 rafter 20 PSF ROOF LIVE LOAD 1/2" APA rated sheathing 24/0 Exposure 1 8d a 6"o.c. edges and 12"o.c. field 4' +or- --� 2x8 ridge board 3-16d each rafter 2x4 2-16d @ each Post GABLE ROOF FRAMING PLAN State of California Department of Housing Division of Codes & Standards � ----'. _-'-` _.......... ' - (; 4 474 C. LIE �-_'---_- .---- --_-- + LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: D eAiEs Address: 3�.DSoE C7. 1"'A L c NKO AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality -Truss Design • Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report. defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. GABLE END DETAIL . SIRONGBACK (NAIL lU LEDGER 12' D.C.) (BRACED AT 55' O.C. I -, , LEDGER (NAIL TO VERTICAL W/2-IOd NAILS) ( K ) SPAC IMG FUS REFER TO SI PRODUCT AT] A35 IN FI C 11115 DWG PREPARED FROM-COMPIITFRINPIIT Fl nAnc R nimrNcinNfl cnnwl Tic av is ucc urn (SI) (M) 2x4 F.L. OR N.F. 12 OR I-- / BTR. SIRONGBACK BRACE (PI I PEAK PLATE TO MATCH( C0MGNI TRUSSES. (SI) SPLICE PLATE TO MATCH C94CH TRUSSES. (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION 10 WEB PLATIIIG: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TDENAILEO 111RU WORD INTO WEB 6 111RU WEB INTO CHORO ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI>, (Sl) 6 (111) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. , BRACED AT 55' D.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGOACK) MEMBER LONGER THAN 72'. ATTACH AT HIOPOINT Or EACH BRACE W/2 -8d CC0MIM0N NAILS. 24' MAX NOTE: CIIOP.DS i0 BE 2X4 FIR -LARCH 02 MNP. NOTE: THIS DETAIL HAY BE USED FOR 1RUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 8-1-0 3X4• 1 13-6-0 OUTLOOKER CR[TERIA PLT TYP. Wave TPI-95\11Design Criteria: TPI-95(STD 3.5' MAX. T'(P. NOTCH a 24' O.C. 1.5' MAX, 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIIGUT BRACING 00 MAX. LE1FIi TIF - W/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 30.0 15.0 0.0 5 0.0 P S F PSF P S F P S F P S F R E F R 9 9 2 DATE 03/19/98 DRW CD) 12 #1 7-9-0 15-6-0 11 & BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 O Q 0 O O ^ ^ _ O 1J 1 11\BUILD ALPINE Z�TRUS�S t_I '•—' �1 Q O O Q 1 J '•YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, RANKING. SNIPPING. INSIALIING AND BRACING. REFER 10 RIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE N 5111111X. iB7 O'ONOF10 DA., 51111E [00, MADISON• YI B]/10), FOR SAFETY PRACTICES PRIOR 10 ":F ":FORNIRO IH[SE FUNCTIONS. UNLESS OINERYISE 1NDICAI(0, 101 CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOIIOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELINO. ••IMPORTANT•• FURNISH A COPY OF IMPS DESIGN 10 IN( INSIALLAIION CONTRACTOR. ALPINE ENGINEERED ►RODUCIS. IMC. 1"ALL'N01 B[ R[SPONSIBI( F00. ANY OIVIAIION FROM IRIS DESIGN; ANY FAILURE 10 IN( IR USSES IN CONFORMANCE YITN I/1: OR FABR ICA I TND, NANOLINC• 5.1111:0, IM SIAIIAIION 00. BR AC IMO OF TRUSSES. INIS 0[SIGN CONFORMS MEIN APPIICABIE IROYI SIONS OF NDf (NATIONAL DESIGN SPICIFICAIION PUBLISHED BY INE AMERICAN FORCSI AND PAPER ASSOCIATION) AND 111. ALPINE CORNIC TO' AN[ MADE OF By ASI" ABS] OR]F OALI. fl[(l•. [ICIll AS .01[0• APPLY CONNECTORS 10 OAAWINGSC FE 110. 11SOfAIDN110NAtF. 0AN[101111[RCSIf I IS[AL ONHIS IRIS[0RAWINGPOSITION APPLIESCONNECTORS THEDESIGNPER OF INE LUSS 0[P IC II. HER[ AND SII ALL NOI B[ R(1110 UPON IN ANY OTHER WAY. OIr�OFESS/plq ��� •`��`„ W, y y�j V C49 s� CIVIL Of C LIFOR�\� T C T C DC D C T 0 T L L D L DL L L . L D . 30.0 15.0 0.0 5 0.0 P S F PSF P S F P S F P S F R E F R 9 9 2 DATE 03/19/98 DRW CD) 12 S E ON - 25458 DUR .FAC . 1.15 FROM PDC SPAC I NG s !• 1 00221-D8D HOMES - MULLER GARAGE - A] 28' COMN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS PIFR ITOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC BOT CHORD 2x4 DF -L #1 @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATES DESIGNED,FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 0 CXD cli N O z E W5X4 = C V A .. ... _ .. . I� O, P� ri. Q w w z W3X6(A1) W3X4 = W'^4 = W3X4 =— s c5 w W3X6(A1) w 200 L_ 14-0-0 I 14-0-0 I •I f 28-0-0 Over 2 Supports R=1156 W=3.5" Ta.. N_ PLT TYP. Wave TP[ -95 R Design Criteria: TPI(ST "WARNING 1RUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND 01111 NG. REFER TO IIIB•91 IHAMUUNG IIISTALLING APD BRACING), PUBLISHED BY TPI (TRUSS PLATE O IN STI TO rt, 583 D'ONOFR IO DR.. SI, TE 200, MAI, IS 11. NI 53119), FO1 SAFE TT PRACTICES PRIOR TO C� PERF ON MING THESE FUNCTIONS. UNLESS OTHERWISE IDDICAFEO, IOP CHORD SHALL HAVE PROPERLY ATTACHED nl STRUCTURAL PANELS. BO7r011 CHORD SHAH HAVE A PROPERLY ATTACOEU RIGID CEILING —IMPORTANT'- FURNISH A COPT OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. 4LPINE ENGINEERED C`1 PRODUCTS, INC. SNAII MIT BE RESPONSIBLE FOR ANY IIEYIATIOH FROM 11115 DESIGN: ANY FAILURE TO nT 8U1L0 TNf 1H us IH CO1F 01, MCI NITN 7V1; OR I'AOR If,}TING, HANDL LNG. SHIPPING, INSTALL LOG AND ALPINE BRACING Or iRUSSE S. THIS DESIGN CONFORMS WITH AVPIICAeLE PROVISIONS OF NDS (NAfIUNAI ULSIGH 00 SPECIFICATION PUBLISHEO DY THE AMERICAN FOREST AND PAPER ASSOCIATIOII) AND 7P1. ALPINE C-1-3 CON NE CTONS AMF MADE Of TOGA ASTM A653 GR40 GALY, STEf L, EACEPT 15 MO1ED, APPLY CUNXECIORS TO r EACH FACE OF TRUSS• AND UNLESS OTHERNI Sf LOCATED ON THIS DESIGN• VOSITION IOIIIIECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PR0rESS,1OHA1 EAGINEERING Alpine Engineered Products, Inc. RI SP ON SIB IL IT SOLELY IOR IIIE TRUSS COMPONEAT Df SI61, SHOWN. TILE SU IT Ae II ITT AND USE Of 1 111S $OCr�111Cnlo, CA 95828 CUHPON ENT FOA ANY PARTICULAR BUILDING IS TILE RES PONSIDILITY OF THE 0 It DING DE S IGIIE A, PfR AIISI/TPI 1-1995 SECTIO14 2. R=1156 W=3.5" +8-0-0 f Al BUTTE COUNTY BUILDING DEPARTM APPROVED CA 2 1 F Scale =.1875" Ft. w y� TC LL 20.0 PSF REF R427--22833 m TC DL 10.0 PSF DATE 02/22/01 BC DL 7.'0 PSF DRW CAUSR427 01053005 N 5 0 P, BC LL 0.0 PSF CA -ENG LVT/GWH * Feb 22 2001 f TOT.LD. 37.0 PSF SEON - 34829 �q DUR.FAC. 1.25 FROM GA SPACING 24.0" Ocivi1F�a TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan A had Sant to B.O. ! NUGL-� L 1/ I f J I �- pl S at - ci 9 -- z� -4 Z_-. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public P i ate Well Clearance for dwelling. Other �(,�-1 iU 'C " lir <L- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date .i - } I I � I I t Lu I > 0;4 'L t+ OU E- Q- (D Q—(D Imo/ \° row Q b S I I N �Y W-Zr �t r �(� S W L3 \ u 16'-8' � 9' 9' 12'-9' 16'-2' 4610 �p I 1V 4640 3658 3658 T/S / 60••^ DPT D/LL�I-- FAMILY ROOM BEDROOM #2 t-Pc D NN NG AR REFER �l� J�--JJ_ t7 ANT, on FIREPLACEOPT X wr'k OPT 1'� Sl.dfM� 6'=W ENTERTAINMENT 8 �ll 28 A� . ?_ / ® ® J �V CENTER SHELF RETREAT PLANT x 28�✓ 30 v �r�, J < 6 3f>— �`v 28 lk I - , �� ,o , e 0 a b ` , -,.)10-, FURN GABLE CLOSETV_-a zQ �oXQJ'v' DORMERLi - y z i 48 -SHELF D `o� 30 �. ri' 28--- -- r _�BOV o r_ _1 _ ! v� �BEDROOM #3 ---- I LiyING ROOM V'� MASTER BE Ra I 69O 328 3680 t 66'-8'`^ 17'-G'I WATER�3058�658 /n i 305i 3058 9 =s'JJ2' GAS—52'-6', SEWER I69 fi� {-, 15'-C' ELYCT RICAL ! ���I WlYkSui S� 5w 4'-0' 13'-10' I Fir ,I( SW apt- , Rr ISION j DATE $UNCRE$T T' H SULLIVAN E LE3%16'=t'-0' HOVEL NO. SERIAL NO.=OF . 1 JEND T❑ END W/F E UTILITY & G.BATN ATE-3/3/00 ;z-av17/OI C4b53G — 1 i tx . � . =� .- :; i. � i". �3'I 4se fvq 13 64- sl 3 th- 6 (,)3 . [ - e4&F-12001m. . ..... . 9-94C,L-n WAU _2 c1l Carve �._sl�f �._ OA/11 DX (q 12,KIA/009 kVl � 4�� 96,5- 0 12- p O�i /VA-7� , c 14AIel, ( 11;7& 12 . . ........ dezp you( 61d co W/ 1/0. C' t'= -- f io F 12'1 Flee- e7. I �gW- -v rl' 01 jv _ALE —(T)::: - ,47V H dvAlpo" ) r- 1.... BUSCOUNTY ?, - - -- - Am /' b, 5/- z 7.: WILDING A PPP OV F) GROUND MOUNTED PHOTOVOLTAIC 4.81KW ARRAY A � SPG SPG SOLAR 'VVLTWDRAWWA ""` CdfWKAW TNM WNO AMD AW DATA REV OATF 20 Leveroni Court NEAMA °M "'W°"=""D"'"T' TAMA "'M XCUI ARFGOEW"OF Aa Wa BCLM T- e1T1E �N�Z Navato, CA 94949 MCLOM. RUM. IN MOW """°`"" MGT W N.IAIEG. REPRODUM. COMM OYO.pLgw d1115iD.NTml)OINI/y4 mAM1' CA Lic. #759086 NMOF A OLLVfM WRWPWRIBM (415)883-7657 .�M OF WO 5A0 ASA AUMW W.SVMIif.,1VE R.G.GIM NC AU Rr,Ds RElERVEG a a (28) KD205GX-LP PV MODULES ON(1) SMA SB5000US(240) INVERTER (28) (180.00EC) (95.5%) >= 4813.2W AC TOTAL SYSTEM SIZE = 4813.2W AC'COUNTY TY . MAY 2 22048 REVISIONS ALVIN MULLER HOME DEECmpTm 6Y Gc'0 "PID 122 BLEDSOE COURT OROVILLE, CA X5966 JASON DUENSING ON DUENSNG 53"7P4M SPG SOLAR a ¢ SMEET NOEX ARCHITECTURAL PAGES.._.... COVER. _............ ». SITE / PLOT PLAN ......... ARRAY LAYOUT._..........A-2 STRUCTURAL PAGES..._....»». S. DETAIL -ELEVATION S-1 S.DETAILSIDE............... .sz ELECTRICAL PAGES_ ............. SINGLE 0I �c I m.1m e 1 � A 1 WIMING Divibi wner: PN: G07 7—?C)-Cxl-2 FILE CQB) `� c� 1. e 4 SIZE: GROUND MOUNTED 4.8 PV ARRAY TILT: 22 DEGREES AZIMUTH: 180 DEGREES D 299'-8" (28) KD205GX-LP MODULES STRUNG AS (2) STRINGS OF (14) MODULES ON (1) SMA SB5000US (240) INVERTER _ C '}PLANNING IVISiON - BUILDING PLAN PPROVAL Ln ol-64 524-7" 461'-8" Other.:.,. A.. LEAC I LD \ INVERTER AND EQUIPMENT MOUNTED ON RACK—, s A AC TRE 1" MIN 18" C sPGSPG SOLAR 20 Leveronl Court Navato, 9 CA Lic. #7 #759066086 (415)883-7657 5 POND 269'-9" JCH RUN TO PGE POLE SCH 80 PVC (MIN) COVER FILL IN TRENCH PROPERTY Of WO SOLAR. M:. - REVISIONS. -- COMMaKMLTgDRAWM3AIWN OATH REV DATE DESCMPION . OESOM" .ANO DOER ffO MTIOR CONTNNED - WMEN ARE 07ONCERIM AS PROPRETARY AM THE ERCLUME VINOPO n OF OO SOLAR K NO OWL ROT SE R Rtsmm. REPRODUCED. Com. DISCLOSED. OR USED. M WROTH OR IN RAW. FOR NIT PLOWOSS WTNOUT THE E a"O'" WRIREN - PEgpSIONOPAOULTALIn OROEDR WWWATNE OF SPO SWR Wn ALL logo" RlYRVED. 4 3t RESVENM @-fl X01 �vl X01 A —90'-4" PGE SERVICE ALVIN MULLER HOME SITE /PLOT PLAN 122 UWSOE COURT OROALLE, CA 95968 JASON OUENSING UsoN DUENSING &W794M 1 /64" = 1'-0" Sm SOLAR AA P.n-4 cam, SIELOM DEPARnENT EUBWffAL A-1 4?$m lo� A sPG SPG SOLAR MM.TMD VVMAM "` W i�ENILC. TMS OM W MD MC M1' DATA. 20 Leveron) Court ° "p1•A1O Oi SfO1 TM CMAH D IffmlAIR"mmom ASPROi1 "'Y—TIE so�R W Novato, CA 94949o.�� OF WO pCOPS CA Lic. #759086 TM (415) 883-7657 PEp OFF OI L.A .VtI1 ODO AT7IRS�R.,lv6 OF oro DOMA W. A111U(MS r+eseavEa ALVIN MULLER HOME 122 81EDSOE COURT OROVILLE, CA 95966 JASON DUENSING JASON DUENSING 5149794060 wn SPG SOLAR anv�: E ��l -"l 13vTTF at/Zi D - � / 00Y A ARRAY LAYOUT T/4n = 1'-0" BLo.Dm OEPARIiENT sua mAL A-2 i. I -V- I -V I -V / -V e O O sPG SPG SOLAR MM.TMD VVMAM "` W i�ENILC. TMS OM W MD MC M1' DATA. 20 Leveron) Court ° "p1•A1O Oi SfO1 TM CMAH D IffmlAIR"mmom ASPROi1 "'Y—TIE so�R W Novato, CA 94949o.�� OF WO pCOPS CA Lic. #759086 TM (415) 883-7657 PEp OFF OI L.A .VtI1 ODO AT7IRS�R.,lv6 OF oro DOMA W. A111U(MS r+eseavEa ALVIN MULLER HOME 122 81EDSOE COURT OROVILLE, CA 95966 JASON DUENSING JASON DUENSING 5149794060 wn SPG SOLAR anv�: E ��l -"l 13vTTF at/Zi D - � / 00Y A ARRAY LAYOUT T/4n = 1'-0" BLo.Dm OEPARIiENT sua mAL A-2 i. CONCRETE PIER 0 C C C C C C C 1 n77A r-uAKIKIcl mai CToI me ITEM DESCRIPTION 1 PV MODULE 2 B22 SINGLE STRUT 3 B22A DOUBLE STRUT 4 B22A DOUBLE STRUT n� (ITEM 2) 4'-7" 3:-3" KYOCERA KD205GX-LP MODULE PER MODULE: MAXIMUM POWER: 205W MAX POWER VOLTAGE: 26:8 V OPEN CIRCUIT VOLTAGE: 33.2V MAX POWER CURRENT: 7.71A SHORT CIRCUIT CURRENT: 8.36A m 01 2 I t qui X01 i®1 SPG SOLAR /ROPSAWOFSPO SOlARN0. REVISIONS .. ALVIN MULLER HOME W*4V4G ���'u'TM 'M 50�.4R 20 Leveronl CourtDESCRO Navato, CA 94949 CA Uc 10759086 (415)883-%65% AW M ANO CUM KGRMATION OONWS� BERM ARE CO31DEM AS PROPIETARf AM TM� ��.��. RorINwsa+m.RE'N000M.COiED. O"�" M OR N FOR AW wAouLrwno�oYZPFEBWAms OF SOLAR W- ALL RgMfS RESMIn 122 BLEDSOE COURT OROVILLE, ca►sssss STRUCTURAL D A ELEVATION RE DAI CE�PT� 6r COW AMD JASON DUENSING JASON DUENSING M -979-M �G SaAR vim: �Y cwnR,nw Z 71/llRl01N00EPARTLEM NTS ELW[TTAL4 S�� 3t _'_ M1z■ I C B G REQUIRED FOUNDATION DEPTH Material per ASTM, 2005 Modules in Landscape Orientation 18-1-A within top 6" Intermediate Piers End Piers 317—THOMPSONFLAT LOAM, 2 TO 15 5'-0" PERCENT SLOPES 5'-0" PV MODULES (B163) 22 DEGREE OPEN ANGLE BRACKET 8'-8" B22 CHANNEL (13104SH) 90 DEGREE CORNER ANGLE 3 HOLE B22A CHANNEL (DBL. mn 4'-6" 5'-0" CONCRETE PIERS: 12" DIAMETER BY 5'-0" ( MIN ), B22A POSTS RUN 3" FROM BOTTOM 8'-0" 0 � SPG SOLAR 20 Leveroni Court Nav to,Lic CA 94949 CA Lic. #759086 PROPERTY OF 60060`"` INC. CONFIDENTIALTIOTHIS TI MY DATA. HEREIN RE COMV OTHER NFORMON ONTANEE HEREIN ARE CONSIDERED AS PROPRIETARYRINC.A AND THE EXCLUSIVE PROPERTY OF BPO SOLAR INC. AND SMALL NOT 6EPUBLISHED. DISCLOSED. OR USED, IN V/AOLP OR N PART. FOR MY PURPOSE THOUT REPR00%W COPIED, EXPRESS (415) 883-7657 PRESENTATIVE PERMI981oN OF A DULY AUTNORI2ED REPRESEMATNE A DULY AUTHORIZED OF BPO SOLAR INC. ALL RIGHTS RESERVED. 6 4 B22 CHANNEL FOR CROSBRACING I" AT BOTH ENDS OF ARRAY AT HIGH SIDE B22 CHANNEL FOR CROSBRACING BETWEEN EVERY SET OF POSTS DESCRIPTION 1 C I v v B KYOCERA KD205GX-LP MODULE PER MODULE: ®� ��` MAXIMUM POWER: 205V1 % 00, 40, MAX POWER VOLTAGE: 26.6 V ZE`yo `i OPEN CIRCUIT VOLTAGE: 33.2V ®C MAX POWER CURRENT: 7.71A SHORT CIRCUIT CURRENT: 8.36A ALHULLER HOME STRUCTURAL DETAIL -ELEVATION 122 BLEDSOE SOE COURT OROVILLE, CA 95966 mmrme ure: )N DUENSING JASON DUENSING 5307&6060 NTS SOLAR WE: r2P` mur,ucroRwwae: BUILDING DEPARTMENT SUBMITTAL -- -� .S-2 421-08 E i I 6 (14) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 464.8 VOLTS TOTAL MAX POWER VOLTAGE: 372.4 VOLTS 4 ALL PANELS BONDED TO RACK WI(i)#12 BARE COPPER J KMW-Z GVNUUGIVKS(lUV' MAIC = U.O (1) #10 GROUND ( BONDED TO RACK) 30 AMP DISCONNE H36IRS SQUARE D SABLE W / A DC FUSE LOCKABLE 3R 3 -POLE SMA S65000US(240) INVERTER: PEAK EFFICIENCY: 95.5% MAX DC CURRENT: 21.0 A MAX AC CURRENT: 20.8 A INVERTER MOUNTED ON STEEL RACK SMA SB5000US 5.OKW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCS 2 90' AC CONDIUT RUN TO SERVICE 14/4' SCH 60 PVC (MIN 16' OF COVER FILL) (2) 96THWN4 CONDUCTORS (100' MAX = 0.9% VD ) (1) RIITHWN-2 CONDUCTOR(NEUTRAL) (1) #6 THWN-2 GROUND R#81 m 1 —200AMP #MEN SERVICE W / 200AA MAN --F30E 0 A 1 C I KYOCERA KD205GX-LP MODULE PER MODULE: MAXIMUM POWER: 205W B MAX POWER VOLTAGE: 26.6 V 9 OPEN CIRCUIT VOLTAGE: 33.2V MAX POWER CURRENT: T.T1A SHORT CIRCUIT CURRENT: $.N6A (28) KD205GX-LP PV MODULES ON(1) SMA SB5000US(240) INVERTER 1. ALL WOPER RK (28) (180.00EC) (95.5%) = 4813.2W AC 2. ALL DISCONNECTS NNENECTSSTTO O BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -0N -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL POINT OF CONNECTION:THE OUTPUT OFA A PHOTOVOLTAIC POWER SOURCE SHALL BE �0 g��� ������ TOTAL SYSTEM SIZE = 4813.2W AC� CONNECTED AS SPECIFIED IN 690.64(A) OR (B). ,L D,NG ®IV1810f\ WARNINGII ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LME AND LOAD SIDES. APDROV MAY BE ENERGIZED. SPG SOLAR KTIAL °"°'°`"""` DEVLsro"s ALVIN MULLER HOME COWgMAW0THOffVD T 118,7011*A "E17 �^� ^ by °�° Al" 122BLEDSOECOURT OROVILLE,CA95966 SINGLE LINE 20 Leveroni Court ^�°"E"KPROPP 0N�"� EIMI.RBCON�11l rF VG SOLM AM TE Navato. CA 94949 F%C1I =ORu ,. WIN= G .F i«I, �..� ..� Rar U amu• Ria OWM JASON DUENSNG JASON DUENSNG 530.9796060 NTS C060iE,=VATN.MWI E N WRMEN N1Y CALic.lt7s9086 ,K SPG SOLAR RfABiC110P • dl. wn7RRWn RE1161pIfiN6 (415) 883-7657 0,Wo00MRW-ALL AIMMRESMM 611UMDEPARY EMSUUMAu E.1 6 4 0 2 1 ( 4) K 205 P MO ULE (IN ERIE ) (4) K 205 P MO ULE (INERIE ) ALL PANELS BONDED TO RACK WI(i)#12 BARE COPPER J KMW-Z GVNUUGIVKS(lUV' MAIC = U.O (1) #10 GROUND ( BONDED TO RACK) 30 AMP DISCONNE H36IRS SQUARE D SABLE W / A DC FUSE LOCKABLE 3R 3 -POLE SMA S65000US(240) INVERTER: PEAK EFFICIENCY: 95.5% MAX DC CURRENT: 21.0 A MAX AC CURRENT: 20.8 A INVERTER MOUNTED ON STEEL RACK SMA SB5000US 5.OKW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCS 2 90' AC CONDIUT RUN TO SERVICE 14/4' SCH 60 PVC (MIN 16' OF COVER FILL) (2) 96THWN4 CONDUCTORS (100' MAX = 0.9% VD ) (1) RIITHWN-2 CONDUCTOR(NEUTRAL) (1) #6 THWN-2 GROUND R#81 m 1 —200AMP #MEN SERVICE W / 200AA MAN --F30E 0 A 1 C I KYOCERA KD205GX-LP MODULE PER MODULE: MAXIMUM POWER: 205W B MAX POWER VOLTAGE: 26.6 V 9 OPEN CIRCUIT VOLTAGE: 33.2V MAX POWER CURRENT: T.T1A SHORT CIRCUIT CURRENT: $.N6A (28) KD205GX-LP PV MODULES ON(1) SMA SB5000US(240) INVERTER 1. ALL WOPER RK (28) (180.00EC) (95.5%) = 4813.2W AC 2. ALL DISCONNECTS NNENECTSSTTO O BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -0N -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL POINT OF CONNECTION:THE OUTPUT OFA A PHOTOVOLTAIC POWER SOURCE SHALL BE �0 g��� ������ TOTAL SYSTEM SIZE = 4813.2W AC� CONNECTED AS SPECIFIED IN 690.64(A) OR (B). ,L D,NG ®IV1810f\ WARNINGII ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LME AND LOAD SIDES. APDROV MAY BE ENERGIZED. SPG SOLAR KTIAL °"°'°`"""` DEVLsro"s ALVIN MULLER HOME COWgMAW0THOffVD T 118,7011*A "E17 �^� ^ by °�° Al" 122BLEDSOECOURT OROVILLE,CA95966 SINGLE LINE 20 Leveroni Court ^�°"E"KPROPP 0N�"� EIMI.RBCON�11l rF VG SOLM AM TE Navato. CA 94949 F%C1I =ORu ,. WIN= G .F i«I, �..� ..� Rar U amu• Ria OWM JASON DUENSNG JASON DUENSNG 530.9796060 NTS C060iE,=VATN.MWI E N WRMEN N1Y CALic.lt7s9086 ,K SPG SOLAR RfABiC110P • dl. wn7RRWn RE1161pIfiN6 (415) 883-7657 0,Wo00MRW-ALL AIMMRESMM 611UMDEPARY EMSUUMAu E.1 6 4 0 2 1 F �/r�VVED BY E Co. FIRT DEPT. EPT. o; FOREST CRY d ac submitted oonditio ns P-,�,Y.M,, ALL STRUCTURES AND EQUIPMENT INCLUDIN�70 ' Ot�Z OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS.`���_ A SET BACK OF 30 FT. FROM TETE SIDE AND A✓TS ? O FT. FRo ! THE FEAR PROPERTY MINES AND b. FT. FRO^A THE ROAD CENTERLINE SHALL BE BUTTE COUNTY CLEC,t �, OF STRUCTURES AND EQUIPME—W EXCEPT FOR A 2 FT. SAVE OVERHANG. BUILDING DEPA,RTMEN1 APPROVED; __...�__.__..__..._..__.�................................_........-----.._..-_ y8y'O•/--- ....off-�J�i,G�'�S_ 2-0� � r� F �/r�VVED BY E Co. FIRT DEPT. EPT. o; FOREST CRY d ac submitted oonditio ns P-,�,Y.M,, ALL STRUCTURES AND EQUIPMENT INCLUDIN�70 ' Ot�Z OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS.`���_ A SET BACK OF 30 FT. FROM TETE SIDE AND A✓TS ? O FT. FRo ! THE FEAR PROPERTY MINES AND b. FT. FRO^A THE ROAD CENTERLINE SHALL BE BUTTE COUNTY CLEC,t �, OF STRUCTURES AND EQUIPME—W EXCEPT FOR A 2 FT. SAVE OVERHANG. BUILDING DEPA,RTMEN1 APPROVED; __...�__.__..__..._..__.�................................_........-----.._..-_ y8y'O•/--- ....off-�J�i,G�'�S_ 2-0� � n -2-7-::1--7 -L�Z AP# CDF FIRE SAFE REQUIREMENTS �.-6373 Ptt,,L � , ef/�7_W_ZhQ1__j PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte'County Building 'Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. ( 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of I curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. �.] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. (( ['f�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3. AP # PERMIT # NAME [1 1273.10 Turnouts. Driveways exceeding 150 feet in length, but II less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites -on driveways over 300 feet in length and shall be within 50 feet of the.building. 1273.11 Gates [�] 1. Gate,entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. (�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f'__lal inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] 1f Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves . - Interior automatic sprinkler system per NFPA 13D - Glass area nom to exceed _0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 4 LL X54 ter r N BUTTE COUNTY* Ln BUILDING DEPARTMEM APPROVED -e ;- - . ....... . ... . .......... ....... -------- -- I ----- - yg,w,0 Mobilehome Manufacturer: � `Y1 v'G_L — Manufacture Year: If other than single wide, furnish Setup Model Number: Width: (ft.) Length: (ft.) Tagalong or Expand _ On all mobilehomes manufactured after October 7, 1973, , furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other; SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SI2VC WID 0 E MULTI WME Lug 1 Lias 2 L a ... ..... LrN ? Line Mau 3eav ........................................... Line 1 • e 2 Lice 3 ................................. ...................................Lice 2 Main seam, ........................................................................................ Lice 2 Lige 1Vple e4 ue1 Line 1 Piers: Line d Openings Size minimum: x Size minimum: [ j x [ Spacing maximum: Each side of openings From ends -maximum: with width over: ' Line 2 Piers: Line 4 Piers: Size minimum: x Size minimum: , x Spacing maximum: i , p 8 Spacing maximum: From ends -maximum. From ends-maximumt-, Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): zl Z �2 3 xja 3 ' x 30 3G 30 'Z 0 12 elX 3 V V ZA M. BUILUINU UcrARTMEN PoRc!? V LD 1. Owner's Name:-- ' C I fit. Q 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ ) NOWermit No. S. Is the site an existing site? Yes[ ] No [rlOw yes, famish two plot plans). , 6. What is the electrical rating of the mobilehoine? `" X26 Amperes. y ; 7. What is the mobilehome site circuit breaker rafing?Amperes: ......... . a. What is the electrical rating of the mobilehome site? /DO --Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If•it is, whit is < the rating?Amperes. 10. Is there any other electric load to be served by the mobilehome site electric- service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[, ] Propane None[ ] 12. Size of as pipe at the mobilehome site from the meter or • tkT&. }.f:,inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM NWST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION �.. t`t, May 1995 S.5 TO'd , VZT=60 00-ZT-LSC` W 0 SW 70- yQ '-0' 9' 9' j 12'-9' 16'-2' IO' - 6' -8' 4610 �c i 4 4640 3658 3658 I w"ca r/s ]:. r nit L �' ti°� FAMILY ROOM BEDROOM 2 15Pc INN NG �R REFER 11� / a j PnRQH:l ryD_ OPT ye FIREPLACE UPT r � iENTERTAINMENT 2t TsA1P VE S SHELF NER RETREAT LT REAT LAN _ G 2/ r ✓ 30 v 61 23 FURN 2-4 GABLE DORMER CLOSET _ � z ux -PLANITh 1' -SHOWER- -SHELF SH❑,JER- ��� �1CVF D u ,_` �v?, 3G ��� 11 .2 ----- BEDR❑❑M *3 -_-- LIVING ROOM V'� MASTER BEDROOM RRO .32b : 3680 17'-0'I WATER 0 3658 /j� E 305 3058 i5'JJ2'r.,AS—j li 1! ��`lff fo}k 15'-C' ELkCTRICAL� \5� �„{�OL 52'-6' SEWER �S S ix u��rCu+ti 1 4'-0'— —IT-10'— A 13'-iG' 1��� Einw,-ll SW *r em- JR—Int, I REVISIrjN DATE Sl)NCREST Y' H SULLIVAN ALES/iG'=1'-0' NQDEL NO. SERIAL N0. SHT. 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(TT aUILDIf� PeR PI A 2 , ,_ . , ,,.,, _ _.1 , ,,, �., � t.l. _ .' ov�t_E INTERLOCKED I C G DEQ t I - OT S Af�fat.l T4>� Iw - ,, ... : v ,, „ n , . A ROM Gt7�S SPU ES ► CONT QO'11NG W I ; t.,. 7 �: ( L. oN TE l.11�. Q ( ::' X 8 6 B CK MA E\f-4U, � I I ' ,� ,; i, ," _ ! L DRAINPIPE ,R �arcT. 4 •, <,. ,.1 ,; .:: , � 1 4 Rt, $ A R .1 iA .v I INE PIER O 4P T� R e arc r - Lf 1 ! I ., ... 1 I S GUNQ ?IoN UY e CA H 1. � : , , . 1 : , .., 1,, ,1,. , :. a 2 O C, HOR Z. Ah A �'Er� F �4 12 X 12 'rROIXsN I L ,_ 1. , 4 � F' • „1; :1 u ` TE D I �.. ci< M.;r, .! 1. ,.. ,. M /S X• R OCK t PERPORA Q :. � _ I"� 5 �l ICY BLOCK �: ND N ' , t_ Y� � G A� FO A ! L � � CES E D FOUNDATION) =' C RE 5 ,. FRAM 1 • t 1 L C !�► !� � M: ,:,r . 1 _. .: 1 : 1 :, NOT WALL F E. L E u�A► , _ E r : \ � ! ,11,.1. -• 11 • r .. , ,I.�,'III THlS PLAN rL°►'( BE USED FaR A REct.5sEn oN RETE -r Ell 1 .A s n Co - 87E-M)Woov QTc cwt �4NY cortt311�.,T1�. 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