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030-470-035
30 47--35 JOHN WHEELER 5078 Larkin Rd, Oroville ;, ��' •P50r7- ;Larkin Rd;: '' ORp,�%iL`L Permit#2984-87B,P,E,M(new s gle family) mit #28=91A 1 A ,�t A. tractor ha Agricultural Bldg 'E.x„ �._ :s e ter cow 030-47-0-035 ',-93-1380 P,E,M•-' WHEELER, John 5078 Larkin'Road•, Oroville "� (Htg & Cool ing)SF„.:Wheeler-�.-Const'-��`- .. 030-4)'0-030 %`. 01-3107 i WHEELER�6011 V' TLS' t _5078 LARKIN RD; O.ROVILL ADD 3BRNAM M/2 VA.TT” — GAR' .. } � ;t, r 030-470-035 i' ;'_02-3479 4A ' WHEELER, JOHN AND DAWN " IN LED ,!5078 LARKIN RD,'.OROVILLE ..Q CONT: SUN" OWER' ROOF SOLAR;MOUNT';' - . �.. 030-470-035. ;• t 03-2.126. WHEELER, JOHN 5078 LARKIN RD, OROVILLE m Cont: PERFECTION, POOLS , POOL .� 030-470-035 06-0584 WHEELER, JOHN 5078 LARKIN RD,`OROVILLE Al CONT: OWNER'. t AG BUILDING,., ` 030-470-035- ; :� ; 06-1849 F WHEELER, JOHN 5078 LARKIN RD, OROVILLE Cont: MIKE HORST', t 'SOLAR(ROOF MNT) .Ob 1 F 1 5 'k !s 030 470-035 06-1849 � WHEELER JOHN Nt_ Ceti, N O T -E S ' 5078+LARKIIV RD, OROVILLS'i'• " -MIKE HURST i'courti 7-'7-- ,>Q.►AR(ROOF MNT)REIDENTIAL t j APN: Permit No. - Owner. ' Site Address. . t. Contractor. i IType of Permit: . d r SPECIAL CONDITIONS CHECKED BY a SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION rTEMS !, Q VERIFY Q USE PERMrf CONDITIONS Q SUBSTANDARD HOUSING' LETTER 0 ENCROACHMENT PERMrt 0 REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE a . DATE JOB FINALED: ' T - SIGNATURE: BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061849 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/01/2006 APN: 030-470-035-000 the Business and Professions Code, and my license is in full force and effect. License Class: C_—/o License Number. 3.1067 Site Address: 5078 LARKIN RD ORO Date: I f%(0 Contractor: 1 �S� �leGTr'. i, Map Index: Description: ROOF MOUNT SOLAR SYSTEM p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: WHEELER JOHN R & DAWN L JT 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 State License Law (Chapter 9 commencing with Section P O BOX 5262 7000). of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966-0262 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: HURST, MIKE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 15 OAKCREST DRIVE year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of sale.). 530-589-5330 MIKE-TERRI@SBCGLOBAL.NET ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: HURST, MIKE pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 15 OAKCREST DRIVE OROVILLE, CA 95966 Date: owner: 530-589-5330 MIKE-TERRI@SBCGLOBAL.NET WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 335967 ❑ 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrn.er and policy number are: J 4 Carrier: -•� [r, j u n(�1 . Policy#: Total Square Ft: 0 S. F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensationprovisions of Section 3700 of the Labor Code, Ishall forthwithwithcomply with those provisions. L•`�J �/Q Date: gh deo g Applicant: J� --r-. - _. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coyle and/or I hereby affirm that there is a construction lending agency for the of the or for which this is issued (Sec 3097 Civ.) Resoluti to do work indicated ove r which fees have been paid. O performance permit By Date: Name: Address:40(D_7e_)_ PERMIT EXPIRES ON: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte Cou ty to enter upon the above mentioned property for inspection purpoe� s. /) Print Name: I Signature: Date: C 7 ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-15-04 pg 1 • =OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS - DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fa11/C/0-Concrete . 4 .Wtr; Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-Clmcs-Gmd 'Amp -Concrete 6 Yard Gas; Loctn-Test Wrap • Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Une 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -Dimes 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs 0 Foundation ❑ 14 .Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers ---DATE DECKS -COVERS -CARPORTS -GARAGE S 1 ZoningSetbacks-Easements 2 Figs; SoilsSz-DpthSpacing-DnnctrsSteel 3 Decks, Girders/Joists-0cking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams4btrs-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns•CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing-VengerStucco-Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wali pnls a, DATE IPOOLS I. Setbacks -Easements 2 Soils; -CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Reptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -listed . 7' Elec Bonding; Metal w/5'-CrGtng Egp4itr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboeidsansultn to Main Conduit 9 Health Dept App' M 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide or ds dA #P Pool Drawing RESIDENTIAL (Single & Duplex) - DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 Insulation 401ms`s' do DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs-Nailirig Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8 fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops; Furred CeilingsStairs�Chasers-Tubs 22 Headers & Beams -Si &-Bearirig- 23 Hangers . -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Puriin-Roof Brac-TrussShthg 25 Frpic Ties or Type A Flue=Frplc Throat Clmc 26 Attic Acc; Si &Riaz Piton -Draft Stop4ns.Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire PAah Framing -RC Channel 29 Prprty Line Firewall & Opngs - 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 tnsultn-Walls-Ceilings 39 Infiltration -Walls -W ndws o' d� o' oma' DATE JELECTRICAL 40 Fxtr & Trnsfrmr Cirnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz ga QCU or [_AL AC Wire Sz ya Q CU or Q AL 48 Range Circ w Q CU or Q AL Oven Circ ga Q CU or Q AL Insulated Neutral QYes [:j No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtetn 55 DWV; Test Fittings & Anchr-Nail Prfctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tub' & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs ' 59 Fire Sprinkler; Test 60 Yard Gas.Piping o�° v?s` � , • os? DATE IMECHANICAL 61 AC Ducts Insultn & Support " 62 Vent Fan, Exhaust abv insuitn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrrn if Furnace In attic DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub AccSpa 71 GFl Are Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frple or Stove, Cime-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr, Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3' drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFl) Romex Prtctn 83 Insultn-Foam-looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clmc Dmge Planters Q Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, P1mb-Appinc-Frpic-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd 92 VnUtn thru House 93 Glass Prtctn 94 Corrections from previous Irispetns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO BP061849 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/01/2006 APN: 030-470-035-000 the Business and Professions Code, and my license is in full force and effect. License Class: (f--/ 0 License Number: 3.3S --26 7 Site Address: 5078 LARKIN RD ORO Date: I 8 Contractor: fx7 ��eG1�Y? Map Index: Description: ROOF MOUNT SOLAR SYSTEM p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: WHEELER JOHN R & DAWN L JT 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 Contractor's State License Law (Chapter 9 commencing with Section P O BOX 5262 7000). of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966-0262 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: HURST, MIKE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 15 OAKCREST DRIVE year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of sale.). 530-589-5330 ❑ I, as owner of the property, am exclusively contracting with MIKE-TERRI@SBCGLOBAL.NET licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: HURST, MIKE pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 15 OAKCREST DRIVE OROVILLE, CA 95966 Date: owner: 530-589-5330. MIKE-TERRI@SBCGLOBAL.NET WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 335967 ❑ I 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: �G�cCarrier: F6 n (�IJ Total Square Ft: 0 S. F. Policy#: ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, l shall comply with those provisions. pforthwith qZ Date: -ghb( Applicant:Ake- WARNING:Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Co a and/or I hereby affirm that there is a construction lending agency for the performance of the o for which this permit is issued (Sec 3097 Civ.) Resoluti to do work i 'tate ove r which fees have been paid. O Name: Date: IV Address: PERMIT EXPIRES ON: W07 (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte Cou ty to enter upon the above mentioned property for inspection purpo es. Print Name: Yl Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 1 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION [Website:'www.b`ufteecounty.net/.dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name Address L S-- C I irst Name e ® .•1 Address 7 o Vi'vi A4 City 0"0\/111(Q_ O\/ti Q_ State Zill �-/ (a Phone 53 9 _ � � Fax E-mail Fax CONTRACTOR Name Address L S-- C I City 0CPAzdStat('e_ Zip 6 Phone -a p_ ` Fax E-mail Lic. #335 % Caass`O APPLICANT SIGNATURE r, X A.44 For office use only: ARCHITECT/ENGINEER Name o v r_ z_— Ie C c Address SRA City I No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE r, X A.44 For office use only: APPLICANT INFORMATION Name o v r_ z_— Ie C c Address SRA City I No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE r, X A.44 For office use only: Zoning Property AddressQ / _ . �0 7 V (qtr k,k Flood Zone Cross Street r�o nti L je SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc . PERMIT NO. BP L BIN # PROJECT LOCATION A U30_4-70^0 Property AddressQ / _ . �0 7 V (qtr k,k City Oro Cross Street r�o nti L je WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. . LENDING AGENCY Name Address Description or Scope of Work: .7nS 4q l/ �rol,jr d Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. to order to renew action on an application after expiration, anew application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person. who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 �r REV 8-12-05 Received by: Amount: Bldg SRA Receipt #: 6 ( � Sheriff SMIP Date: -Other Total Page 1 of 2 �r REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: ;(A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. ' Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestryplan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541: EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fere payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 SO RMOUNTT" U.S. and other patents pending. Code -Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 �� ,;rl •fir Contents Letter of certification.........................................2 Part I. Scope, certification, and installer responsibility ......... 3 Part II. Procedures for code -compliant installations DONYTE COUNTY using the SolarMount Module Mounting System........ 4 c � nn� :fin � 'Flu) , "� ���.��� Part III. Installing SolarMount with top mounting clamps ...... � Part N. Installing SolarMount with bottom mounting clips .....15� Warranty..................................................20 UniRac welcomes input concerning the accuracy and user-friendliness Fr © h 2004 2004 by UniRac, Inc. of this publication. Please write to publications@unirac.com. All rights reserved. UNMAQ® Installation Manual 214 SolarMount Code -Compliant Planning and Assembly TECT0 29 March, 2004 Mr. John Liebendorfer UniRac, Inc. 3 M I University Blvd SE, Suite 110 Albuquerque, NM 87106-5635 Subject: Engineering Certification for UniRac's SolarMountTI'0 Universal PV Module Mounting System Dear Mr. Liebendorfer, 1500 �AR< A4FNJF =M.F RYVII I F CAI.IFORN-A 94603-3551 ' TEL 51.0 740 2400 •-7AX 510 740 34C5 Www Attached is the UniRac Calculation worksheet and Installation Manual 4214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004,'20 pages. I have reviewed these calculations, and certify their results are accurate.. The calculations determine the design level forces for wind, as prescribed in the Califoniia Building Code_ The adequacy -of the LINIR,kC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214. The calculations are -based upon: I.- "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. 'Makual of Steel Construction: Load Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, [L., 2001. 3. "Aluminum Design 1%,lanual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data - obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Nj Uxico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code - Compliant Planning and Assembly", Installation Manual #214, Pub. 040316 -Iii, (copyrighted by UniRac, Inc_, March ?004. Please call me if ela% questions°or concerns. N O va Sincerely Brian Spri /� TECTONLCS Architects / Planners / ➢aga 7 373 EXP 6 ^f�t�e&6' � •a Ar hlterts SAN FRANCISCO E MERYNILLE SAN DIEGO Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VN®RAQ® Part I. Scope, certification, and installer responsibility Please review this manual thor- The installer is solely responsible for: oughly before oughly before installing your ount system. Solarcodes, • Complying with all applicable local or national building including any that may supercede this manual; This manual provides (1) sup- porting documentation for • Ensuring that UniRac and other products are appropri- building permit applications ate for the particular installation and the installation relating to UniRac's Solar- environment; Mount'' Universal PV Module • Ensuring that the roof, its rafters, connections, and Mounting system, and (2) plan- other structural support members can support the array ning and assembly instructions under building live load conditions (this total assembly for SolarMount. is hereafter referred to as the roof rafter assembly); SolarMount products, when • Using only UniRac parts and installer -supplied parts as installed in accordance with specified by UniRac (substitution of parts may void the this bulletin, will be structur- warranty and invalidate the letter of certification on ally adequate and will meet page 2); the 2001 California Building • Ensuring that lag screws have adequate pullout strength Code and the Uniform Building and shear capacities as installed; Code, 1997, hereafter UBC 1997 UniRac also provides a limited . Maintaining the waterproof integrity of the roof, includ- warranty on SolarMount prod- ing selection of appropriate flashing; and ucts (see p. 20). • Ensuring safe installation of all electrical aspects of the PV array. Gage 2 YN®RAC® Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Part II. Procedures for code -compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- 1. Determine the Basic Wind Speed ing permits for installations using SolarMount— PV Module at your installation site Mounting System, manufactured by UniRac, Inc. Follow the six steps below and the installation instructions on For the United States, see "Minimum Basic Wind Speeds in pages 9-20 to install SolarMount in compliance with the 2001 Miles per Hour," reproduced below. California Building Code and the UBC 1997 If your installation is outside the United States or if you need Before proceeding, note the following: further assistance, consult a local professional engineer or • This bulletin addresses only wind loads on the as - your local building authority. sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. 100 9050 70 ao \\..r \7o i \XRT • V. ti / a.•l ,itfi 110 l -. �• 1 3t. \i no I I no \.: Bac C. vnr+C SPFFiI !n �>(,.' � ® AFFr]Ini vn'•:b 1iFEjit ra wMFt' CSR r•R::1 \.�>T^.N GCin CC'! /. urO ,1'C f.?iAr: i:]c:�; :', •t!:••^l•l! _ (tl,-:N ir. U.`•i l• :+tnU iCCC'•:il::pU:i�r.M:�'e+'�rtiVi "L4iJNi Vt •1)r.I :)aL'": i�L' ':.iNC :cfiU C•;,1 ��av�.:' �:: V �U.Ni'J F:t.11 ::. �'. >,:I; 1.•F. v rf.Jl'1 )l>IN) ry !tp 10 tlt+.0"Si -1-'J S A111 •�tiNiUUH Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, VoL 2, Structural Engineering Design Provisions, Chap. 16, Div. lII, Wind Design, Fig. 16.1, "Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). P>g. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VNAIMV 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: EXPOSURE B has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ing Design Provisions, Div. III, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. Table 1. Design Wind Pressure (pst by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). Source:These Design Wind Pressure (P) values are based on the formula P = C * Cq * q, * I (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design Provisions, Div. Ill, Wind Design, p. 38.10). Assump- tions: I = 1 and C = 1.3. w q 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing .. . Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. Po6e 70 80 Basic Wind Speed (mph) 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:These Design Wind Pressure (P) values are based on the formula P = C * Cq * q, * I (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design Provisions, Div. Ill, Wind Design, p. 38.10). Assump- tions: I = 1 and C = 1.3. w q 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing .. . Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. Po6e VNMRACe Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Table 2. SolarMountTm Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. Minimum Design Live Load as o Minimum Design Live Load as a Minimum Function of Design Wind Pressure Minimum Function of Design Wind Pressure Design Design Dead Load 20 psf 30 psf 40 psf 50 psf Dead Load 20psf 30 psf 40 psf 50 psf AstroPowerAP65,AP75 RWE Schott ASE 300 48" rafter (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA AstroPower AN I I O,APi 120 RWE Schott SAPC 165 (See Sharp NE- 1650 1) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT 190 64" rafter (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPower APi 165 72" rafter (foot) spacing 44 260 390 520 650 48" rafter (foot) spacing 31 194 291 387 484 Sharp NE -80U 1 64" rafter (foot) spacing 41 258 387 516 646 48" rafter (foot) spacing 33 158 237 315 394 72" rafter (foot) spacing 46 291 436 581 726 64" rafter (foot) spacing 44 210 315 420 526 BP Solar 375, 380, 580, 585 72" rafter (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND -123U 1 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" rafter (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" rafter (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160,4 ISO, 4160, 4170 72" rafter (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE -165U 1, NT 175U I, NT 185U 1 64" rafter (foot) spacing 44 279 418 557 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 110, EC 115 72" rafter (foot) spacing 53 310 465 620. 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND- 167UI 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FS50D 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SM 110 64" rafter (foot) spacing 47 210 315 420 525 48" rafter (foot) spacing 32 173 259 345 432 72" rafter (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" rafter (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" rafter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafter (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 524 Kyocera KC 120, KC 125G 72" rafter (foot) spacing 46 236 354 472 590 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ 140, SQ 150, SQ 160 64" rafter (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 72" rafter (foot) spacing 51 281 421 561 701 64" rafter (foot) spacing 48 284 426 568 710 Kyocera KC 158G, KC I 67 72" rafter (foot) spacing 54 320 479 639 NA 48" rafter (foot) spacing 28 169 254 339 423 SunWize SW85, SW90, SW95 64" rafter (foot) spacing 37 226 339 452 564 48" rafter (foot) spacing 35 190 285 380 474 72" rafter (foot) spacing 42 254 381 508 635 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" rafter (foot) spacing 30 162 244 325 406 SunW;ze SW 115, SW 120 64" rafter (foot) spacing 40 216 325 433 541 48" rafter (foot) spacing 34 190 285 380 474 72" rafter (foot) spacing 45 244 365 487 609 64" rafter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" rafter (foot) spacing 30 163 245 327 409 UniSolar 64 64" rafter (foot) spacing 39 218 327 436 545 48" rafter (foot) spacing 25 179 269 359 448 72" rafter (foot) spacing 44 245 368 490 613 64" rafter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269 403 538 672 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VM®RAC® Table 3. SolarMountTm Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must beat or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac, 20 psf Design Wind Pressure 30 psf 40 psf 50 psf 20 psf Design Wind Pressure 30 psf 40 psf 50 psf AstroPower AP65, AP75 RWE Schott ASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load (lbs) 429 526 610 680 Minimum Foot Design Live Load (lbs) 538 660 766 854 Minimum Foot Design Dead Load (lbs) 89 73 63 56 Minimum Foot Design Dead Load (lbs) 126 103 89 80 AstroPower ANI 10, AN 120 RWE Schott SAPC165 (See Sharp NE -165U1) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (lbs) 476 581 670 757 Sanyo HIT 190 Minimum Foot Design Dead Load (lbs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 451 553 636 713 AstroPower AN 165 Minimum Foot Design Dead Load (lbs) 76 62 54 48 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (lbs) 476 581 670 757 Sharp NE -80U I Minimum Foot Design Dead Load (lbs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 682 BP Solar 375, 380, 580, 585 Minimum Foot Design Dead Load (lbs) 90 73 63 57 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 431 528 606 683 Sharp ND -123U1 Minimum Foot Design Dead Load (lbs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 Minimum Foot Design Live Load (lbs) 480 590 680 758 BP Solar 3125 Minimum Foot Design Dead Load (lbs) 92 75 65 58 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (lbs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (lbs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (lbs) 424 516 599 669 BP Solar 3160,41 SO, 4160, 4170 Minimum Foot Design Dead Load (lbs) 72 58 51 45 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (lbs) 496 607 697 784 Sharp NE -1650 1, NT 175U 1, NT 185U I Minimum Foot Design Dead Load (lbs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Minimum Foot Design Live Load (lbs) 491 601 698 775 Evergreen EC 102, EC 110, EC 115 Minimum Foot Design Dead Load (lbs) 83 68 59 53 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (lbs) 494 605 693 780 Sharp ND- 167UI Minimum Foot Design Dead Load (lbs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 Minimum Foot Design Live Load (lbs) 450 556 639 717 First Solar FS50D Minimum Foot Design Dead Load (lbs) 71 58 50 45 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load (lbs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load (lbs) 84 69 59 53 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Live Load (lbs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (lbs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Minimum Foot Design Live Load (lbs) 429 526 610 680 Kyocera KC 120, KC 125G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Live Load (lbs) 468 573 662 740 Shell SQ 140, SQ 150, SQ 160 Minimum Foot Design Dead Load (lbs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foot Design Live Load (lbs) 497 612 710 788 Kyocera KC 158G, KC 167G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Live Load (lbs) 445 545 628 706 SunWize SW85, SW90, SW95 Minimum Foot Design Dead Load (lbs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (lbs) 470 575 664 741 Photowatt PW750 Minimum Foot Design Dead Load (lbs) 86 70 61 54 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 616 685 SunW;ze SWI 15, SW 120 Minimum Foot Design Dead Load (lbs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (lbs) 470 575 664 741 Photowatt PW 1250 Minimum Foot Design Dead Load (lbs) 84 69 59 53 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Live Load (lbs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (lbs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Minimum Foot Design Live Load (lbs) 459 560 650 728 Photowatt PW 1650 Minimum Foot Design Dead Load (lbs) 64 52 45 40 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 616 685 Minimum Foot Design Dead Load (lbs) 83 68 59 52 Vag. 7 VNMAC" Installation Manual 214 SolarMount Code -Compliant Planning and Assembly. 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing. If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMount foot spacing refers to the distance between feet on the same raiL Over- hang, the distance from end of the rail to the first foot may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Sources: Uniform Building Code, American Wood Council. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) 1` -out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See UBC for required edge distances. *Use flat washers with lag screws. Specific gravity '14" shaft;* 2%2 - thread depth Lag screw specifications 5/6" Shaft* per I" thread depth '/s"" shaft * per I" thread depth Douglas Fir, Larch 0.50 665 266 304 Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 588 235 269 Hem, Fir 0.43 530 212 243 Hem, Fir (North) 0.46 588 235 269 Thread depth Southern Pine 0.55 768 307 352 Spruce, Pine, Fir 0.42 513 205 235 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Uniform Building Code, American Wood Council. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) 1` -out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See UBC for required edge distances. *Use flat washers with lag screws. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VNORAcs Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the installation area .......... 10 Laying out L -feet ......... 11 Installing L -feet .......... 11 Laying out standoffs ...... 12 Installing standoffs ....... 12 Installing SolarMount rails .................... 13 Installing the modules ..... 14 mil Figure 3. Exploded view of a low -profile installation mounted flush to the roof with L feet. Table S. Part quantities Wrench End Mid SMR Series SolarMount Rail Sets (model no. = rail length in inches) %" flange '/a"" hardware 9/6`' '/s" footing '/e" flange Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) Wrench End Mid A" module %"k %_ %" flange '/a"" hardware 9/6`' clamps clamps clamp bops safety bolts nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 10 2 12 CTS 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 Mid Clamp End `e L-iooi �� t clamp Table 6.Wrenches and torque Wrench Recommended size torque (ft4bs) %,"hardware '/e` Is '/a"" hardware 9/6`' 30 QStainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. YN®RAC® Installation Manual 214 Laying out the installation area SolarMount Code -Compliant Planning and Assembly The installation can be laid out with rails parallel to the rafters (high-profile mode) or perpendicular to the rafters (low -pro- file mode). Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the rafters as much as pos- sible. Leave enough room to safely move around the array during installation. Low -profile High-profile mode mode i 1 The width of the installation area is equal to the length of one module. The length of the installation area is equal to: • the total width of the modules, • plus 1 inch for each space between modules (for mid - clamp), • plus 3 inches (13/2 inches for each set of end clamps). Figure 4. Rails maybe placed parallel or perpendicular to rafters. Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly UN!MC' Laying out L -feet L -feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the L -feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- I I mined in procedural steps 4a or 4b (pp. 5, 8). Figure 5 When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 13/4 inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. Overhang 25% typical Foot spacing each end 50% typical Lower roof edge I Rafters Figure 6. Low -profile layout 25% maximum typical each end 50% minimum typical 13/a ' Foot spacing Lower roof edge Overhang Rafters / Figure 7. High-profile layout Installing L -feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7 The single -slotted square side of the L -foot must always he against the roof with the double -slotted side perpendicular to the roof. UWRAC® Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). Figure S. Raised flange standoff (left) and flat top standoff used in con- junction with an L foot. When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by'/6 of an inch.. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. Overhang 25% typical Foot spacing -- each end 13/4"- 50% minimum _._,,..4.. __—•- typical Lower roof edge jRafters Figure 9. Low -profile layout 7/16' 25% typical � 50% minimum -- . each end typical Lower roof edge J.;, _I.._ - I; I Foot —'/ib" spacing I. I 1- I i I Overhang I' I b b ` Rafters Figure 10. High-profile layout Installing standoffs Ensure that the standoffs face as shown in Figure 9 or Drill 3/16 -inch pilot holes through the underlayment Figure 10. into the center of the rafters at each standoff location. SolarMount steel standoffs (1s/8" O.D.) are designed Securely fasten each standoff to the rafters with the two for collared flashings available from UniRac. Aluminum 5/,6" x 31/2" lag bolts provided with it. two-piece standoffs (11/8" O.D.) take all -metal flash - Note: You must verify that the lag bolts you use are ings, also available from UniRac. adequate for your installation by following proce- Install and seal flashings and standoffs using standard dural steps 4A or 4B (pp. 5, 8). building practices. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UNMAC® Figure 11. Splice bars slide into the footing bolt slots of SolarMount rail sections. Figure 12. Foot -to -rail splice attachment Aligning the Rail Ends: Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low -profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. -- Edge of installation area Figure 13. Low -profile mode Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the '/8 -inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. 'i Edge of installation area Figure 14. High-profile mode For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed. VN®RAC® Installation Manual 214 Installing the modules SolarMount Code -Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J -boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J -boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the first module with T -bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. Turn the second module face up (Fig. 16). With T -bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable clamps to rails with self -tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 15). Check that all flange nuts on T -bolts are securely fastened. Module 1/2' minimum _,frame L► ;&, X'//` module bolt al flange flange nut — Rail End clamp —� l .- Figure 15 Figure 16 Figure 17 L J -boxes Module frames i i '/V module bolt and flange nut Rail Mid clamp Figure 18. Mid clamps and end clamps for lipped frame modules are identical. A spacer for the end clamp is necessary only if lips are located high on the module frame. h¢ 1A High -lipped module (cross section) Spacer ow-lipped module aL (cross section) SolarMount rail SolarMount rail Figure 18. Mid clamps and end clamps for lipped frame modules are identical. A spacer for the end clamp is necessary only if lips are located high on the module frame. h¢ 1A Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VN®RAC® Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area.... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails... 18 Installing module -rail assembly.. 19 Table 7. Part quantities WA Figure 19. SMR and CB components SMR Series SolarMount Rail Sets (model no. = rail length in inches) Wrench Recommended %s" footing %- flange size Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CB Series Clip Sets (model no.= modules accommodated) '/s module 'A flange Clips bolts nuts C62 8 8 8 CB3 12 12 12 C114 16 16 16 CBS 20 20 20 C B6 24 24 24 CB7 28 28 28 CB8 32 32 32 Table 8. Wrenches and torque QStainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto para stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. Wrench Recommended size torque (ft4bs) X " hardware %a"" is %" hardware '116- 30 QStainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto para stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. VNHMW Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Distance between 1 log bolt centers - Distance between —; t module mounting holes t j PV module i { Module bolt Clip—� 4 IL Rail —� -- L-foot—►�L_:=- -Lag bolt Disionce between tog bolt centers .—Distance between module mounting holes O IT I: l r! Figure 20. Clip Arrangements A and B Pale 1 Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports—either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L -feet" (p. 11). Leave enough room to safely move around the array during installation. The width of a rail -module as- sembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Installation Manual 214 Laying out and installing L feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 0 (pp. 5, 8). Install half the L -feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code -Compliant Planning and Assembly VNMACO Raft els Figure 21. Rails laid out perpendicular to the rafters. RafIels Insall later Install later 11 II I c II ' .I Rnilt ! I II ll II P i if !I I I .I e--- - - - - -------- --.L"-!--------: (; Lower fI, roof Inslall now edge Figure 21. Rails laid out perpendicular to the rafters. RafIels e t , ! Mounting 40 ' block I .I fI, -kl , 1I� 1 Install f' Install L -feet L -feet now later c ' I ! f I Mounting i Rails -.!. block Figure 22. Rails laid out parallel to the rafters. ftp 17 YN®RAC® Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 19, p. 15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p. 16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. Installation Manual 214 SolarMount Code -Compliant Planning and Assembly YN®RAS® Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide'/e inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). • Mount in the lower hole for a low, more aesthetically pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L -feet" above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. Clip slots Mountirg slots (�T" '/�' • _ e Footing Flangr'iuf ball slot a Figure 23. Leg -to -rail attachment ftt. 10 UUMRAC° Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. UniRac, Inc. 1411 Broadway NE 505.242.6411 7�-••-••-.. ...,:_,, .. ,,,,.„ A13, _. __,..._ MI X ove n-1 Irnc TTrn cnc nwn GeIn r..,.. a SPECIFICATIONS DRAWINGS AND DIMENSIONS Model name PV-MF165EB3 Cell type,-,".. Polycrystalline silicon 800 (31.5) 16(l.8) 757 (29.8) 6x69 No. of cells 50 in series (00.35) Maximum power rating [Pmax] 165W�` c e Warranted minimum Pmax 156.8W I j I I A A (800(31.5) Open circuit voltage [Voc]30.4V Short circuit current (Isc] 7.36A • Maximum power voltage [Vmp] 24.2V r Maximum power current [Imp] 6.83A o } Maximum system voltage - OC 780V ' t ' Fuse rating 15A Output terminal Cable with MC connector ' H 1250(49.2) Dimensions 1580x800x46mm (62.2x31.5x1.8") Weight 15.5kg (34.2 lb) B e t Module efficiency 13.1% E , �e yy Packing condition 2 pcs -1 carton 4 x 03.3 (00.13)grounding hole t• ] Electric perfomtance represents values under Standard Test Conditions (STC:25 C, AM1.5,1000W/m2). Specifications are subject to change without notice. A -A B-8 30 _ (I 1 )g)" I Une: mm (inch) ELECTRICAL CHARACTERISTICS .� MITSUBISHI ELECTRIC CORPORATION - HEAD OFFICE: MITSUBISHI DENKI BLDG., 2-2-3, MARUNOUCHI, CHIYODA-KU, TOKYO 100-9310, JAPAN http://Globa1.MitsubishiElectric.com/solar BUTTE COUNTY' . BUILDING DIVISION APPROVED. Electric Performance Temperature dependence of Irradiance dependence of Isc, Voc and Pmax (Cell temperature: 25 C) ISC, Voc and Pmax (Cee temperature: 25 C) e 200 140 140 ` 7 120 120 6 150 g 100 Isc 100 5 / —V- E Voc OD .. m 4 100 a Pmax 60 60 �1^ ,. Isc 2{� 50 20 20 rnax f�, i• 0 0 0 0 0 10 20 3D 40 -25 0 25 50 75 100 0 200 400 600 60D 1000 1200 - - Voltage M - Cell Temperature ( C) Iffe" a (Wanr) —Current -Voltage — Power -Voltage Temp. Coen. of Inc = .0.05M C Temp. CDeif. of Voe = -0.346%1 C ' • Temp. Coen. of Pm = -0.476%1 C .� MITSUBISHI ELECTRIC CORPORATION - HEAD OFFICE: MITSUBISHI DENKI BLDG., 2-2-3, MARUNOUCHI, CHIYODA-KU, TOKYO 100-9310, JAPAN http://Globa1.MitsubishiElectric.com/solar BUTTE COUNTY' . BUILDING DIVISION APPROVED. Nor,4 �i*GYN. S-; [ rt - New Pv s '►1 verT� �y�y, •f � ^. s r { w` Fl: y ��r: t � l" -tib- � a� .. r •N ,i. i =1 a ,k fi Hwy � r.i �1�i1P '^� ' r `� � �t� •. •.l' • „� � ]r •�- 34.:?. - �yo7g ki� �d . ©r-o\j1'1(, BUTTE COUNT I BUILDING DIVISION' APPROVE® �I� 1 U P_ 'S' S 1 U 'S' J Q IZ ol Q &I BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. ?�,po6GS-g`I Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. D 3 0 -/ 7 0 _o .3 S— ASSESSOR C L N ZONING {� OWN �2v>rz� ca.�rczrzc�2 � r���-°9 PHONE NO, 2&V.7Y2vsr 33U OWNER'S ADDRESS LOCATION OF BUILDING -, 0� pJ USE OF BUILDING- ;W SIZE OF STRUCTURE %, j /,� " 14 SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME --)�— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATEQ COST OF CONSTRUCTION AG Buildingd shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: A 10 IA 1 FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals toco with the requirements in effect at that time and before occupancy. Date I 3&4 Signature of Owne Permit Fee -$109.98 The above described AG Building is exempt from a building permit. j J D� FLO D PA L P.D. F Receipt No. V( `�( I Manager Btyilding/Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Data—� NOTES RESIDENTIAL / 030-470-035 i V 03-2326 WHEELER JOHN a f PERMIT NO. 5078 I;ARKINRD, OROVILLI 1 Cont: PERFECTION POOLS',.-., POOL OOLS'.- POOL ' --4- 13 t SPECIAL CONDITIONS r CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i 4 I 1 1 s JOB FINALED (Date) _ j� SignatureWlw h y J=OK 0 = Not OK 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 "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 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 Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking 11. Ext.; Steps -Doors -Landings 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6:' Water; MH Test° 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits' 10. License Decals 11. Verify -#'s with Office Date Card B-1 Date Card B-1 Date Card"B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails - 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors f 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 Ca B-1 Date Card B-1 Date PO (Plans) OK except #'s tbacks-Easements LV/Soils; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5.. Elec.; Pool Lighting; 15 Volts-GFI 6. EI ., Enclosures; Conduit Entries -Terminals -Listed L,00Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxe -Enclosures-Panelboards-Ins. to Main Conduit H th Department Approval umb.; Cir. Test -Water Supply Test Light Niche 12. Enclosure; Fencing -Alarms DateCard B 1 Date Card B 1 Date ' CardtB-1 Date .Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) 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.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils_Steel-/ /" 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 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 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 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water - _ 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al _ 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35.''Smoke Detector ' 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1.' Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. . in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic - _ 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instid./Drive O Yes ❑ No/Walks ❑ Yes ❑ No/Planters O Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection - 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B ILDING DIVISION 7 County Center Drive • Oroville, Calilornia 95965 • Telephone ( 30) 538-7541—PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT - � l*� ASSESSOR PARCEL NUMBER 030-470-035 ZONING A—R BUILDING PERMIT OWN R t,rEHEE .ER, JOIN TELEPHONE 534-5950 SQ, FT. OCC. BUILDING VALUATION i'10Ytt ��.�'��.•.'^' .OWNER. IUNG DRESS SUI�3 1LE EN RD.OROUMLLE 95965 DD tROM SON POOLS _ HONE T 895-0437 CONT,VZ OFE MAR•11'J0 t_DRE T. QIICO 95928 li�•l �' CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 29 12M.W ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 278.W ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ n BUII�DV%/ 8iAK ADDRKIN EM RD. OROVILLE J Energy Plan Checking Fee $ PERMIT FEE $ 1,?1 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ 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: POOL, MASTER 401-51M Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT I Fling Feel 20.00 R LESS Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter g (commencing with Section 7000) of Division 3 of the Business and Professions Code, r and my license is inu11 force and effect. 6 ` License Class �.—� 3 Lic. No. � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier T�1 (*_Offs.) Main Service 200A TO IOOOA 46.00 NEW CONST. DWF911NG OCCUP. SO OR ADDNS. ( DW: ACC. RI S.3.5¢x. �F.F.R SIOT MULTI.OUTLET @7,50 PSINGOWELEPPARATUCIR.S e R AOUTLET OUTLET OR FIXTURES 20 @''� Ex. Occup.BAL @ .50 oE., Ex. Occup. (OUTLETS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 RMT, RE Tr Zn M PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number fi 2 `1 �.L'> "— D-4 (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' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date SignatLla of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 406. AZ. D. FEES IMP FLOOo X CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been B ��� / ��. Date y EXPIRES ON �i�/ITE-D.D.S.-B.D. y D provisions to do work paid. A 4 �% - to rReceiptNo. 'PERMIT CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oro Ville, dlir`ornia 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION AND PERMIT ASS ESSOR PARCEL NUMBER 030-470-035 ZONING A BUILDING PERMIT OWNER WHEELER JOHN TELEPHONE 534-5950 SO, Fr, OCC. BUILDING VALUATION OW 5 MAIUNG ADDRESS - 78 LARKIN RD.OROUMLLE 95965 -un t. 29 000.00 CONTRACTOR'S NAME PERFECTION POOLS TELEPHONE 895-0437 ODJADDRESS 20tST. CHICO 95928 CONSTRUCTIONLENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 29 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 278.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 21-00 BuITA RLARKIN HM RD. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 1 5_00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER #01-500 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W I @20.00 PERMIT FEE $ 35,00 ELECTRICAL PERMIT I Fling Feel 20.00 600V OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S 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 f II force and effect. S 6! _ q License Class Lic. No. � 1 'OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number -7 — ID (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 should become subject to the workers' compensa 'on provisions of section 3700 of the Labor Code, I shall f h comply h th se provisio s. R X v Date _ Sign atuMe of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. D E0. ff OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.5QFT; NEW REOSD. MULTI-OLm.ET 97,50 POWER APPARATUS 8 SINGLE OLJrL6T CIR. oimEr OR FocruREs Ex. Occup.BAL. .50 Ex. Occup. DuTLEtis Ra,D E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 P001, FIECTRIC PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 406. 00 HAZ. D. FEES IMP FLOOD X CDF PARCEL PD HD ISSUE / 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. - 01 19 S - By jDatet Ig PERMIT EXPIRES ON I-5/al-I YD e ReceiptNo. 385068/$406.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f,i .'i•H. ,.z,.r.•. •.. r `�1 ' O L� J `i `v :.,,fir S t J COUNTY OF BUTTE -DEPARTMENT O aDEVEL OPMENT SE VICES -BUILDING DIVISION ,. 7 County Center Drive, Orovilie, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER lV 3,O *?Q Q35 Proposed Building Use: I fUGQLoomp POOL, Counter Technician: Date: 9- S-03 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. 8nergy compliance design and supporting documentation in duplicate. `t ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, a l in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. 11 of these must be stamped and wet -signed -by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... U_ 417. Statement of Intent for Non -heated and A/C Buildings ................................... .. _18. Sanitation and site plan approval from the Environmental Health Department in , �,, ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) .................:.... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed, to owner) ..................... 1�0 29. Letter of Signature authorization..................................:........................... =.... 0 30. Recorded copy of Agricultural Acknowledgment Statement .................................... Q, 31. Manufactured home utility clearance............................................................... 4 ❑ 32. Existing violations and/or expired permits......................................................... t' ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issuedlT' (ephonej�o -7 X77 15% !F and hold for pickup. I have been info me of the above items and requirements for obtaining a building permit. Applicant: � Date: !� 6 1. Index permit applicat on for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of,the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by . Date: Plans reviewed by: Date: Plans approved -by: Date:. Structural reviewed by: Date: Structural approved by:Date: Note transfer by: Date: OW .' Yellow: Building Division E.M. USE ONLY Pio¢ Plan Attached sslots Plan Attachedd ©nt to 6.0.vl-eff i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0AJ Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other pP.oux M e -e - Hold final for: Final clearance O.K. for: NOTE: Environmental He 8/96 cialist Date '` `. t NOTES RESIDENTIAL 5 _ "030-470=03 01=3107—�X PERMIT N0WHEELER 4JOHN- 5078 LAR RD, OROVILLE ADD 3BR/FAMRM/2BA/ATT GAR 1. f t � t t� II SPECIAL CONDmONS �I SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �t j i JOB FINALED (Date) i Signature CHECKED BY V = OK 0 = Not OK = NofApplicable MOBILE HOMES = N$t Ready 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"ft./ /'LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing i Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date Date 7. Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Gas; MH Test -Demand -Valve -Connector Elec.; Receptacles and Lighting, Distance-GFI, 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Pool Lighting; 15 Volts-GFI 5. Drain; MH Test -Fall -Flex Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 8. Gas and Electricity Tagged Health Department Approval 9. Tie Downs -Type -Installation Cert. Plumb.; Cir. Test -Water Supply Test 10. Exits; Insp.-Sketch Light Niche 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-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 = OK Card B-1 Date Card B-1 0 = Not OK Card B-1 Date Card B-1 - = Not Applicable RESIDENTIAL (; = Not Ready Water Htr.; Vent -Access -Combustion Air Baffle Date jUnderfloor (Plans) OK except #'s Date Zoning -Setbacks -Easements -Flood -Slope 63. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date Stemwalls, Garage; Steel-Blockouts-Wrapped 58. Ho owns and Special Anchors 1, 7j?j d7i Slab, Steel -Wrapped Ti 60. Piers -Fireplace Ftg.-Steel 4--11'W-V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test If 17 (1 . 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 PLUMBING (Permit) OK except #'s 68 Water Htr.; Vent -Access -Combustion Air Baffle Date 46-Iffater Pipe; Test & Anchor -Nail Protection Date -O<V.V.; Test Fittings & Anchor -Nail Protection 63. 20. Shower Pan; Test, First Floor -Tub Access 5Z,oV'rqp9rty 21. ub & Shower, Second Floor -Tub Access 2. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 58. Fixture & Transformer Clearance -Ins. Protection 1, 7j?j d7i 21!E(ec. Receptacles Spacing -Lights & Switches at Doors Ti 60. ize Boxes & No. of Conductors Stapled 79. 2&-Ft-omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Guard Hails & Deck Construction -Post Caps 2 ce Circuits in Kitchen & Conductor Size GFI 81. Subfeed 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 At Insulated Neutral O Yes O No Clearance Looked under Floor O Yes 31. Service -Riser Conductors & Ground Main Disconnect 41 Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector 83. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 35. A.C. Ducts Insulation & Support 86. 16 -Vent Fan, Exhaust above insulation 3 Condensate Drain & Overflow, Size & Grade __:N,4 -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 tic Access & Platform if Furnace in Attic Exterior Elec. Trim, G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 90. 4 S'ts Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Gas Test -Meters Tagged, Gas -Electric ,,Zring Walls over Girders & Floor Nailing 92. 44/Draft Stop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs Energy Compliance Certificate -Other Certificates 4 . Headers & Beams -Size & Bearing 'Ingle & Duplex) Date FRAMING (Continued) 62. ar s -Post Caps -Anchors -Connectors 71. Cling. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 68 Tms or Type A Flue -Fireplace Throat Clearance Date Atti ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Date Windows or Exiting Doors -Sill Ht. & Dimensions 63. Garage Fire Protection Framing 5Z,oV'rqp9rty Line Firewall & Openings 65. Ef,Yboors-One 3' -Check Garage 3rd Story, 2 Exits 66. Stair idth-Headroom- Rise- Run -landing -Fire Protection 5 57. I ood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 1, 7j?j d7i hear Walls; Nailing -Bolts Ti 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 71. Elec. Outlets at Wood Panel, Int. & Ext. 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 -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 1 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. Wir. 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 Hails & 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 ] No/Walks ,J Yes J No/Planters 0 Yes ] 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: 1 ,AQ I I'Ll II WY61 :1111 A BUILDING DIVISION _ =- - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street.• Chico, CA • (530) 891-2751. x 7 County Center Drive • Oroville, CA- • (530)'538-7541 47 CORRECTION NOTICE y 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 contact this office immediately. "-;,J t( D Vj V Z- 04 'Atr .4 ,t i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville!, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) _ APPLICATION AND PERMIT o1-3107 ASS2SSAHPABO6UtJUNBEj{T ZONING BUILDING PERMIT GWNVVMHHN44WVHHEllE1/LJlEER TnW!t449 SQ. FT. OCC. BUILDING VALUATION 0 OwlMu"EAN RD, OROVILLE 95965 i689 CONTRACTOR'S NAME OWNER TELEPHONE PV 9i7206 576 GW 7488.06 _DEL EST. 3,000.00 00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace 110 LENDER'S MPJUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $445 95 BUILDING ADDRESS 5078 LARKIN RD, oRnVTTI.E Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT riling Fee 20.00 Each Trap 71 7.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY 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 R Remodel ❑ UBlities ❑ Installation ❑ Other ❑ Describe work: ADD 3BR, FAM RM, 2 BATHS, ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ REMODEL FXISTING HOUSE (FLOOD = X, 0980C) ELECTRICAL PERMIT Filing Fee 20.00 "OO„ OR 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 full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 4. 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 TO 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADONS. ( s Acc. BLDs. SO 3.50FT =REOSIDT RANCHO RCUITTS 97,50 POWER APPARATUS d SI NGLEOUTLET CIR. Ex. OCCU . OUTLET OR FIXTURES j 20 BAL @ 1.00 0 PP FIXED ALNS. OR Ex. Occup. ounETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 11 OA Cn WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure -for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Iing ee 20.00 Heating Cooling Hood 6� Ventilation PERMIT FEE $,- Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) . I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith ompl4y wi h ose provisions. X Date & -U l Sign re of Applicant - l\ Owner ❑ Contractor ❑ Agent An HA permit is required for excavations over 60" deep and demolition or constructionA of structures over 3 stories in heig ' . Mobile Home Installation Fee $ ' VV Energy Inspection Fee $ 46-00 OCC _ Co T. TYPE TOTAL FEE $ 1, 518.85 HAz O FEES I – D cOF – P HD Ids This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By vl�_700 PERMIT EXPIRES ON 3 the applicable provisions Resolutions to do work been paid. ate 2 �3 IF Date Receipt No. 3 WHITE-D.D.S.-B.D.CANARY-A E OR PINK-IN6PECTOR GO N OD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVF'LOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: (A) ka�� ASSESSOR PARCEL NUMBER- Q So y 749 Proposed Building Use: �� �� 914 `t Building Inspector: _ �d Date: /P /D - 0/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have beeri-submitted............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ Complete plans, 3/4 sets, signed by the preparer of plans...................................................................'" `' Engineered plans and calculations, 3/4 sets, with wet signatureon lans. All engineering must be shown on plans. .�i ... ..�!? ... f ..�. ❑ 5. Engineered,truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... ❑ Manufactured Home Data and Installation Instructions in luding Tie Down Specifications .............. 1 Fees of $ LP • q S C _. - 3ya3 ........................ .................. . 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 h -0 Environmental 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: 2' (B) Parking: ........... ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainaegal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number............................................................................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, Q Mailed to Owner) ............................................. ❑ 24. Letter of Signature Authorization........................................................................................................ ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ t ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, Q Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ❑ 30. Other .................... 4 When you issue the permit, process as follows: Q Mail to Owner, ❑ Mail to Contractor. Welephone and hold for pickup at & i • office. Deliver with Inspector. ; . Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, Q Fire Department, ❑ AX 1ution Date: By: Copy of Plans sent Q Health Department, ❑ Fire Department, ❑ Other Date: By: ► 1. Index permit Application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by: 9mone, mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: Q 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, ❑ Buildin Div' i n counter, By: Dat Plans reviewed by: • e—, Date: 1 ' 73' 01 Plans reviewed by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: s Yellow Copy - Department of Development Services - Building Division TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance A E.H. SE ONIY Plot Pion Attached Floor Plan Attached Sent to B.O. _ — Owner Location AP# Plan Approved for: Sewage Disposal Water Supply- \ •Public Private Well Clearance for dwelling. OtherT- Hold final for: Final clearance O.K. for: NOTE: 1= l, -L s -i ry Mn,/, ►Y\ v Tb Environmental Health Specialist Date f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 f SCHEDULE OF FEES DUE OWNER -1 0 �q lll V-/ h' —Zl Qi'-_ 7PROPOS D BUILDING USE,i;i� 1. BUILDING PERMIT FEES -- Balance Due ................ Cl 5 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2: SCHOOL DISTRICT FEES f (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Z" 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 #. ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC 3 3 23 3 4 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. DATE Pursuant to Government Code Section 66020, you are hereby notified that items 213,4,5,6,8,9, 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) A a; BUTTE COUNTY SCHOOLS, IMPACT, FEE CERTIFICATION FORM (One form per Building) s School District QV r 1�, Building Department No. A.P. Number M 4-10 0 3SJurisdiction: ^�� City County Property Owner Property Location/Address Subdivision Lot No. ............................................................................................. I�Residential Development " Sq. Footage 9 No of Living Mobile Home A ddioN .. Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): ................................................................................................................... Comrriercial/lndustriaf Sq. Footage t_ AddRion (Incivaing txtenor Roofed Areas) Ja x, 3 , zoo 2 BuildingDepartment Representative Date t,_J (Street Identification No. )VIII.e., 0 I �"'�rrmvi 11.x, (Floor Plans reviewed by School District 020091 School District certifies that has complied with the requirements of Resolution No. represe ting ' square feet. School'i)`istrict Representative Paid by Check # I Remarks: (Applicant) (Phone Number) (State) (Zip (Zip Code) j 05 '_Q ! C / %� by payment of $ AB 2926 FULL MITIGATIO $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm NOTES RESIDENTIAL PERMIT NO. T- ^02-3479 03 —035OHN 'AND'_D AW N , WHEELER, J 0R0VllI E ' S078 LARKIN RD,, T SUN POWER,'. pLAR:.MOUN1 ,. R� _Fs II SPECIAL CONDITIONS II , — SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY 4O 0 ;E Not OK . Not Ready NotApplicable 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;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 -MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced'Wall Panels . Date 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining. 4. Date 5. Card B-1 Date Card B-1 Date Elec.; Enclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards=Ins. to Main Conduit 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to.Grade-HD Approval 8. • Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line ' 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9; Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 -MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining. 4. Elec.; Receptacles and Lighting, 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 - Date Card B-1 Date . Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel -Wrapped 52. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 57. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 61. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 63. 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 24. Fixture & Transformer Clearance -Ins. Protection 67. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled G.F.I. & Bath Fixtures & Tub Access -Spa 27. Romex Installed Close to Edge of Studs & C.J. 69. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Stairs & Rails 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 71. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect Elec. Outlets at Wood Panel, Int. & Ext. 33. Equip. Clearances Panels-Motors-Mech. Equip. 73. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 77. 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Plb.; Elec. & Mech. Equip. Listed for Location 38. Condensate Drain & Overflow, Size & Grade 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 80. 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors Clearance Looked under Floor 0 Yes 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 83. 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) Stucco Brown -Finish 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 85. A.C. Unit Disconnect, Electrical -Plumbing 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: 1\ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7-541 PERMIT -NO. (Rev. 12/96) APPLICATION AND PERMIT <C)- ��' ASSESSOR PARCEL NUMBER 030-470-035 ZONING BUILDING PERMIT OWNER TELEPHONE 130-2777 .OW 5 NG WHEELER 5073 L AKIN RD. 9 OR-OVILU, a r SO. FT. OCC. BUILDING VALUATION 9500, CONTRACTOR'S NAME SUN POWER TELEPHONE CONTRACTORS MAILING ADDRESS 225 LARKSPUR ST. UNIT 117, S,!NN CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee -5/600 $ 25.10 BUILDING ADDRESS� Energy Plan Checking Fee - $ $ PERMIT FEE $ LOT NO. SUBDNISDNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF XX Duplex ❑ Mobilehome ❑ 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 0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GOOF S01.4R ROOF MOUNT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LE Main Service 200AORLESS 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 ' 1 Il r Qn effect. �] p—� �/J� License Class 1 Lic. No. 1 % D C} 1� 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. ❑ 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 worker ' ens ur�nF�ar i�eand otic mbar are: Carrier J .hlr� IL1�<J , _ . _ Policy Number , — (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 fo wi comply with se provisions. X /' ate Q at ire of App cant - Owner ❑Contractor Agent An OSHA permit is required for excavations over 5'0" c{eep and demolition or construction of structures over 3 stories in height. Main Service To 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BIDS. 3.52 FT: NON -RES D. NEW CONST. RANCH MULTI -OUTLET CIRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. OCCUP. OUTLET OR FIXTURES BAL Q'. 0 Ex. Occup. OUTIEEDTS (R6.1&) 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ° PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSU This permit is hereby issued under of the Butte County Code and/or indicat ove for which fees have B PERMIT EXPIRES O the applicable provisions Resolutions to do work been paid. Date 0-1, Date Receipt No. WHITE-D.D.S.-B.D. CANA Y -A E SOH PINK -INSPECTOR GOLDENROD -APPLICANT / .. Sunny Boy 250OU.MAE The leading grid-tied photovoltaic inverters in Europe and America The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the worlds most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real -world effuiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy, is a grid iod i�vg�te�� can recommend without reservation and install with co c . t MU BUILDING DEPARTMENT APPROVED DISTRIBUTED BY www.SMA-AMERICA.com • email: Info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 - Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for t - the Successful Photovoltaic Future - '.. t.: S • A _ vv. UTILITY ' f. - • SUNNY Bay )ON ' INVERTER GROUND NEUTRAL - - _ PV!+ u 2 OFF - . ' - ` ev- .. Pv AC' DISCONNECT SWITCH - DC, DISCONNECTF SWH ITC ARRAY ' SPecgicafFons _ AC - DISTRIBUTION PANEL EARTH GROUND a Inverter Technology Real sine -wave, current source, high frequency PWM " ! AC Input Vdlage 211-264 (240 V AC) or 183-2291208 V AC) ; Sunny Boy's unsurpassed reliability and , AC Input Frequenry 59.3-60-60.6 (60 Hz), 50 Hz also efficiency is tate result of SMA's ma' nufoc- TIC bW Voltage 250--60D V DC Luring philosophy that combines simple Peak Flower Traddng Vohage 234-550 V DC (at 240 V AC) design with robust execution. SMRs state -of - Minimum DC Input Vdtage 207-256 V dependent on available line voltage the -art maximum power point tracking performance results in Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) greater real-world energy capture than any other grid -tied PV ` Current THD less than 4% invertor Sunny Boys safety and reliability record is also exception- ' rPower Factor Unity y. • of due, in part, to the inverters redundant grid monitoring and ' Peck Invertor Fffciency 93%94.4% + built-in grriund fault detection and interruption protection. The Cooling Convection cooling (no tan) PV Start V0hW 300 ;dc: inverter's IGBT power stage generates a nearly perfect sine wave ` Maxukwm AC Current 10.4 A with the lowest harmonic distortion in the industry and meek new Maximum DC Current 13A ultra -strict FCC EMC standards. SMA's unique String Inverter tech - DC Voltage Ripple less than 5% nology makes future system expansion simple. Sunny Boy's option - Power Consumption 0 W nighttime, < 0.25 w standby al power line carrier communication capability allows for extensive Ambient Temperature -25 °C ... +60 °C data acquisition from one or many inverters with no additional Endoswe NEMA 4X stainless steel wiring. (Optional powerline modem required.) Other oammunica- Sim 434 W z 295 H x 214 D mm tion options are available to satisfy almost any application. Weight 32 h9 - CertTicafkons United States: , UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B r ` International: + DIN EN50082 Part 1, 61000.32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 SMA America , Inc., 20830 Red Dog Road, Gross Valley, CA 95945 Phone 530.273.4895 • Fax 530-274-7271 DISTRIBUTED BY www.SMA-AMERICA.com • email: Info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 - Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for t - the Successful Photovoltaic Future - '.. t.: SAP 110/AP 120 I ASTROPOWER 'I ""lscNhr•"'s Page 1 of 4 t. FAQ t; Employment 0 Site Map. " Search =` Contact Us m PROMM & SOLUrIONS IN\' W I'OR IiNF )RN-9,1T1(.1ty Al, IR(')PO\%-E�lt STORN' AR0t Ff SUI..AR PICA M Cells Modules Residential Syssmns Cowl Systems Pbwerpb m Inst iamil Systam Advan cd NxJum Where You Are: Home tProducts & Solutions (Modules LAP-110/AP-120 Learn More: Download Datasheets: AP -110 AP -120 APexT" Technology Module Inquiry Form Glossary Frequently Asked Questions Related links: Builders and Developers Residential Systems Off -grid homes Become A Dealer AP-110/AP-120 Module Specifications Key Features • Over 6.5 amps of charging current in full sunlight. • Ideal for AC and DC installations up to 600 Vdc (nominal). Weather resistant junction box for easy and safe field installation. • Dual low -loss bypass diodes for superior protection and minimum power loss when partially shaded. • 100% factory inspected to ensure quality and el6ctrical performance. • Heavy duty anodized aluminum frame provides strength and convenient mounting access. • Overall dimensions and mounting hole pattern conform to industry standards. • Certified to IEC -61215, the highest industry standard. • Both are UL listed. The AP -120 is also TW qualified. • 20 year warranty. http://www.astropower.com/apl 106ap1206.htm 1 10/1/2002 ',"I 1 U/API 20 Download AP -110 Tech Sheet in :pdf format Download AP -120 Tech Sheet -in .p&'format KW . C� WWRMSFAM Page 2 of 4 TW Typical Electrical -Parameters Standard Test Conditions: Irradiance =1000 w/m2; Cell Temperature = 25oC; Solar Spectral Irradiance per ASTM E892 (1.5 air mass) AP -110 AP -120 Peak Power (Wp) 110 watts 120 watts —�-- "M W6a', 2S degTom„ Open Circuit Voltage (Voc) 20.7 volts 21.0 volts Maximum Power Voltage (Vmp) 16.7 volts 16.9 volts Short Circuit Current (Isc) 7.5 amps 7.7 amps Maximum Power Current (Imp) 6.6 amps 7.1 amps Maximum Series Fuse 15 amps 15 amps • a . T ' 6 AP -110 w s w 4 Current-Voltagecc _ Output Curves 2 0 s V. a —�-- "M W6a', 2S degTom„ 80 deg 7u,� ' ^- 8001fa', 4S dog. T4„ 0 S t0VOLTS is 20 2s II http://www.astropower.com/apl 106ap 1206.htm - 10/1/2002 AP 11 U/AP 120 AP -120 Current -Voltage Output Curves Page 3 of 4 o . S m is m zS VOLTS Typical Electrical/Mechanical Parameters 45 oC Nominal Operating Cell Temperature (Irradiance = 800 w/m2; Ambient (NOCT) Temperature = 20oC; Wind Speed =1 m/s) Short Circuit Current Temperature +0.6 mA/oC Coefficient Open Circuit Voltage Temperature -0.08 V/oC Coefficient Typical Fill Factor 71 % (AP -110) 74% (AP -120) High Voltage Standoff Potential 2200 volts Ground Continuity of Module Frame <1 ohm 50 lbslft2 (125 mph equivalent) Weight (Wind) Bearing Potential 2400 N/m2 (200 kph equivalent) 1" at 50 mph Hailstone Impact Resistance 24mm at 80 kph 26.1 lbs Weight 11.9 kg 58.1 x26.0 x 1.4 inches http://www.astropower.com/apl 106ap1206.htm 10/1/2002 'AP 110/AP 120 Dimensions Physical Specifications Page 4 of 4 1476 x 660 x 35 mm II. � {647A.mmi d 1 f . is h. , . X.O ..& AP -110 Tech Sheet in-.pdf format Me �1 AP -120 Tech Sheet in .pdf format AstroPower, Inc. Solar Park Newark, Delaware 19716-2000 USA Tel: 302-366-0400 Fax: 302-368- 6474 Copyright 0 2002 AstroPower Inc. All rights reserved. http://www.astropower.com/ap1106ap1206.htrn 10/1/2002 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. RG 0a -aa, Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSE�S2SOR PARCEL O. _ ZONING OWNER . 1 _ L PKONE NO. OWNFt A R S i 1 ► r 1 LOCATION OF BUILDING USE OF BUILDINGSi ll 4P. M 04 SIZE OF STRUCTURE X _ - S -DLL SO. FT. TYPE OF CONSTRUC N: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDINGc ROODQVERING FLOC z'i t E TID COST OF CONSTRUCTION $ i DIC) o AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a, minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Dat 20-2Z'/:� Signature of Owne Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. 3 5/ d PP , Ccc� 533 - y33a Manager Building Division : L,V kL'r� �l Q a'o oy- 5a1�- 0941 By White —DPW, Yellow — sessor, Pink — B. I., Goldenrod — Applicant Fr I PARCEL I P.D. I ROOFING I ISSUE Date �j BULL®IkG,,DIVISION COUNTY OF BUTTE - DEPARTMENT. OF"DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT . PERMIT NO. AG W -aa-_ Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or arplace of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSE��R PARCEL NO. _ ZONING t•- S_ 1`` JD OWNER � Ski Sek110� PHO 3 OWN�!f AD RE•SS LOCATION OF BUILDING USE OF BUILDING IAQL�JYl SIZE OF STRUCTURE d ' X_62a' SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME V/ STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN 'V�oc ROO�F C, qVERINGG �{' e FLOC TYPE E TIMATED COST OF CONSTRUCTION $ �t00 () AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the,applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area -shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Dat 0-2 Signature of Owneril aJK4 Z' Permit Fee - $60.00 The above described AG Building is exempt from a building permit!' Receipt No. —3,q 31# d F I FRD I PARCEL I P.D. I ROOFING ISSUE O&W 533 - t-/ 3-3 Manager Building Division LJ kL ,',,`n 5a0-090/ By Date White —J W, Yellosessor, Pink — B. I., Goldenrod — Applicant C BULL.DING,DIVISION COUNTY OF BUTTE v DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. AC, W -aa Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING t OWNER( c C. � -�- SON -3Q --L1 q Q OWNEFq ADDRESS ) I A !! � 6t LOCATION OF BUILDING G USE OF BUILDING �� ii .. 't h' Y" A J C n Ad 11-A SIZE OF STRUCTURE Q,� 3 0 X � ' ,, _ \ SQ. FT. TYPE OF CONSTRUCTION - WOOD FRAME v STEEL CONCRETE OTHER (Specify) TYPE OF SID ROO FLOOR TYPE OC- 5't'eERI�NC� t E TIMATED COST OF CONSTRUCTION $ �(r) , C)D() AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the, applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date. / 0-2 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. ?�' U --:s 4 —3 Manager Building Division By u White — DPW, Yellow Assessor, Pink — B. I., Goldenrod —Applicant F • D I PARCEL I P.D. I ROOFING I ISSUE Date 4 BUI,LDIN-G,DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. AC -7 rl,2 `0) Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING OWNER�' S S � + PHONE NO. � � a 't -I �, �i D f F ,, c' c r� OWNER>S ADDRESS kLi W , aa 8 LOCATION OF BUILDING' USE OF BUILDING SIZE OF STRUCTURE X 12 ) _ \ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME >� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF,COVERIN FLOOR TYPE — \ll 0 ee?� tirt ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the,applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before r occupancy. /0-2 Date. Signature of Owner-),'i.� Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. 22, F D I PARCEL I P.D. I ROOFING I ISSUE rI I Manager Building Division n A I' �, ,^k- rY �'�- 6;47el By Date White — DPW, Yellow Assessor, Pink — B. I., Goldenrod — Applicant January 3, 2001 John Wheeler 5078 Larkin Rd. Oroville, CA 95965 0 • Department of Development Services Assessor Parcel Number: 030-470-035 Building Permit Number: 01-3107 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. , PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 0 1. All additions to single family dwellings require that a floor plan of the existing house must be', p, included as a part of the plans. This part of the plans must show house as currently existing and must include all changes that will be made to the existing house. All current window and door openings and sizes of opening must be shown; plans must be fully dimensioned. New opening must be shown with dimensions. Owner is to provide a contractor's estimate for all remodel work, this estimate must be per market value of time and materials; even if Bona ed,,rZ,/S r below market value products or builder's time is used in the construction. Cacti( 4�o awfiOrq:3Sl4 ©1` :rovide a full foundation detail of the existing`structure, which will be used to support this . new addition. As it now supports two floors and a roof, this foundation must show all ^_ requirements for a two-story structure. Ott Provide an engineered design of gravity loads for installation of new paralam beam. Show n, all supports for this beam. �# Plan will be noted for you that all walls, ceiling and structural supports for the second story are to be covered with 5/8t''s Type X sheetrock. Plan section showing 1/2 inch sheetrock is to be removed from the plans.pvjhv- nJOA All bearing walls, including new bearing wall between existing and new addition and at n staircase shall be of sufficient size to support loads. Provide gravity design to show 1 adequacy of walls and show footings under all interior bearing walls, including at staircase 1 of 3 and any walls supporting loads from ceiling joist. Plans are to clearly show load path to the de- foundation. rovide gravity load design for deck. Spa loads are to be include with design. Rebar is required to be installed in the top and bottom of foundations. Plan currently shows just one location for rebar. Revise plans accordingly. Remove all items from the plans, which will not be constructed, i.e. stucco and brick wainscoting. o ® Provide a soil test that shows index rating. Provide and engineered design for the foundation f the index rating is 20 or above. This area is known to have expansive soils. lans must show the required air infiltration barrier that meets the requirements of the State /energy code. All requirements are to be on the plans. The construction details note in the energy calculations do not match the plan for floor assembly. Revise the construction detail in calcs to match what is to be built per the plans. Roof area is not 1689 square feet, as this is the square footage of entire new living area, not roof area. Revise for correct square footage of roof over living space. d�C0Braced wall panels shown on the plans are not located and/or do not meet the requirements of the Uniform Building Code in the following areas: (1) at the front of the garage — ��` ' foundation may not be depressed before 4 foot requirement is met for the braced wall panel length, in additon, required rebar must continue across garage door opening. (braced wall panels shown on upper floor, stepped back 6 feet from the front of the garage are not permitted in this location for the following reasons, one braced wall panels are to continue in line from foundation to roof only with permitted code setbacks and construction requirements. Panels are also too narrow per code requirements for minimum 4 foot panels on a second floor. (3) wall located between existing.house and additon has removed required bracing for existing structure and does not meet requirements for bracing to be located within 8 feet of the end of a braced wall line and required bracing for the second floor supported at this location does not meet code requirements for braced wall panels located over opening below. (4) at the rear of the house, trusses are required to be both supported on a braced wall line and braced wall panels must start within 8 feet of the end of a braced wall line-rear deck and covered area does not meet code requirements. (5) interior bracing is required whenever a structure exceeds 34 feet, and these panels must meet requirements of code for specific placement. As these plans do not meet code requirements for braced wall panel, please provide a full lateral design of this structure and of the wall line between the existing and addition. Plans and calculations are required to be stamped and signed by the design professional and all requirements from the calculations are required to be on the building plans. The design professional will need plans of the existing structure as well as the changes to be made to the existing structure in order to complete his/her design. X171. Design professional is to provide a letter that he/she has reviewed and approves the trusses k, per lateral design submitted. 2 of 3 E STRUCTURAL COMMENTS: structural review will be done after requested items are submitted. PART -H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Balance of Building Permit fees to be determined at second plan check. 3. Impact fees: 3.1. Complete and return the Butte County School Impact fee certification form. 4. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Philo Hunt, P E Plan Check Engineer. 3 of 3 PROJECT PROCESSING RECORD Applicant: �) wPermit #: A.P. # D90 ' 4`10 Owner: f Work Description: �� �y ` G"fht Date Description of Step • Owner:'j Qw►k . W V l C(?Ae1_ Building Permit Number: 0[-3(Q-7 Plans Examiner: Martha Christy A. P. Number: ©3(!) - 4-1 GENERAL: Zoning requirements — (number of permitted living units). p Plans signed by the designer.— �. Proper description of work on the application. Existing violations on the property. COn 10_� Recorded notice of violation. 42 ex15f/n aCQ ;)Building permit valuation. ji�_ml e. LOT PLAN: X Complete parcel size and dimensions. GtGt+' 67-j ex/S�/ 1� ,Y. Setbacks, side yard, easements, etc. fj y� /ar A 1t�'J 3.• Other buildings or structures. / `s tet! Grading, fills and/or drainage. Flood hazard. !' Special conditions on Parcel Map: Noise EJSRA ElFire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees [31 Federal ?yid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land, Development) FLOOR PLA`: p it Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). % Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net �1 clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". v� When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). ✓i- Skylights (Uniform Building Code section 2409 & 2603.7). jl Glazing in Hazardous locations (Uniform Building Code section 2406). ./Z1 Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 fat measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purpose's, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 30.5). Garage firewall separation - required on garage side includin su porting walls and posts (Uniform 5, g '5 ��� Code section 302.4 exception #3). Of 2 P l a4,7— ct Cei Jl r7/ �v Under no circumstances shall a private garage have any opening into a room used for sleepidg purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UNiC section 205 confined space & 223 unconfined space & 304.2). . Smoke detectors (Uniform Building Code section 310.9.1). Paget of 2 RESIDENTIAL PLAN o� o <.. ° ° REVIEW GUIDE o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner:'j Qw►k . W V l C(?Ae1_ Building Permit Number: 0[-3(Q-7 Plans Examiner: Martha Christy A. P. Number: ©3(!) - 4-1 GENERAL: Zoning requirements — (number of permitted living units). p Plans signed by the designer.— �. Proper description of work on the application. Existing violations on the property. COn 10_� Recorded notice of violation. 42 ex15f/n aCQ ;)Building permit valuation. ji�_ml e. LOT PLAN: X Complete parcel size and dimensions. GtGt+' 67-j ex/S�/ 1� ,Y. Setbacks, side yard, easements, etc. fj y� /ar A 1t�'J 3.• Other buildings or structures. / `s tet! Grading, fills and/or drainage. Flood hazard. !' Special conditions on Parcel Map: Noise EJSRA ElFire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees [31 Federal ?yid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land, Development) FLOOR PLA`: p it Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). % Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net �1 clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". v� When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). ✓i- Skylights (Uniform Building Code section 2409 & 2603.7). jl Glazing in Hazardous locations (Uniform Building Code section 2406). ./Z1 Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 fat measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purpose's, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 30.5). Garage firewall separation - required on garage side includin su porting walls and posts (Uniform 5, g '5 ��� Code section 302.4 exception #3). Of 2 P l a4,7— ct Cei Jl r7/ �v Under no circumstances shall a private garage have any opening into a room used for sleepidg purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UNiC section 205 confined space & 223 unconfined space & 304.2). . Smoke detectors (Uniform Building Code section 310.9.1). Paget of 2 v l � ,W� Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). gearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support 4l all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: C" Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels ►rnQ' ,6R must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not ('moi �i! r�J ► ,0 exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall �� rr y lines must be continuous throughout the structure. ii,-Oj 1 0 A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building /AC&;&& that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depictin the designed elements and cover sheets p •fit of calculations. 1 - Sit, 60rd 3 Clerestory requiring balloon framing and/or engineering. Jnr J 4 Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 1� 5 Floor construction details complete enough to construct building. ",� ��i i' ` 1rnCi` � V Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. vFireplace construction details and calculations if necessary. Roude 6yl,l�t,1 Z 9. Garage door header size(s). 0 10. Porch header size(s). V) load ��� ��V dec,� 11. Typical header size(s). CO V ' _1 12 Stud heights. ed _ GEC_ �� P-,Retainingwalls gh expansive soil -special foundation design required. h-�� requiring design. 15. Gypsum wallboard nailing inspection required. JW. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be pro-ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Convection design requirements must be shover on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NWCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). p Brick or stone veneer (Uniform Building Code section 1403). Rzonov S GC v 4. Exterior plaster -weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - store dwellings (Uniform Building Code section 1004.2.3.2). f / Underfloor access and ventilation (Uniform Building Code section 2306.3 7106.7. t� o Attic access and ventilation (Uniform Building Code section 1505). Citi LGA, Sound requirements. UL 12. Energy design compliance and supporting documentation. &-�aua_ 13. CDF responsible area requirements. - • 1 b&9 BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 41 CO V- axo&m 19 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. ► w� 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lener. RV X:n ►-�- 5�;, 4 Page 2 of _ PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. if this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.- please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FARM Tn A rnvv nC vnitn DI Ald Devrew I erren Awn ncnlnu urrru eev*cen .u.............. OWNERS NAME FI/H Jgfl�-4 DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER /�w, 1 I RESPONSE FOR PLAN CHECK LETTER DAT D- I �7oll.- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: P PU (Iir COMMENTS: tP A f� PLAN CHECK UEM # RESPONSE BY: 1 I RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: tP A f� I-� w Llp :JAL —, S . . � � xi 5+) r'7 Ltin `o de -ca �sLc r-L e.� o o r 4 moo - _.._ ._. . J PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: 1/3 JAM � � �.�.�. :JAL —, S . . � COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: C--- COMMENTS:I � CormCA- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: p�+as r . c=AL.4.S; pz COMMENTS: IG I RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK IITTEEM/ # RESPONSE BY: U \Jl A PV 2- LOCATION ON PLANS/CAL(C/S: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: F PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: r J . John Wheeler Construction Estimate. P.O. Box=5262 Oroville, CA 95966 License No. 586797 r t (530) 534-5449 - Y ,t M1 • i - w : January 22, 2002 DESCRIPTION DETAILS _ TOTAL'; Material and Labor to add-on 1689 sq. ft. Living area to existing home and 528 sq. ft: garage. Estimate is bid to plan speculations approved by Butte County Planning Dept.'Accessories include tow grade cabinets and. floor covering. - Garage -528 sq.ft. $15/sq. Ft. $7,920.00 Living Area- 1689 sq. ft. $40/sq. Ft. $67,560.00 V ' + • - i , r � -_ .•, ..,ate -- ' SUBTOTAL .$75,480.00 Overhead/Profit (20%) - } r : TOTAL $75,480.00 r TABLE.OF CONTENTS TOC ------------------------------------------------------------------------------- Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 Project Address........ LARKIN ROAD ******* --------------------- OROVILLE, CA. 95965 *v6.01* 01-310-7, Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff 2 l5.0Z P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -----------------------------------------------------------------=------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -TOC User#-MP2246 User -Barry Rubanoff Run -WHEELER I ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF' -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 s> N J CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 Project Address........ LARKIN ROAD ******* ---------------------- OROVILLE, CA. 95965 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-WHEELER ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1689 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14.1 % of floor area Average Glazing U -factor... 0.55 Btu/hr-sf-F.' Average Glazing SHGC........ 0.59 Average Ceiling Height..... 8.9 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments -----------------------------------=------------- ------------------------ Wall Wood R-15 R-0 R-15 0.081 Roof Wood R-11 R-27 R-38 0.025 Attic Floor Wood R-19 R-0 R-19 0.036 Floor Wood R-19 R-0 R-19 0.040 S1abEdge n/a R-0 R-0 F2=0.760 SlabEdge n/a R-0 R-0 F2=0.510 Door n/a R-0 R-n/a R-0 0.330 TO GARAGE FENESTRATION ------------ Over- Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins Location/Comments ---------------- ----- ------ -------------- ----- -------------------------- Wind Front (W) 20.0 0.590 0.590 Standard None METAL/Slider/LOWE/GAS/SC=O Wind Front (W) 20.0 0.590 0.590 Standard None METAL/Slider/LOWE/GAS/SC=O Wind Left (N) 2.0 0.590 0.590 Standard Yes METAL/Slider/LOWE/GAS/SC=O Wind Left (N) 4.0 0.450 0.600 Standard Yes METAL/Fixed/LOWE/GAS/SC=O. Door Back (E) 40.0 0.570 0.590 Standard Yes METAL/Slider/LOWE/GAS/SC=O Wind Back (E) 9.0 0.450 0.600 Standard Yes. METAL/Fixed/LOWS/GAS/SC=O. Door Back (E) 40.0 0.570 0.590 Standard Yes METAL/Slider/LOWE/GAS/SC=O CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 -------------- - ---------------------------------------------------------- -------------------------------------------------------- I MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-WHEELER ------------------------------------------------------------------------------- FENESTRATION Over - THERMAL MASS Area Thickness Type Exposed (sf) (in) ------------ -------------- --------------- S1abOnGrade Yes 584 3.5 Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas Location/Comments METAL/Fixed/LOWE/GAS/SC=O. METAL/Slider/LOWE/GAS/SC=O METAL/Fixed/LOWE/GAS/SC=O. METAL/Fixed/LOWE/GAS/SC=O. METAL/Fixed/LOWE/GAS/SC=O. METAL/Slider/LOWE/GAS/SC=O METAL/Fixed/LOWE/GAS/SC=O. METAL/Slider/LOWE/GAS/SC=O METAL/Slider/LOWE/GAS/SC=O METAL/Slider/LOWE/GAS/SC=O METAL/Slider/LOWE/GAS/SC=O Location/Comments ------------------------ Exposed HVAC SYSTEMS ------------ Refrigerant Tested ACCA Charge and Duct Duct Duct Manual Airflow Location R -value Leakage D n/a Attic R-4.2 No No No Attic R-4.2 No No WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 Tank Energy Size Factor (gal) 0.62 40 Thermostat Type Setback Setback External Insulation R -value R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins ---------------- Wind Back (E) ----- 12.0 ------ ------ 0.450 0.600 -------- Standard ----- Yes Wind Right (S) 12.5 0.590 0.590 Standard None Wind Right (S) 3.8 0.450 0.600 Standard None Wind Right (S) 20.0 0.450 0.600 Standard None Wind Right (S) 6.0 0.450 0.600 Standard None Wind Right (S) 12.5 0.590 0.590 Standard None Wind Right (S) 3.8 0.450 0.600 Standard None Wind Right (S) 8.0 0.590 0.590 Standard Yes Wind Right (S) 8.0 0.590 0.590 Standard Yes Wind Right (S) 4.0 0.590 0.590 Standard Yes Wind Right (S) 12.0 0.590 0.590 Standard Yes THERMAL MASS Area Thickness Type Exposed (sf) (in) ------------ -------------- --------------- S1abOnGrade Yes 584 3.5 Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas Location/Comments METAL/Fixed/LOWE/GAS/SC=O. METAL/Slider/LOWE/GAS/SC=O METAL/Fixed/LOWE/GAS/SC=O. METAL/Fixed/LOWE/GAS/SC=O. METAL/Fixed/LOWE/GAS/SC=O. METAL/Slider/LOWE/GAS/SC=O METAL/Fixed/LOWE/GAS/SC=O. METAL/Slider/LOWE/GAS/SC=O METAL/Slider/LOWE/GAS/SC=O METAL/Slider/LOWE/GAS/SC=O METAL/Slider/LOWE/GAS/SC=O Location/Comments ------------------------ Exposed HVAC SYSTEMS ------------ Refrigerant Tested ACCA Charge and Duct Duct Duct Manual Airflow Location R -value Leakage D n/a Attic R-4.2 No No No Attic R-4.2 No No WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 Tank Energy Size Factor (gal) 0.62 40 Thermostat Type Setback Setback External Insulation R -value R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. El CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 ------------ I MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM CF=1R --User#-MP2246 User -Barry Rubanoff Run -WHEELER -------------- ------------------------------------------------------------ REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JOHN WHEELER Company. OWNER/BUILDER Address. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed. . `��s -D -Z (date) 0 In M NIP t t El CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 ------------ I MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM CF=1R --User#-MP2246 User -Barry Rubanoff Run -WHEELER -------------- ------------------------------------------------------------ REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JOHN WHEELER Company. OWNER/BUILDER Address. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed. . `��s -D -Z (date) 0 In M NIP t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... JOHN WHEELER Date..01/15/02 19.45:07 Project Address........ LARKIN ROAD ******* --------------------- OROVILLE, CA. 95965 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date -- Climate Zone........... il------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-WHEELER ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0,30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door H'i MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ----------------------------------------------------------- Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -WHEELER ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 1( 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with. mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems'serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 I MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -WHEELER ------- ------------------------------------------------------------- resistance heating and no pilot•light. 2. System is installed with: a. At least 36 -inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower,or bathtub must have either at _ least one luminaire with lamps with an efficacy -of 40 ,lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and.recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 Project Address........ LARKIN ROAD ******* ____ OROVILLE, CA. 95965 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92, Program -FORM C-2R --__-_-_--_User#-MP2246 User -Barry Rubanoff Run -WHEELER ----------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design- ---------- Design Margin = = Space Heating... ..... 15.56 ---------- 13.06 ---------- - 2.50 = = Space Cooling.......... 10.06 12.86 -2.80 = = Water Heating.......... 14.54 12.21 2.33 = = Total 40.16 38.13 2.03 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type ......:....... Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1689 sf Single Family Detached Addition Alone Front Facing 270 deg (W) 1 2 ReducedYear Slab On Grade 1 15096 cf 584 sf 14.1 % of floor area 0.55 Btu/hr-sf-F 0.59 8.9 ft COMPUTER METHOD SUMMARY Page 8 C -2R -------------- ---------------------------------------------------- -------------------------------------- Project Title.......... JOHN WHEELER Date. 01/15/02 19:45:07 IMICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM C-2R ----------------User#-MP2246 User -Barry Rubanoff Run -WHEELER I -- ------------ --------- ------------------------------ Zone Type- -------------- HOUSE Residence Surface HOUSE - New 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof 7 Floor 8 Floor 12 Door. BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type . (ft) (sf) Credit -- -------- ----------- ----- -------- --------- 1689 15096 F2. 1.00 Yes Setback 8.0 Standard No , (ft) Factor -- R-val OPAQUE SURFACES Area U- Insul --------------- Act 0.760 Solar Form 3 Location/ (sf) factor R-val Azm ---- --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 188 0.081 15 270 90 Yes W.15.2X4.16 ----- 174 0.081 15 270 90 No W.15.2X4.16 (W) 346 0.081 15 0 90 Yes W.15.2X4.16 2 319 0.081 15 90 90 Yes W.15.2X4.16 90 486 0.081 15 180 90 Yes W.15.2X4.16 0.590 1056 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 98 0.036 19 n/a 0 No FC.19.2X6.24 METAL/Fixed/LOWE/GAS/SC= 384 0.040 19 n/a 0 No FC.19.38X126 90 18 0.330 0 270 90 No None TO GARAGE PERIMETER LOSSES FENESTRATION SURFACES Length F2. Insul Solar Surface (ft) Factor -- R-val Gains Location/Comments HOUSE - New ------- ----- ------=--------------- 9,SlabEdge 28 0.760 R-0 No 10 S1abEdge 21 0.510 R-0 No 11 SlabEdge 21 0.510 R-0 No FENESTRATION SURFACES Exterior Area U- Act Shade Orientation --- (sf) ----- factor,SHGC ----- Azm Tilt Type Location/Comments HOUSE - New ----- --- ---- -------- ------------------------ 1 Wind Front (W) 20.0 0.590 0.590 270 .90 Standard METAL/Slider/LOWE/GAS/SC 2 Wind Front (W) 20.0 0.590 0.590 270 90 Standard METAL/Slider/LOWE/GAS/SC 3 Wind Left (N) 2.0 0.590 0.590 0 90 Standard METAL/Slider/LOWE/GAS/SC 4 Wind Left (N) 4.0 0.450 0.600 0 90 Standard METAL/Fixed/LOWE/GAS/SC= 5 Door Back (E) 40.0 0.570 0.590 90 90 Standard METAL/Slider/LOWE/GAS/SC 6 Wind Back (E) 9.0 0.450 0.600 90 90 Standard METAL/Fixed/LOWE/GAS/SC= 7 Door Back (E) 40.0 0.570 0.590 90 90 Standard METAL/Slider/LOWE/GAS/SC 8 Wind Back (E) 12.0 0.450 0.600 90 90 Standard METAL/Fixed/LOWS/GAS/SC= COMPUTER METHOD SUMMARY Page 9 C-2R ------------------------------------------------------------------- Project Title.......... JOHN WHEELER Date..01/15/02 19:45:07 ------------------------------------------------------------------------------- ------------------------------------------------- I MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run -WHEELER I - ---------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Exterior Area Area U- Act Shade Orientation ------------ Surface ----------- (sf) ----- factor ----- SHGC Azm Tilt Type Location/Comments 9 Wind Right (S) 12.5 0.590 ----- 0.590 --- 180 ---- 90 -------- Standard ------------------------ METAL/Slider/LOWE/GAS/SC 10 Wind Right (S) 3.8 0.450 0.600 180 90 Standard METAL/Fixed/LOWE/GAS/SC= 11 Wind Right (S) 20.0 0..450 0.600 180 90 Standard METAL/Fixed/LOWS/GAS/SC= 12 Wind Right (S) 6.0 0.450 0.600 180 90 Standard METAL/Fixed/LOWE/GAS/SC= 13 Wind Right (S) 12.5 0.590 0.590 180 90 Standard METAL/Slider/LOWE/GAS/SC 14 Wind Right (S) 3.8 0.450 0.600 180 90 Standard METAL/Fixed/LOWE/GAS/SC= 15 Wind Right (S) 8.0 0.590 0.590 180 90 Standard METAL/Slider/LOWE/GAS/SC 16 Wind Right (S) 8.0 0.590 0.590 180 90 Standard-METAL/Slider/LOWS/GAS/SC n/a 17 Wind Right (S) 4.0 0.590 0.590 180 90 Standard METAL/Slider/LOWE/GAS/SC 18 Wind Right (S) 12.0 0.590 0.590 180 90 Standard METAL/Slider/LOWE/GAS/SC OVERHANGS AND SIDE FINS THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments --------------- ------ ----- ------------- ----------- ---------------------- HOUSE - New 1 SlabOnGrade 584 3.5 28.0 0.98 4.60 R-0.0 Exposed ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New ---- ---- ---- ---- ---- ---- ---- 3 Window 2.0 2.0 1.0 2.0 0.42 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 4.0 2.0 2.0 2.0 0.42 n/a n/a n/a n/a, n/a n/a n/a n/a 5 Door 40.0 6.0 6.67 12.0 2.50 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 6.0 1.5 12.0 0.50 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 40.0 6.0 6.67 12.0 5.0 n/a n/a n/a n/a n/a n/a. n/a n/a 8 Window 12.0 6.0 3.0 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 8.0 2.0 4.0 2.0 0.42 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 8.0 2.0 4.0 2.0 0.42 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 4.0 4.0 1.0 2.0 0.42 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 12.0 4.0 3.0 2.0 0.42 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments --------------- ------ ----- ------------- ----------- ---------------------- HOUSE - New 1 SlabOnGrade 584 3.5 28.0 0.98 4.60 R-0.0 Exposed x COMPUTER METHOD SUMMARY Page 10 C-2R Project Title.........r. JOHN WHEELER Date..01/15/02 19:45:07 I MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -FORM C -2R User#_MP2246 User -Barry Rubanoff Run -WHEELER ---- I -------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Tin Energy Size Insulation ype System Factor (gal) R -value ------------------------------- -------------- ------ ---------- 1 Storage Gas, Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS- ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and. *** *** verified during plan check and field inspection. This building incorporates a High Mass Design. REMARKS Refrigerant Tested ACOA System Minimum Charge •and Duct Duct Duct Manual Duct Type Efficiency ----------- Airflow Location ------- R -value Leakage . D Eff HOUSE ------------- ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No No. 0.669 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Tin Energy Size Insulation ype System Factor (gal) R -value ------------------------------- -------------- ------ ---------- 1 Storage Gas, Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS- ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and. *** *** verified during plan check and field inspection. This building incorporates a High Mass Design. REMARKS 11 4 , r. HVAC SIZING Page 11 HVAC ___________________________________________________________ Project Title........... JOHN WHEELER Date..01/15/02.19:45:07 Project Address........ LARKIN ROAD ******* --------------------- OROVILLE, CA. 95965 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date. Climate Zone.... ..... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by,Enercomp, Inc. MICROPAS6 v6.01 File -WHEELER Wth-CTZ11S92 Program -HVAC SIZING ---User#-MP2246 User -Barry Rubanoff Run -WHEELER ------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area....... ......... 1689 sf Volume ..................... 15096 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude........... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment,.oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description -------------------------= (Btuh) (Btuh) ------------------ Opaque Conduction and Solar...... 8656 ----------- 4175 Glazing Conduction ............... 5213 3389 Glazing Solar....... ............. n/a 5070 Infiltration ..................... 8587 3525 Internal Gain .................... n/a 2100 Ducts......... ................. Sensible Load .................... 2246 24702 1826 20085 Latent Load ...................... n/a: 4017 Minimum Total Load 24702 24102 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment,.oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMITN I Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place. used by the public. ASSESSOR PARCEL NO. 030—±7J O ZONING ` W Rjj J PHONE NO. n OWNER'S ADDRESS so 7 z LOCATION OF BUILDING L r USE OF BUILDING I^ ✓' 5��� v L o SIZ S UCTURE )344 Z. 9 X c' _ - SQ. FT. TYPE' OF CONSTRUCTION: WOOD FRAME L,-' STEEL CONCRETE I-' OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE rn ESL ctJY17p • ca�c. ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT s' _, SIDES REAR J AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and -40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date J �' Permit Fee - $25.00 Receipt No. e) 3540 Signature of Owner The above described AG Building is exempt from a buylding permit j FL JOJ PAR:ELJ P.D. ROOFIN ISSUE Director of Public Works By Date 3- `E -?I White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant COUNTY OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/536-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER JAA1t L4 PJ A. P. No. Proposed Building Use Building Inspector /fit/ Date 5-1 At time of permit application, I was advised .the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Piot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent foi• Non -Heated and AC Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome installation data including manufacturer's installation instructions. 10. Fees of $ 11. Chico Urban Area fees paid. 12. Park fees paid. 13. School. District fees paid. 14. Sanitation approval from Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18: Improvements may be required. Contact Land. Development Section of DPW. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -Inspection for required. 21. Contractor's license information (No.; Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑). 24. Recorded copy of Agricultural Acknowledgment Statement. 25. Letter of signature authorization. 26. 27. When you issue, the permit, process as follows: Mail to owner. _ 1�Telephone 53d--5449 and hold for pickup at O26 office. Other Applicant GENERAL INFORMATION Mail to contractor. —Deliver w. /inspector. Date BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico . . . . 196 Memorial Way Chico . . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 'Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. Oroville 7 County Center Drive Oroville . . . 7 County Center Drive Phone: 538-7541 Phone: 538-7281 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m. _ 10:00 a.m. Paradise. . . 747 Elliott Road Paradise. . . 747 Elliott Road Phone: 872-6307 Phone: 872-6308 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT —.7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant V. (,0!5 rA I✓ is 410 r.,T+ _ 5. Or- I�ppppp/ 4 iso 7 05 - r. 0 -'r H 0/1�' 4'e4l ."I ................ . February 12, 2002 Butte County Development Services Dept. Building Division 7.County Center Dr. Oroville, CA 95965 RE: Truss Design, Wheeler Addition, APN 30-47-35 ' I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. . Thank you for your consideration. • Sincerely; Jim Pursell, P.E. �O P OFESS/ AMES Np gIp 60924 . 9�F CIVIL CFCAL FO N 4!91-310 7 BCITTB CCONN'R BUILDING DEDARTMEFII APPROV6Q a/2,/o Z RX �7C� 5 ti February 12, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Soils, WheelerAddition, APN 30-47-35 I made a field visit to the Wheeler residence to inspect the soil. A small excavation was performed next to the existing foundation. The probable soil classification would be a gravelly clay loam. The, high percentage of sizable _ granular material observed 'indicates that -an assumed design foundation bearing pressure of 1500.psf is conservative. Thank you for your consideration. Sincerely, Jun Pursell, P.E. BLUSAR MANUFACTURING 3721 FEATHER RIVER BLVD MARYSVILLE,CA 95901 — 530 741 4920 JF NOTE: PLEASE VERIFY ALL TRUSS PROFILES. COMPLETE PLANS NOT GIVEN. } C .. C I / 24-0 U v a WHEELER CONST JOB# 1379 X OROVILLE . 5/12 ROOF,2-0-0 OH 3/12 @SLOPED CLG NOTE: PLEASE VERIFY ALL TRUSS PROFILES. COMPLETE PLANS NOT GIVEN. } C .. C I / 24-0 U o — o i SPIN! o — o Page 1 Floor sTgr cwi� �0 Flooring 2.0 FOFCA��F� 3/4" plywood 2.5 I - joists 2.0 1/2" gyp. 2-5 8.5 psf. 40 psf. Lateral loads Wind P = Q Cq q I where Exposure B CQ = 1.06 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof . q = 14.5 psf @ 75 mph 1.13 @ 20 feet 0.7 out leeward roof I= 1 1.19 @ 25 feet 0.8 in windward wall 1.23 @ 30 feet 0.5 out leeward wall Seismic: V = 2.5 Q I W / 1.4 R C. = 0.36, I = 1, R = 5.5 / 4.5 Soil Bearing: 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. JIM PURSELL Date 1/29/02 CIVIL ENGINEER RCE 60924 Job Number 102-01-05 Job Name Wheeler Assessor Parcel No. 30-47-35 Analysis UBC 1997 Dead Loads Live loads Roof Comp . 4.0 1/2" plywood 1.5 Framing 5.0 Insulation 1.0 1/2" Gyp. 2_5 14 psf. 16 psf. Wall Horiz. siding 1.5 3/8" plywood 1.5 Framing 2.5 1/2" gyp. 2.5 Insulation 1_0 9.0 psf. 9 Page 1 Floor sTgr cwi� �0 Flooring 2.0 FOFCA��F� 3/4" plywood 2.5 I - joists 2.0 1/2" gyp. 2-5 8.5 psf. 40 psf. Lateral loads Wind P = Q Cq q I where Exposure B CQ = 1.06 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof . q = 14.5 psf @ 75 mph 1.13 @ 20 feet 0.7 out leeward roof I= 1 1.19 @ 25 feet 0.8 in windward wall 1.23 @ 30 feet 0.5 out leeward wall Seismic: V = 2.5 Q I W / 1.4 R C. = 0.36, I = 1, R = 5.5 / 4.5 Soil Bearing: 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. U Q? Ali AH apt aJ4 . AN _,cw i S �O 3i -,q q -7-<�x3 t1e, /nTPte; IJ.F, -Saw, Lv g� Wo 1=3 f -C Zigo.�-- PA(;�_; 3 pr�S(GN) Lam z 3 = 6z pzf 80f, 8 w = 4h5,0Xc.z) 4 y (M)(qc>) w 7-3 z1 rA8 h_= ^� �C?3Y�O Iz WEJIP_R Continuous Beam—Two Unequal Spans—Uniformly Distributed Load W = /oSG Pk M, wli w12 R.. . . . . . . . . . . . . =__ wl, _ /y�$/ ,-i- dos— -- - /1056 X� = s?104 = S.`{ /Os6 1. 2 ZZ 3 z R.& . . . . . . . . . . . . . = WI + w1: — R, — R, M, W1 _ l`l`/8l lOs 6.3 - + - = --- 4- �� - S'7 (0 y 16 1: 2 V, . . . . . . . . . . . . . v :. . . . . . . . . . . . . . = wl, — R, _ /0S6 /2.3) — ?71 zpSZ7 V, . . . . . . . . . . . . . . cwl:—R, /0_50(6.3,-S% �{ = IWg �O V.. =R, = 5 ?oy /b wl:' + wl; (1p56XG.354 (10 X2.3 ell,+l.) <+6.�� Mx, (when x, _ — . . . . . = R,x, — — = ?%I�%3) /ds6 '�. 3� /2 W 2 7- � R, wx:2 Mx: (when x, _ — . . . . . = R,x: — — .� SiOy 2 (5 `l� _ /0 56 CS `I)Z W Is LJO 5 /`IM, c = L8 ► 60 T I>a VMAX L�1�I�rG STS ss 2 -CIF- _fA4RL4�'6M >. = F = Z- rGo Y „x 3. S�Zgoo� USE- F- �3.• 5 16 _. .' II.. I'!i R3 RI 0"R2 O a_3' 6.3� l2 1� Vi V� ( V4 xj x2 Mxi I IT x2 - /1056 X� = s?104 = S.`{ /Os6 1. 2 ZZ 3 z R.& . . . . . . . . . . . . . = WI + w1: — R, — R, M, W1 _ l`l`/8l lOs 6.3 - + - = --- 4- �� - S'7 (0 y 16 1: 2 V, . . . . . . . . . . . . . v :. . . . . . . . . . . . . . = wl, — R, _ /0S6 /2.3) — ?71 zpSZ7 V, . . . . . . . . . . . . . . cwl:—R, /0_50(6.3,-S% �{ = IWg �O V.. =R, = 5 ?oy /b wl:' + wl; (1p56XG.354 (10 X2.3 ell,+l.) <+6.�� Mx, (when x, _ — . . . . . = R,x, — — = ?%I�%3) /ds6 '�. 3� /2 W 2 7- � R, wx:2 Mx: (when x, _ — . . . . . = R,x: — — .� SiOy 2 (5 `l� _ /0 56 CS `I)Z W Is LJO 5 /`IM, c = L8 ► 60 T I>a VMAX L�1�I�rG STS ss 2 -CIF- _fA4RL4�'6M >. = F = Z- rGo Y „x 3. S�Zgoo� USE- F- �3.• 5 16 _. l s�o pscno P.P.R M _ oK a M - A-3 /,9 rJ .- l Soo �• 3 _= /z wcn� �c 2�Gan. ,S/� � �oo7-i�G S F-U'Y f�sT� Su�/�RT � �IJG �.µ�t_c-A ►�l = Pry as W -A -M RF Bit _ JIB._ 8}1 7�ygc� s7vb s ��1 ► 0 6 o- / 0 /6 . > R�'� _FSG 'PAG 5 —lrEc!Z PAY/t, F'7 r 5 . p 7R�ss r 3 Rr B�''l Off, g,`t co�)�� 1 �s?'s �a� = //c:�0 � z�do •� �/�gXko) _ 3�3vp Raor w��Gs ZN°F F,cznTN 4. 4.,owk_f� So--(sMic.. W Vj)gk LL, V V 0 3V,-� tJac.4- S 22� Po = /_�3�8�-.5��i_)(Iz)C�u_��C►)= zsc /,`�c�'RRaR,aTr� i.v;o—�t� ��i7i��. . ' •�. 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' �Z�(�6f X159 2 G -S �(31 (,)ks- -rn AtOcr{logZ, -7-PUS S ASS) ��t43�s 7—.Z -/s a -c S f 2/3 zava.l. U,,, -t S r i _ � _ . :3 GZ � �% (r.4s2.��j N�'2-221 vs A�� AATZZ w/ Sd NRl ,r c. �� /2 tic. Lz /-.S 3 F/k: SIAL P2 A 1' Fi FRNMIAJ�, { Ftp '-C EtVI DGi` Ni:rL,IIJG >��� S�' W .(3G 2-) t-loyo lbs Go - %M,4� tAA-LL- LP-Zlc nN SUA Fz" = Pima- 0- 12 F6;--F—APA j` i h�RIL, ,4�17-kf, r, %�2r155 'r'a 701' PLAT=.Kso /8 WAL-4- (E) s'AJ7-Q:, JotS7" wF-c w/ /6�Is G� G o•c.. IIIJ VrnY zf- 7-<-D. 7-rk�--SL_ CnF 0,L �v S�4 M � fIOGLY->GJ'�-r.. G✓I L,L 8� /� �-� �.� � ('S � PTA 2 s As ��(�or.•�NS ver ; S41 EA PZ = 8�� S _ y y6 < CTAC 2C ,vim 2�Z) /IT. S A14PA ,ear ..' pi.yw�� w/ ,vAi @ Z'o.c 12�: o, c : F.r aSi�,L Pr.AY� M1•r►,RrS�� v'lG -moo yx.y �V A,►L:, .SPAc 4n,��`l� ovpzr u q to 1 NG w Iq f ez F -:s: . Ho 1.- otWnjs VA( -L . . ey A; Ab pkv &_ /y lb A)A'u 6.. o 35 s 41�3 ��-< Gia act-T,U.s %d .'%'©P _A-- -rte . GAAAGs—: A,)-. ,gY Al Tom SHIA(,, 6VA�Z- w4� O Ac � ata �F-D %. �LYc�� w1 � PAIZ .s � Z'�o.c. % AG r ,/.5 c�S� �L35s �ySo 1i�3 yso� Jam- A3 O�vu5kM�G w ' z(50 Io t Yco +yq,(I (Iz)(4) rnJ,v -s pRovi ..r `r 74 -G2k.,JnI c John Wheeler Construction PO Box 5262 Oroville, CA 95966 (530)534-5449 License #586797 LEVEL 1 MIEELER 12/24/2001 Page: 1 k 1� 9 E1� "J i'•..IJ 5 Q C� LU MIEELER 12/24/2001 Page: 1 John Wheeler Construction PO Box 5262 Oroville, CA 95966 ' (530) 534-5449 License #586797 LEVEL 1 WHEELER 12/26/2001 Page: 1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement YES$ NO ❑ 2 I HAVE f, HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME.- ADDRESS: AME:ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY N ER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be •completed and returned to our office before we are permitted to issue the permit. OVER k' OWNER BUILDER INFORMATION Dear Property Owner: r� An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other thanyour immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial' Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. 'Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +Micel /6�1 Vi ira, C.B.O. ,uilding Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code, OVER r I j 030-47-'0-035 . t;, ;, '93-1380 P;E-W WHEELER, John Q 5078 Larkin!Road, Oroville.. I` (Htg & Cooling)$F Wheeler�Const II i f A. j IT 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Ealifornip 95965 - Telephone. 916.'538-7541 APPLICATION AND PERMIT PERMIT, NO. r ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF F7, Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S G W1 J @ 15.00 TYPE OF WORK New Addition,_, Remodel L; Utilities❑ Installation[ Other ❑ Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS _ Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ( J I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions_, Code and my license is In full force and effect. License No. Classification _ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) [j I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( \ DWELLING OCCUP.&3.6Q sq.ft. OR ADDNS. ACC. BLDGS. // New CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS 5•�� POWER APPARATUS e ( SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES 20 760 IXED AP\ Ex. Occup. O UTLE TSPLINS D.)RE A./ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): i lI The permit is for $100.00 (valuation) or less. I -I I have placed on file with the County of Butte Building Department �-' a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyOt Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature pp_; Contractor Ci Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE ITOTAL FEES I HAz DFEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMITEXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Galiforni8 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 030-470-035 ZONING 1 BUILDING PERMIT OWNER JOHN WHEELER TELEPHONE 534-5950 ,SQ, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 98 TANGERINE CT OROVILLE 95966 CONTRACTOR'S NAME JOHN WHEELER TELEPHONE 534-5449 CONTRACTOR'S MAILING ADDRESS PO BOX 5262 OROVILLE 95965 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5078 LARKIN RD OROVILLE Permit fee $ PLUMBING PERMIT FilingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF D Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New! Additions Remodel❑ Utilities Installation[! Other Describe work: HTG; 9 G',OOLING; 1)NIT _ Permit Fee $ 20,00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 18.50 Main service 200A TO 1o0OA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Bushes$ and Professions o e d my license is in full ce and effect. License .Jo. Classification >\O I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUR.&) OR ACDNS. ACC. BLDGS. / 3.60 sq.ft. NEW CONSTR.ULTI.OUTLET NON* ESID BRANCH CIRC ITS ^ 5,00 POWER APPARATUS S (SINGLE OUTLET CIR. ) 3.00 Ex. OCCup(OUTLETS OR FIXTURES 20 760 FIXED APPLNS. OR \ Ex. OCCUp. OUTLETS (RESIO.) EA./ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 18-00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 80,000 9.00 GAS SPLIT SYSTEM Cooling 32T 16.50 Hood 6.50 Ventilation permit Fee $ 40.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all abilities, judgments, costs, and expenses which may in any way accrue ag ins said County in cons qusnce of a granting of this permit. C X Date ✓ 3 Signeture of Applicant — Owner cDnrrocrDr ED Agent An OSHA permit is required for ovations o r 5'0" dee and demolition or construct- ion of structures over 3 stories i eight. e Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 78.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Bu Count Code and/or work indica a v r which fees OF PUBLIC By PERPOrITYXPIRES Date S applicable provi- resolutions to do have been paid. WORK ate S -Y / 7 qj ct� Receipt No. WHITE-D.P.W.. YELLOW -ASSESS . PINK -INSPECTOR, GOLDENROD -APPLICANT Y .. _ ` ` -wM *'�4 i 77777 F. }nF'yvt<y ` .wuryri`+4k .il[a ;S+raVrrr•}y-�,- `sar,�-r-rTi•. r :.�7.-�x,. tvc �:s{' r * , COUNTY OF BUTTE DEP ARfiTAENT OF PUBLIC WORKS _ PERMIT NO. , 7 County Center Drive - Oroville, Qalilorrift 95965 - Telephone: 916.`538-7541 3— [ ' APPLICAT�pN AND .PERMIT ASSESSOR PARCEL NUMBER 030-470-035 ZONING ,' � ' I', BUILDING PERMIT OWNER JOHN WHEELER •TELSPHONE 53.1t--5950 SO. IT. OCC. BUILDING VALUATION ' OWNER'S MAILING ADDRESS 98 TANGERINE CT OROVILLE 95966___._, CONTRACTOR'S NAME JOHN WHEELER TELEPHONE 534-5449 CONTRACTOR'S MAILING ADDRESS PO BOX 5262 OROVILLE 95965 Fireplace CONSTRUCTION LENDER UNKNOWN t Total Valuation is Filing Fee $ 15.0 LENDER'S MAILING ADDRESS. Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS f 3 Penalty $ BUILDING ADDRESS 5078 LARKIN RD OROVILLE Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF 9 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home S I G I W TYPE OF WORK NewII Addition J Remodel❑ UtilitieskY Installation El Other ❑ Describe work: HTG & COOLING UNIT _ Permit Fee $ 20.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200ATOI000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ole nd my license is in full ce and effect. j License ;Jo. Classification p0 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or'offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed cont ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM OR ACDNS. ACC. BLDGS. 3.66 sq.ft. NE NEW CONSTRESIC, RANCH TLET NON.R ESID BRANCH CIRC ITS CIRCUITS) @ 5.00 POWER APPARATUS 6 (SINGLE OUTLET CIR.) 3,00 Ex. Occup(OUTLETS OR FIXTURES 20 760 FIXED APP LNS. OR EX. OCCUp.lOUTLETS (RESID.) EA.) I 3.00 Temporary service 15.00 Home Facilities Mobile Home 15.00 ' Misc. H g '15.00 Permit Fee $ 18.00 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subjectpermit to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating 80,000 9.00 GAB SPLIT SYSTEM Cooling 3 T 16.50 Hood 6.50 Ventilation Fee $ ' 50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all 'abilities, judgments, costs, and expenses which may in any way accrue ag ins said County in consequence of he granting of this permit. X Date 5 / N193 Signature of Applicant — Owner& Contractor ❑ Age nr An OSHA permit is required For >Sccavations ov@r 5'0" de�e and demolition or construct- ion of structures over 3 stories i eight. P S// Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 78.50 I HAz DFEES IMP I FLOOD COF I PARCEL PD D I ISSUE This permit is hereby issued under the sions of the Bu Count Code and/or work indica ab v t which fees R C OF PUBLIC By `` PER ' IT XPIRES Date $� applicable provi- resolutions to do have been paid. WORK ate s 1-7 93 7 a� Receipt No. 141270 .3 0/� WHITE-D.P.W.. TELLOW-ASSESS PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER /3 9:� PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 2 Date Inspector REV 10/92 vw- vE. COUNTY OF BUTTE DEPARTMENT OF? PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive; Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 'CORRECT 10 N -NOT ICE OWNER PERMIT NO. e A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office _ r when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. _M O Date Inspector / .�- eac•.s nom+:. «.�;�.ngaR.�t:asP"' _ t. COUNTY OF BUTTE r _. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -,1 1469 Humboldt Road, Chico, CA - (916) 891-2751' ' 7 County Center Drive, Oroville, CA - (916) 538-7541; 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO.,�'' A routine inspection indicates that the following violations of Butte County Ordinances exist at " the above address and should be corrected. Please notify this office when `correction of work `-h is corrpleted_ lfyou.have any questions pertaining to this matter, or need additional explanation; . '. please contact this office immediately. s � � r _ �A i� :A� Date ( i?� ( 3 Inspector ✓ / .�"`'� ; rx: REV 10i9t2 _ '. +�r'f�+w�7-"�..n.�srvy,,.,�.,�....�.,aQ'`�.,a`:P.:.�..,.,,fw:,, i::.-.-y..rr.-i3`;�il;j�; •: ��...�,r`�"�s*"'�r;i++-..�-Y�= Y"''„ n..-.. , , COUNTYOF BUTTE - DEPARTMENTOF DEVEEOPM ENT SERVICES - BUILDING DIVISION '= $ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER 11 Ao- A. P. No. 0130 Proposed Building Use Building Inspector Date At time of perr�ait application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs; 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ..................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for P`��nsDecl'°n `eq°� required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ...... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. .34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. XTelephone and hold for pi at /� r 01"N office. Deliver with inspector. Other �- Parcel Creation 01 Acreage Applicant �L�/ Date l G% Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works V FFICE COPY Address I MBY Date ELECTRIC Temp. Power Pole) Meter By Date ' Called PGBE Temp. Elec, Service Called PGBE Temp. Gas Service Called PG&E JOB FINALED (Date) Signature •2984-87B P E M PERMIT NO. , , , PERMIT EXPIRES i9/l OWNER JOHN.WHEELER CONTR. Owner �i ASSESSOR PARCEL 30-47-35 ' t LOCATION . 5078 Larkin Rd, ORoville- t t L f t t • 1 S V i FFICE COPY Address I MBY Date ELECTRIC Temp. Power Pole) Meter By Date ' Called PGBE Temp. Elec, Service Called PGBE Temp. Gas Service Called PG&E JOB FINALED (Date) Signature /- = OK " 0=Not OK -=�ot,Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UN RFLOOR (Plans) OK except #'s . Zo ng requirements -Setbacks -Easements tg., Main; Soils-Steel-Elec. Grnd.=/ /" Ftg. D & Ftg. Garage; Soils -Steel-/ /" Ftg. Depth 147 ., Porches & Decks; Soils -Steel-/ /"Ftg. Di temwalls, Main; S` -Blockouts-Wraffed &.Steaawalls, Garage; Steel- Blockouts-Wrapped 7;_Slab;-StesWNrapped 'L ( . Pi s -Fireplace Ftg.-Steel FaU-fittigg1'-Test-2 way C/O -Sewer Test 10. Sias Pipe; Size -Anchors V. Water Pipe; Te6s�ch r egulator-Service Test . 1 d 1 ; Clearance -Mate ial-Sup r -Ins 14. Gir -S' -Anc Bolts-Joi -Vent Cri es 15. Insulation Card -B1 Datea Card -B1 Datelb Card-131 Date? - Card -B1 M Date Date'PLUMBING (Permit) OK except #'s Vent -Access -Combustion Air W.ater Pipe, Test Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection s , First Floor -Tub Access 2nd Floor -Tub Access Anchors Card -B1 Date gglaard-B1 Date I Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. fixture & Transformer Clearance -Ins. Protection . -Elec. Receptacles Spacing -Lights & Switches at Doors 4. ,ize Boxes & No. of Conductors -Stapled c-25. Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size Cu or At Cu or AI-A.C. Wire Size / /ga. 29. Range Circ./ (r,/ ga. u'or I -Oven Circ. / / ga. Cu or Al. Insulated Neukall es No 3i'service-Riser Conductors & Ground -Main sconnect 32,Ctoth a ioset Light -Shower Light -Spa Light Card -B1 � % � Date ff4!Card-B1 Date Card -B1 Date ���- I Card -B1 Date Date MECHANICAL A.C. Ducts Insulation & Su #'s `V,@4: Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnace in Attic Card -Bi Date Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s MIs, ProperMaterial & Anchors "-3,q- Walls Studs -Nailing, Spacing & Bracing—Plates-Sound Bearing Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) �ire Stops; Furred Ceilings -Stairs -Chases -Tub 3. Header & Beam -Size & Bearing Date FRAMING (Continued) 44. Hangers -Post Caps -Anchors -Connectors �45'CIng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 46. irepl ce�Ties or Type A Flue -Fireplace Throat tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles L49-Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 49 --Garage Fire Prv.tection Framing 0. Property Line Firewall & Openings Ext. Doors -One T -Check Garage -3rd story, 2 exits 52J -4t, ems -Headroom -Rise -Run -Landing -Fire Protection 3. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer ed -Fd. Vents-Underfir. Access g�-Area-GtffW Protection -Skylights -Plastic "n - t 58. Insulation -W s-Clg. 59. Infiltration-Walls-Wndws �i cc Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FINAL (Plans) OK except #'s 0xt. Steps -Door & Sidelight Protection -Landings 1. Smoke Detector X62-FttrnnacC en 1; -Clearance -Comb. Air-Connector- Jn Garage; Above Floor -Ducts -Mach. Protection �3. B droo fling rj I. Bat f lure Tub Access -S a LA (i . lec. Trim 'ubpanel; Breaker Sfz -L l.e6 Stairs & Rails 7. Fireplace or Stove; Clearances -Hearth =68-EIEC-6ottets at Wood Panel; Int. & Ext. L69. KJt: Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance L-76-Elec. Outlets & Receptacles at Kit. Counter, Garage ire oo -Landing-Closer 7 . cin arage- per earance-Comb. Air-Connector-P.R.V.- �In'Garage; Above Floor-Mech. Protection 74. Plb., Elec. & Mech. Equip. Listed for Location 7 .FcLrRomex Protec. Jnsurion- Foam- Looked in Attic 13 Yes 179. Guard Rails & Deck Construction -Post Caps �dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes I 79. Following instid.; Drive ❑ es , alks ❑ Yes OWd; Planters ❑ Yes _ rown-Finish / A.C. Unit; DisconnectIQElectiiCalumbing LAZ Vents Above Roof; Plbg.-Appliance-Firep).-Clearance to Opepings. Water Well; Disconpest ectrical, Plumbing 84,gxterior Elec. Tri .F.I. eceptacle-Underground Ventilation throughout House mss Protection V8-7. Corrections from Previous fnpections Tagged; Gas -Electric L,JFLWaJer4 Sewer Connected -C/O to Grade -HD Approval ( -A"-? nergy Compliance Certificate -Other Certificates Card -131 Date Card -B1 Date Card -B1 Date s,' Card -B1 Date Card -B1 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) = OK 0 = Not OK Not ' = Not Ready MOBILE MOBILE HOMES � MISCELLANEOUS j. Date MOBILE HOME UTILITIES (Plan's) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks;. Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- -: Shthg.-Rfg.-Bracing ' .5. Electricity; Location-Clearances-.Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. . 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -151 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -B1 Date Card -61 Date Card -131 Date Card -61 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -61 Date Card -61 Date Card -131 Date LUN; AT ION t 1:0.1110.1 loll. HNEI�GY C E R T I F T C A T I N; DESCRIPTION OF INSULATION ROOF Plate rias L_ Thick,sess (inches) EXTERIOR WDLL Ptaateria.i� Fiberglasss Thickness(inchee) CEILING Batt or Blanket Type_ Fiberglass Thickness (incites) Loose Fill Type Fiber--- _1.ass Minimum Thicknesl(Inclaes) Area a:a)vCreCl(ft. )__Z,2 -L FLOOR, E!J',VATrjD Material Fiberglass- ibercgll a_�ss Thi.ckness(it%'I n) Z777—� FLOOR, SLAB ^� MateriaL ThickneFig (inc hes)-� Width(Laches)_ FOUNDAUON Iv ALL Mater]a I Th i.ckncN5 (ineller )_ A.P. No. Brand Name__ _ Therml, Resista me (R Value)_ Brand Name CertainTeed Thermal Resistnnte(R- Value) i& Braaaad Name CertainTeed Thermal Resistance(R Value) Brand Name CertairiTeed —r Number. of Bags Wt. per bag 25 lb. Thermal Resistance(R Value) ,, Braaad Name CertainTeed 'thermal Reeistaance(R Value) Drnnd Nnme Theaaual Resistnnce(R Vnlue)_ Brand Name Thermal Resistnnce(R Value) 1 11crehY (;citify that: the above insula.ti.on wa,s installed 1.11 the above Lut1ding i.n co nfi-mi6i•,ce witfa the State of California ruergy Requirements. Hai, k .ns irasulati.on Co. , 1Y1C. .378407 ' • ' H1,*1 NAME/OWUM 1 STNI'E r..uurRAcro 's LICENSE NO. S1GPd 4)1.STALLAION APPLI(MOR unTEr: I hereby certify the above insaslaation aaacl all required items as shown on the Building Department approved plans and nttactimeaats have been installed as required by the State of California Energy Requirements. All equ4pment, devices and materials are of the quality prescribed or arc specifically Approved by the State of California. UA,,e FII(T NMII:/OWNt,It. i lerane print) _ STATE CONERAC•1'Glt,�S LICi:NSi; 110. �;iVa1'L'UI(.!i OF OLNIatAL �(;Utri'ItAC'1'UIt UIJNI.:K DA'd'Li THIS CE10'IFICATE MUST BE UIJ FILE WITH THE BUILDING DEPAR-1- II?N'i' PR -1011 T.0 FINAL INSI'I:t;il:?N AI'i'ttOVt1L AND A (:OPY SHALL BE POSTED WITHIN HE BUILDING. ,1:a�,uary 1984 COUNTY OF BUTTE - - DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 n _ CORRECTION NOTICE -.1)"9g1/-87 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at t e above address and should be corrected. Please notify this office when 'c rection of work is completed. If you have any question pertaining to this ..,matte , "or need additional explanation, plsease contact thioffice. immediately. 'r V A /1 I_ I I\ A, I I 1-- r M .t��4A Ii�� =1. A orlm f T Inspector f Date 1 —2— 2 n COUNTY OF BUTTE o DEPARTMENT OF PUBLIC WORKS " 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should bercorrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector Date-/— 0, 15 / COUNTY OF BUTYE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CRRECTION NOTICE G- T,1901r- I -Q 9Rq- A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matr, // or / V need additional explanation, please contact this office immediately. I / P . t. 6_ _ _ + A G X t Im Inspector Date _� f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovill%-CalifAiia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ' ASSESO PA CEL NUMB R -- ZONING BUILDING PERMIT O WNE Q (� 1. TELEPHONE - SO. FT. 0 . BUILDING VALUATION Ci OWNER'S MA ING ADDRESS oh % S f�r v � (o CON ACTOR'S NAME n ✓' TELE HONE qk CONTRACTOR'S MAILING ADDRESS • Fireplace ' CO IJYT110N LENDE /� • n VL ret UNKNOWN Total Valuation $ S Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $rd �j- PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Ofn Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00• Each gas water heater or yenj 5.00 ' USE OF STRUCTURE SF� Duplex❑ Mobilehome❑ Other SPECT F' Gas piping system 1 - 5 aqRl4t 5.00 Building sewer 5.00 Mobile Home I S I G W 0.00ea ,TYPE OF WORK New f Addition ❑ Remodel ❑ Ot.1. e ] Installation ❑ Other ❑ Describe work: c�") Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service GOOV OR LESS 100 AMP OR LESS Main service EA. ADO'L 100 AMP NEW CONST. DWELLING 0 OR ADDNS. ACC. BLDGS. 1Q.QQ O 2.50 e;:J•`` 1/20sgft , i7s CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. ClassificationEx. • 1)9FIXED I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. MULTI -OUTLET 2.50 ea NON.RESID .BRA CH CIRC TS POWER APPARATUS e)"'�K"a. SINGLE OUTLET CIR. Occup OUTLETS OR FIXTURES .2 AD 030 V APPLNS. OR \ EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 19 j I shall not employ any person in any manner so as to become subject to the W. C. laws of California: Notice to Applicant: If after making this statement,. should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling v' �Q Hood 3.00 Ventilation.49Q 1 penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter uponthe above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai s id County in con equence of the granting of this permit. X Date S' nature of Applicant — Owner ❑ Contractor ❑ Agent ET An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structuresover3 in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , RO 0c UP. CONST.TJ�a JSC11OOL P D PARC'PD ND tl 139U .� This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which D RECTOR OF PUBLIC By PERM PIKES Date the applicable provi- resolutions to do fees have been paid. WORKS yn Date stories Receipt No..,/ ✓ 2 WNITE-D.P.W.. YELLOW-ASSE800R. PINK -INSPECTOR, GOLDENROD -APPLICANT 'q�Nl'�+.1�--,f"�:'�"''1"r{"-S=tT �l"r`rF7.`"':�r'i�►� `._'i��'x�'t4'`�'�J'�' `�.y— "l"s��"c�{'"•E, .•t,.,I�.�f�il'�"��"'��'����+1't��"; `a. ,f.. Lj� FW r ,.�..: ,��i COUNTY OF BUTTE - DEPARTMENT 6F' -.PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILCE'CAL 0RNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET / Permit No. � OWNER (z lel +L, t� A. P. No. - Ll C5, Proposed Building Use C uJ J %r Building Inspector Date At time of permit application, I was advised the following data"must be submitted prior to permit processing -f'> and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . , 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authoriza ion. e Sanitation approval from ✓ot/_Health Dept. IN . 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) _.-._15. Improvements may be required. . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec.request to (Date' Pre -Inspection for �. �-._ ..._._. _ Required, Building Inspector Recorded copy of Agricultural Acknowledgment Statement, 19. Driveway Permit.�� oIan approval fr ir1 city of— When you issue the permit, process as follows: —Mail,tt owner, Mail to contractor. Telephone r SV� I and hold for pickup at✓ r; office, Deliver w/inspector. Other �/l w n-- Appl ica Date Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior t 1. Index permit for above items No. 2. Additional items required: _ ierrrjiy�ssuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by—phone---Mail —counter by Contractor, designer, owner, was advised c, above required data by—phone —ma il—counter byo Plans checked Copy—DPW Date Plans approved by Sets of plans on hold inA_-File cabinet AP folder date date TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance r. 3� (17 wee3S� liocation AP#. Plan Approved for: Sewage Disposal Water Supply Z% P/ Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for� bedroom mobile home. Other " NOTE *** Sanitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,-,Oroville., CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will: be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) S 2. I (have/have not) (/ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed-, construction: Name Address City Phone Contractors License No. 4.. 1 plan to provide portions of this.work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No.. 5. I will provide some of the work. -but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: —Property Owner Social Securi Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832.of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7.541 . J John Wheeler 119 Canyon Highlands Oroville, CA 95965 With reference to the above subject: " Attached is: DATE_ SPnr_ 1�� 1AR7 ME:Buidling Permit Application #2984-87 A.P. # 30-47-35 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced 0THER We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Dri , Oroville, for `� Completed Owner -Builder Verification for9km. Recorded copy of deed showing _parcel legally created VE -7 jun My Recorded copy of agricultural acknowledgement statement. OTHER hould you have any questions concerning the above, please contact this office. FG/aj Yours very truly, William'Cheff Director of Public Works .F. Glander Chief Building Inspector RESIDENTIAL PLAN CHECKING GUIDE (S.F.; DUPLEX & MYSC. ONLY)! 7/85 Bldg: Permit # Zc1�y- K7 OWNER ��� � A.P.: # -75Z9- Z 7- GENE1. Zog requirements:_ (sideyards 24--y-ation. PI a s s igned by des igner. . 4./Energy Design and Compliance. lations on -property. PLOT PLAN and number of permitted living units). l�,. emplete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. uildings or structures. ,,Zra ing, fills, drainage. 5,K Flood hazard. 6. ns on creation map or compliance document. FLOOR PLAN 2�mplete to scale plan with dimensions. �equired windows for light and ventilation (Sec. 1205). 3.(/Req_uired windows for second exit (Sec. 1204). (Chapter 34 & Sec;. 5207). 5. Ut man impact glass (Sec. 5406). 6.1equired room sizes, ceiling heights (Sec. 1207). 7. G� C.I.'s in baths, garage and exterior outlets (Article 210-8). 8 Light fixtures, switches, receptacles, and exterior receptacles for maintenance of M anical equipment.. 9. cations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. arage irewall, door size, and closer (Sec. 503(d)(3)). 11�./� 3'0" exterior exit door (Sec. 3304(e)). 121 ifireplace and wood stove location. 13// Smoke detectors Sec. 1210). STRUCTURAL DETAILS 1 ndation plan complete enough;. -.to construct building. 2. F or construction details complete enough:to construct building. 3vations and wall construction details complete enough to construct building. 4,... oof construction details complete enough to construct building. T ep a construction details and calcs if necessary. 6 Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. posure I plywood on exposed locations and overhangs. 2. irway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3.v Guardrail details (Sec. 1711 & 3306(j)).. 4..-4r4ek-or-stone veneer (Chapter 30). erior plaster - weep screeds (Sec. 4706). 6. Proper roof pitch for roof covering (Chapter 32). ies or bearing ridge beam. RESIDENTIAL PLAN CHEgKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) 8 r porch header sizes. 9. Adequate bracing. P07wing a Yeovga complete 1 -hour separation required on garage side including supporting walls and posts, etc. o exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). 12. "c access and ventilation (Sec. 3205). 13.`� U2' floor access and ventilation (Sec. 2516). 14.`�od stoves, clearances, alcoves & 1 -hour shafts. 1 ion air for fuel burning appliances. fg'_ oise r quirements on duplexes. o e soils - special foundation design. etainin walls requiring design. Unusual shape, size or split level house requiring lateral design. M Table 3-3a. Ceiling Insulation R -Value of Insulation I Points 19 i -4 22 1 -2 30 I 0 38 I +2 49 I +4 e 3-4a. R -Value of Insulation I Pointe Table 11 1 -7 19 I 0 24 ! +2 30 I +3 Pte Table 3-7. South-FacinR Glazing Pte Table 3-10. Shading Coefficient Points T -- ,I Glazing Type I I Total I ! 1 I of 1 Sngl, I Dbl, Trpl, I Floor ' I (U - I (U - ! (U - I I Area 11.10) 1 0.65) 1 0.41)1 I I ointa I oints I ointsl 0 +! +3 + g . I up to 1.5 1 +2 I +2 I +2 1 I 1.6- 3.6 I -1 ( 0 I 0 1 I 3.7- 5.2 I -4 ! -2 I -2 I 5.3- 6.5 I -6 I -4 ! -3 ! ( 6.6- 7.7 I -9 I -6 I =5 I I 7.8- 8.9 I -11 I -8 1 -7 I ( 9.0-10.0 1 -13 1 -10 .1 -9 I 1 10.1-11.5 I -17 I -13 1 -11 ! 111.6-13.0 i -21 I =16 1 -14 ! 113.1-14.5 I -25 I -19 I -16 1. 14.6-16.0 I -28 I -22 I -?9 Table 3-8. West -Facing Glazing Pts. I I Glazing Type 1 I Total I I Z of I Sngl, I Obl, I Trpl, I Floor I (U - I (U - I (u - ! I Area 1 1.10) 10.65) 1 0.41)1 I (points (points (oofntsl 11. ZO I Total I I Z of I OWNER, POINTS PERMIT NO. _ ASSIGNED ACTUAL 1. SLAB - INSULATION Dbl, Irpl, 2. RAISED FLOOR - R-19 x-19 0 U - ! U - ! 0.42- �_ O 3. CEILING - R-30. ! +5 1 I +3 I 13. INFILTRATION (Standard=0)(Tight=+12) I 0 -.18 1 ( 11.10 0 10.65 4. WALL - R-19 -J -S I -22 5. NORTH GLAZING - 2.44-3.69. It 9 _ • 6. EAST GLAZING -, 2.5-3.67. z 7. SOUTH GLAZING - 1.6-3.6% I -2. I -4 1 S. WEST GLAZING - 2.9-3.6% 0 � 2.6- 9. SKYLIGHT - 0-1.3% i7 D 10. SHADING (Exclude Overhang) I -6 15. EAST - .66-* loSo 3.6 I I 3.7- 4.8 I -4 SOUTH - .19-.42 ,103 1 6.3- 6.9 i !- 7.0- 7,6 I -15 -18 WEST - .13-.36 1 (Olt- 16. HEAT PUI(P (EER) 7.5-7.9% .SKYLIGHT - .37-.57"�- -7 -9 Table 3-3a. Ceiling Insulation R -Value of Insulation I Points 19 i -4 22 1 -2 30 I 0 38 I +2 49 I +4 e 3-4a. R -Value of Insulation I Pointe Table 11 1 -7 19 I 0 24 ! +2 30 I +3 Pte Table 3-7. South-FacinR Glazing Pte Table 3-10. Shading Coefficient Points T -- ,I Glazing Type I I Total I ! 1 I of 1 Sngl, I Dbl, Trpl, I Floor ' I (U - I (U - ! (U - I I Area 11.10) 1 0.65) 1 0.41)1 I I ointa I oints I ointsl 0 +! +3 + g . I up to 1.5 1 +2 I +2 I +2 1 I 1.6- 3.6 I -1 ( 0 I 0 1 I 3.7- 5.2 I -4 ! -2 I -2 I 5.3- 6.5 I -6 I -4 ! -3 ! ( 6.6- 7.7 I -9 I -6 I =5 I I 7.8- 8.9 I -11 I -8 1 -7 I ( 9.0-10.0 1 -13 1 -10 .1 -9 I 1 10.1-11.5 I -17 I -13 1 -11 ! 111.6-13.0 i -21 I =16 1 -14 ! 113.1-14.5 I -25 I -19 I -16 1. 14.6-16.0 I -28 I -22 I -?9 Table 3-8. West -Facing Glazing Pts. I I Glazing Type 1 I Total I I Z of I Sngl, I Obl, I Trpl, I Floor I (U - I (U - I (u - ! I Area 1 1.10) 10.65) 1 0.41)1 I (points (points (oofntsl 11. HORIZONTAL SOUTH OVERHANG 2' I Total I I Z of I tation 1 1 I 0 1 up to 1.3 1 40 +5 1 +6 1 +6 1 +6 1 ! +6 I Sngl, Dbl, Irpl, 12. MOVABLE INSULATION - NONE I .31-.66 I Floor I I Area 10.66 U - ! U - ! 0.42- I U - I ! 0.41 I 1 1.4- 2.2 I ! 2.]- 2.8 I ! 2.9- 3.6 I +3 0 1 +4 1 +2 I ! +5 1 I +3 I 13. INFILTRATION (Standard=0)(Tight=+12) I 0 -.18 1 ( 11.10 0 10.65 I dove I I 7.7- 4.2 I -J -S I -22 ! +1 1 I 0 1 West I .1 11.6 1 3.2 16.4 ! 8.0 I I 0.1- 1.2 1 +4 ! +4 ! +4 I 1 4.3- 5.0 I ! 5.1- 5.6 1 -8 -10 I -4 ! _-:_671 I -2. I -4 1 14. THERMAL MASS SF .83 up I I � 2.6- +1 I__- � I 5.7- 6.2 1 -13 I -8 I -6 15. CAS FURNACE (SE) 71-767. .13-.36 1 3.6 I I 3.7- 4.8 I -4 1 -2 I +1 I -1 1 1 6.3- 6.9 i !- 7.0- 7,6 I -15 -18 I -10 I ! -7 ! 16. HEAT PUI(P (EER) 7.5-7.9% I 2.0 up 1 0 I 4.9- 6.1 I I 6.2- 7.3 I -7 -9 I -4"-3 I -6 I I -5 I I 7.7- 8.2 I -2J •-12 I -14 I -9 ! I -11 I 1 -2 I -1 I I I ! 7.4- 8.2 1 -12 I -8 ! -7 I I 8.3- 8.8 I ( 8.9- 9.5 1 -22 -25 I -16 I -18 I -13 I I -15 I 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% Table 3-12. Movable Insulation 1 e.3- 9.7 1 -14 I -10 I -8 I ! 9.6-10.1 ► -27 I -20 1 -16 I -5 I WOOD STOVE ES 4--33 1 9.8-10.8 1 1 10.9-12.0 I -17 -19 ! -12 I -14 I -10 I I -12 I ! 10.2-11.0 1 ! 11.1-11.8 I -29 ( -35 I -23 -26 I -17 ! 1 -21 I -6 I L (,ec-'WATER 's� a'tTER - o 112.1-13.2 I -22 I -16 1 -13 ( ! 11.9-12.7 I -38 I -29 i -24' I -8 I 1 Moveable Insulation'( I 1 13.3-14.5 I -24 I -18 I -15 I ! 12.8-13.5 I -42 I -32 I -27 I -10 I ��,�qq ��yy��.. ATTIC /o f'3 1 14.6-15.3 I 1 I -27 I -20 I I -17 113.6-14.3 I I I ! 14.4-15.2 I -46 I -50 I -35 -33 1 -29 I I =32 I I SC by I I Orten- 1 Z Floor Area tation 1 I I East I I 3.2 I I I Glazing Type i 0-3.1 to 6.4 up I I 6. ! I I I I 0 -.19 i 0 ( +1 I +2 .20-.36 I 0 I 0 I it I .31-.66 I 0 1 0 I 0 I .67-.82 I 0 I 0 I -1 .83 up i 0 i -1 i -2 I South ! 0 1 3.2 1 6.4 18:0 19.6 I I to 1 to I' to I to I up I 13.1 1 6.3 17.9 19.5 I I I 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 I -2 I -2 -3 .67 up I •i 0 1 -2 I -4 1 -4 ! -6 West I .1 11.6 1 3.2 16.4 ! 8.0 I to I to I to I to 1 up 1.5 j 3.1 i 6.3 i 7.9 0-.12 i 0 1 +1 1 +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 ,• 0 1 -1 1 -3 I'-6 I 4 .58-.82 I -1 I -3 IBJ =12 I -15 .83 up I I -2 1 -4 1 -8 I -16 I -20 1 1 Skylight I .1 I .8 1 1.6 13.2 14.0 I to I to I to l• to I to 1 7 1 1.5 13.1 13.9 1 5.2 0-.12 1 0 1 +1 I +3 i +6 ( +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I -' .58-.82'.1 -1 1 -3 1 -6 1 -12 1 -. .83 up 1 -2 1 -4 I -6 I -16 1 -20 I I I I I OTHER ��� ���NS _{- I 1 1 I 1 Table 3-11. Horizontal South Overhene Point! ZTable 3-9. Sk lioht Points South Glazing TOTAL POINTS = (;7.ft. Slab Floor Points Table 3-2. Raised I Insula- I R -Value of Insulstion I ! R -Value of I thin I I I Insulation I Depth, I I inches 1 0-2 1 3-4 1 5-6 1 7+ I I I I t I I I below 3 1 I I Length Out I Area, 1 from Wall I I ft T Z of Floor I I I I Glazing Type I 3-4 1 0- 11 I -5 I -5 I -5 I -5 I I 5- 7 I 12 - 15 I -5 t -3 I -2 ! -1 I I 8 - 12 I 16 - 19 I -5 1 -2 I -1 1 0 1 I 13 - 18 20 + i -5 i -1 i 0 i +1 I Floor 7/7/83 Zv I le 3-6. Eaet-Facin Clazin Yte. I I I Total I Glazing Type 1 I I Length Out I Area, 1 from Wall I I ft T Z of Floor I I I I Glazing Type Total 1 I I Z of Sngl, I Dbl, I Trpl, 1 10-6.3 1 6.4 up 1 I Z of I Sngl, I Dbl, I Trpl,J Floor I U- I U- I U- I I i I I Floor Points I Floor I (U - I (U - I (U - I I Area 1 0.66- 10.42- 1 0.41 I j 0 - 0.5 1 -2 1 -4--T I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down 1 1 0.6 - 1.0 1 -2 1 -3 1 I,p-olnts ! oints 1 ointsl 1 1.1 - 1.9 1 -1 1 -2 ( Points I 1 0 1 +' +.41 •4 1 1 up to 1.3 1 -1 1 0 I 0 I I 2.0 up 1 0 I 0 ! ! I up to 1.3 1 +3 ! +4 1 +4 1 I 1.4- 2.2 I -3 1 -2 I -1 I I I I I 1 1.6- 2.4 I +1. 1 +2 1 +2 1 I 2.3- 2.8 I -6 1 -4 i -3 I Table 3-12. Movable Insulation -12 1 I 2.5- 3.6 I -2 I 0 1 0 1 I 2.9- 3.6 I 9 1 -6 I -5 I Points - 1 I 3.7- 4.6 I -5 I -2 I -1 1 I 3.7- 4.2 1 -1 1 -8 I -6 I 1 ! 4.7- 5.6 I -8 I -4 1 -3 1 I 4.3- 5.0 1 -1 1' -10 I -8 I 1 Moveable Insulation'( I 1 I 5.7- 6.7 I -10 I -6- I -5 1 I 5.1- 5.6 I -16 1 -12 I -10 I ! Area, Z of Floor ( .Points I T2 I I 6.8- 7.7 I -13 I -8 I -7 1 I 5.7- 6.2 I -19 1 -14 I -12 0 I I 7.8- 8.7 ( -15 1 -10 I -8 1 1 6.3- 6.9-21 1 -16 1 -13 I I 8.8- 9.7 I -1.7 1 -12 1 -10 1 1 7.0- 7.6 1 -24 I -18 1 -15 1 1 0- 5.5 I 0 I I 9.8-11.2 I -21 I -15 I -13 I 1 7.7- 8.2 1 -26 I -20 1 -17 1 1 5.6 - ll.5 I +2 I 111.3-12.7 I -25 i -18 I -15 1 1 8.3- 8.8 1 -28 I -22 1 -19 I I 11.6 - 17.5 ( +4 I 112.8-14.0 1 -28 I -21 I -18 1 1 8.9- 9.5 1 -31 I -24 1 -21 1 i 17.6 - 23.5 I +6 I •;. 14.1-15.3 I -32 I -24 I -20 1 1' 9.6-10.1 1 -33 I -26 I -22 I I `23.6+ I +8 I LI {/ . r Table 3-13. „I-1f!lttation Control Features Points T--- -- 1 Coctrol Features I Points I T- I I I Standard I 0 I 1 I I 10.9 air changes per hr I I I I I r- I Tight i +12 1 I I I 10.6 air changes per by I' I i 1 I Table 3-15. Cas Furnace Without RefrlReratlon Coollr.e Points I Seasonal Efficiency I Points I (SE). L I I I 71 - 76 I 0 I I 77 - 82 I +2 I I 83 - 88 I +4 I I 89 - 94 I +6 I I 95 up I I I +8 I I I 8.8 - 9.1 I Table 3-16. Peat Pump Points I Energ,'v Efficiency I Points I I Ratio (EER) I I I 7.5 - 7.9 I +3 I I 8.0 - 8.3 I +6 I I 8.4 - 8.7 1 +9 I I 8.8 - 9.1 I +12 I I 9.2 - 9.6 1 +13 I I 9.7 - 10.2 I +18 I 1 •10.3 - 10.8 1 +21 I I 10.9 - 11.5 I +24 I I Li.b - 12.3 I +27 I I 12.4 - I 13.2 I I +30 I I Table 3-17. Cas Furnace With RefrlReratlon Cooline Points IRefrlgeraciod Gas Furnace I Cooling I SE % I I171 -177-i 83- s9- 95 1 1 761 821 881 941 u I 1 6.0 - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 1 1 9.8 - 9.2 1 +41 +61 +e1+101+12 1 1 9.3 - 9.7 1 +61 +81+101+121+14 1 1 9.8 - 10.3 1 +316-101+121+141+16 1 1 10.4 - 10.9 I+1G:+L2i+141+161+18 I 1 11.0 - 11.5 1+121+1:1+1614.191+20 1 1 1 1 1 1 - I 7/7/83 TRUE 1-14 (ILDAPTEO) MASS DUELLING AREA SQUARE FOOT ZONE I1 INTERIOR THERMAL MASS POINTS AREA SA. 6-T. 1.000 I A 8 C D A 1,500 0 C D A 2,000 B C D1 A 2.500 6 C 0 I A 3.000 8 C D I A 3.SO0 6 C D. A 4.000 8 C D� I A 4,500 B C D A _ I S.000 - 8 C • 50 2 2 2 2 2 2 2 0 1 2 2 2 0 1 0 0 0 0 0 0 0 D 0 0 0 00 +14 0 0 00 +3 0 0 01 o. o 2,r09 and up 0 ' '.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 O 2 2 0 0� 0 0 0 0 1 ISO 6 6 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Z' 7 2 0 2 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 . r 0 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 ? 2 2 2 2 2 2 2 2 2 : 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 7 2 2 2 7 2. 2 2 2 350. 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 ? 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6-6 4 2 4 4 4 2 4 4 4 2I 4 4 2 214 4 2 2 Sol IB 18 16 10 12 12 10 6 10 10 a 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 4 t 4 2 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 I 6 6. 4 2 6 6 1 2 1 ?93 24 24 20 14 18 16 111 10 14 14 12 8 10 10 10 6 10 10 8 6 8 8 6 4 a 6. 6 1 6 A 6 41 6 6 r 7. i 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 ? 1 6 6 4 6 6 6 4I 6 6 b 4 i 900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 � 0 8 '8 4 8 8 6 1� B a 6 t i 1.000 30 A 26 IS 22 20 20 14 18 16 16 10 14 14 12 8 17. 10 6 12 10 10 6 10 10 8 6 a 8 6 4� - 6 C 4 i I,;OU .32 32 28 20 24 24 22 14 20 20 itl 10 16 16 14 8 11,42 11 12 8 12 12 10 6 10 10 10 6 10 10 8 C !J ¢ ¢ . 1,200 34 32 30 22 26 26 22 16 22 20 18 )2 18 18 14 10 14 14 12 8 14 12 12 8 �12 12 10 E I l0 10 8 6 l0 10 a 6 1.300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 It 10 lu 14 14 8 14 12 12 8 12 12 10 6 12 10 )0 CI 10 le F. 6 1.400 34 34 32 2/ 28 28 26 18 24 24 20 1: 20 20 18 12 18 16 14 10 14 14 12 6 14 14 12 8 12 12 :G CI 10 10 11 5 1.500 136 34 31 21 30 JO 26 18 21 21 22 1{ 22 20 18 12 I8 18 16 10 16 16 14 8 1{ 11 12 tl 17 12 10 (,1 ;? )2 1:. 1 d 1 2.300 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 20 18 12 18 18 16 10 1C• 16 i4 C 14 14 12 9 2.500 I 34 34 30 22 30 30 •26 18 26 26 24 16 24 24 22. 14 22 22 13 :2 20 20 19 I.•I IS !3 IG J.COO 34 32 30 22 30 30 26 18 28 :6 24 1'6 124 24 22 14 22 27 20 14 + :? :3 1`- 12 3.500 32 32 30 20 30 30 26 ld rd 28 r1 16 26 24 c? 141 `4 :4 20 14 32 32 30 20 30 26 IS ' ?s Itl 24 if 26 2S 2: )f.l 4.500 130 32 32 28 20 i 30 30 26 It j it,j!% 22 le : 5_003 I32 t7 Te 'e3j IJ ;u .6 1= 1 A) 1. 311' Concrete Slab: HC -8.93; R•.29; Factor•7.3 2. 3 3/4' Thick Comnon Brick: IIC-7.125; R•.1;; Factor -7.3 B 1. SSS' Concrete Slab: HC•14.106; P.•.458; F'actor•7.1 C 1. 8' Solid Filled Block: HC•20.63; R-1.93; Factor -6.1 2. a Solid Filled Block With Both Sides Exposed To Conditioned Air. HOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: HC•10.164; R-.965; Factor -6.1 D) 1' Thick Concrete/Tile: KC -2.55; R•.083; factor?3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heating Points Points for this measure vlll? I be completed after the CEC I I has approved an Alternative I Component Package for Resistance '1 I Beat. Table 3-18. Active Solar Spnce Net Solar Fraction I Points (NSF), Z I 1 0-6 1 0 1 I 7 - 14 I +2 I I 15 - 23 I +4 I I 24 - 30 I +6 I I 31 - 39 I +8 I I 40-47 I ; +10 I I 48 - 55 I +12 I I 56 - 63 I +14 I I 64 - 71 I +18 1 I 72 up I +20 I Table 3-20. Solar Water Heatin¢ With Cas Hark .n Pninra wood stove X33 poinEs(no back up) casablanca fan + l.point kuleffamil (per unit points) Floor Area Net Solar Fraction (NSF). X per unit, ftZ. I System Type I Points I I I I I Gas Only I I 0 ; I Heat P,,ap I I I I 0 I 0.9 iv -i9 ZC-29 3C-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,S00-1,999 0 +1 +3 +4 +6 +7 +8 +10 2,r09 and up 0 ' +l +2 +4 +S +6 +7 +9 All others (pe building points) 800-899 0 +5 +10 +14 +19 T +24 +19 +34 900-999 0 +4 +9 +13 +17 +il +26 +30 1.00D••1,199 0 +4 +7 +LL +15 +19 +22 +26 1,20(r-1,499 0 +3 +6 +9 +12 +15 +18' +21 1,500-1,999 0 +2 +5 +7 1 +9 +12 +14 +le 2,1)00-3,9:9 0 +2 +3 +5 +7 +8 +10 +11 3,06-.0 sad two0 +I +3 +4 +S 47! +s +10 Table 3-21. Other Water Eeatlnq Pts. I System Type I Points I I I I I Gas Only I I 0 ; I Heat P,,ap I I I I 0 I I Solar vith Electric ( I I I I Reelscance Backup I i I Meeting the Require- ( I 1 senti La Fact 2 I 1 0 i I I Electric Resistance i I I Oaiy OF Return to DPW AGRICULTURAL FOR RESIDENTIAL DEVELO MENTDGEMENT RECORDED BUTTE COUNTY OFFICIAL RECMDS B `Section 26-8.1 of the Butte County Code requires this acknowledgement be -recorded prior to issuance of a building permit. oil" 33301 The property described herein is adjacent to land or included i�gl SEP 6 �� �� within an area zoned for agricultural purposes, and residents of this CfiI�Ct URUijt�� property maybe subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herb ieff%gs�E�p�e�E�icIM-es; and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: The north 250 feet of the following described property: Parcel 3, as shown on that certain parcel map filed in the office of the Recorder of the County of Butte, State of California, on December 14, 1977 in Book 63 of Maps at page 53. Date: September 15, 1987 State of California ) On this the 15th day of September , 19 87 , before SS. me, the undersigned Notary Public, personally appeared County of .Butte ) ----"JOHN WHEELER and DAWN WHEELER"------------ 1�/PA��4 Ul /Vr)Wi/Vd Ak/ AV Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. ■ SANDY A. STACK • ■ NCtTAAY pUBtIC-CAIIFOFitNA ■ A My Wnff6su E Nov. S. 1 • ■ Present A.P. No. 4 1 1� .. � RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM. Owner �t�F�1J7 Climate Zone 11 Permit No. g -O FloorArea Compliance path: Package ❑ A. ❑ B ❑ C ❑Point System '❑ BudgetOther 04 MIN. R -VALUE DESCRIPTIO REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling 3p Wall ..13 ❑ Slab Floor Perimeter Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the S 7/83 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: [] (D) Continuous infiltration barrier _(E_) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple Total Bldg /9215"_ North Zy 9— East Z•s (p,7_ South _ ZY /,9 West le, 7, S�O Skylights O (B) Shading Shading Coeff'cient Description (� East �� D(!/iL GG�7il�l9b► Fn South Fn West Skylights t (� (C) South Overhang I Length of projection ft. Description 160411E ❑ (D) Moveable insulation: Area ftZ Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R=. MC= Location - ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R ,eA MC= Location ❑ Type - Area Ft . Z R=� MC= Location�. ❑ Type - Area Ft 2 IYC R=� MC= Location ❑ Type - Area Ft. Z HC R= MC= Location r'" (6) DOMESTIC WATER SYSTEM (A) Gas Only (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (tank size) ❑ *2 Active Solar Gallons FORM 1 Gallons (brand and model number) (collector brand and model number) (rated y -intercept) (rated slope)' (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other FLE'CIF.1 L (Describe) (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). [� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets r as outlined in the new appliance efficiency.standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: �/�%I�b r Heating: Winter design temper u e °, e1wgp 4V, 'heating load BTU elevation factor i eating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperat °, 2 (USE ONLY AS A SIZING GUIDE, COO G Y BE IS E (J ) ' * Submit T.I.P.S.E. chart or othe p r ved system (form #5) to documupt-s iI 01 solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meetA0ui� el f Title 24, Part 2, Chapter 2-53 of the California Administratio 1nJhGde e'q A® 1? 7/83 SI TU OF BUI ING DESIGNER OR APPLICANT I ,s (6) DOMESTIC WATER SYSTEM (A) Gas Only (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (tank size) ❑ *2 Active Solar Gallons FORM 1 Gallons (brand and model number) (collector brand and model number) (rated y -intercept) (rated slope)' (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other FLE'CIF.1 L (Describe) (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). [� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets r as outlined in the new appliance efficiency.standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: �/�%I�b r Heating: Winter design temper u e °, e1wgp 4V, 'heating load BTU elevation factor i eating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperat °, 2 (USE ONLY AS A SIZING GUIDE, COO G Y BE IS E (J ) ' * Submit T.I.P.S.E. chart or othe p r ved system (form #5) to documupt-s iI 01 solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meetA0ui� el f Title 24, Part 2, Chapter 2-53 of the California Administratio 1nJhGde e'q A® 1? 7/83 SI TU OF BUI ING DESIGNER OR APPLICANT I `OORM (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight �— fitting closeable metal or glass doors covering the entire opening. of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) - ❑ Heat Pump } (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector a orientation collector tilt rated y -intercept �4 7/83 rated slope 11ho Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump Btu/hr (cooling capacity ax 95°F) Other EVA P .. EER (describe) ' (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. •n (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall -be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive ape or mastic to prevent air loss and shall be insa,�;tgigV_ �bnform o the provisions of Section 1005 of tie, UMQT19?5VEditi��� Solt • � n RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO F 7 Name John R. Wheeler and S"�' Address Dawn L. Wheeler she L 119 Canyon Highlands rnvi ll e� CA 95966 ECJR 01- 8Uf � COUN y PFACIAL RECORDS BY 1967 JUN -5 M 0: OS CANKACE J. GR! BBS CLERK -RECORDER FEE.,, 8'7—?04�)? SPACE ABOVE THIS LINE FOR RECORDER'S -- - Deed of Gift - This Deed, made the ........... if. th...............................I.................... day of ....... June... • ................. . one thousand nine hundred and ..eighty-sev.en..........:....... , Between. FlInt..N.-Wheeler.. and ..Janet . M....Whe.eler.... husba,nd..aad..wife ....... as..job,nt..te.maAtS................... ............ . ...........................................I...... Grantor and .....J4????. R.,..Whe.e�.sr.. and . JAwn . L,...Wheeler.,..husband..and..wife.............. ..........as ..Joint., tenants................................................................................. Grantee Witnesseth: That the Grantor, for and in consideration of the love and affection which ........ ey ...... have.... for the Grantee, do ....... by these presents gift, give, and grant unto the Grantee, and to .their .... heirs and assigns forever, all ................................................. ........................................................................................................................ th e...... certain lot ......... piece ........ or parcel ....... of land situate in the .......................... ........................................................................................................................ ......................... County of ...Butte .......................... State of ..California ............ , and bounded and described as follows: The north 250 feet of the following described property: Parcel 3,, as,..shown on that certain parcel map filed in the office;of the"Recorder of the County of Butte, State of California, on December 14, 1977 in Book 63 of Maps at page 53: Together with the tenements, hereditaments, and appurtenances thereunto belonging or appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof. To have and to holm the said premises, together with the appurtenances, unto the Grantee, and to .thelr..... heirs and assigns forever. This document .s only a general form which may be proper tot use in simple bensactions and in no way acts. or is intended to act. as a aubsleule for the advice of an attorney. The printer does not make arty warranty. either eWess or implied. as to Ine "at validity of any provision or rhe suitability of mese forms in any specific tfws tion. 1 RIssue 118 DEC Ce y a.. i' • of - - - r . t . �s 1 RIssue 118 DEC Ce • z 0 J U _. J 0) ,z3 Ln Cr, CD 3 Q.OJ Q O U o O .M �ds3 �M W a- CLn >o OSLn OM CY' O Oji S_ Ln Q__) kD C v y a.. i' • of - - i . • z 0 J U _. J 0) ,z3 Ln Cr, CD 3 Q.OJ Q O U o O .M �ds3 �M W a- CLn >o OSLn OM CY' O Oji S_ Ln Q__) kD C v -Sun Power Bc ,Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415-459-4201 CA Lic.'#759086 Draring Type. i Cover Sheet _ ~ T .1011- l; Wheeler 6.0 kW UT Michael Mark TY k TY C41 4 IDI„ .-BUTT E ®pa .. Date,. _ BUILDING a .. 18 DEC 02 ... s DE ARTMEIVT NTS tt. 0 Sheet - I of 5 y a.. f . of - - -Sun Power Bc ,Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415-459-4201 CA Lic.'#759086 Draring Type. i Cover Sheet _ ~ T .1011- l; Wheeler 6.0 kW UT Michael Mark TY k TY C41 4 IDI„ .-BUTT E ®pa .. Date,. _ BUILDING a .. 18 DEC 02 ... s DE ARTMEIVT NTS tt. 0 Sheet - I of 5 of - - -Sun Power Bc ,Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415-459-4201 CA Lic.'#759086 Draring Type. i Cover Sheet _ ~ T .1011- l; Wheeler 6.0 kW UT Michael Mark TY k TY C41 4 IDI„ .-BUTT E ®pa .. Date,. _ BUILDING a .. 18 DEC 02 ... s DE ARTMEIVT NTS tt. 0 Sheet - I of 5 AC Disc. 0 Main . Service Panel Disc. ,)ny Boy 2500 Inv. -np Sub GUI ER 60 Astropowet 1200 58.1'x 26.0" each SITE PLAN tT'MCOUNTY ��`' ..r_ < zw E ri Jr.IVT PAF%TA#F' 430 VE Issue O U O 1,D (T) L'i 3 LO 0 3 E 6 U U OJ 0 0 (Y) LTJ (Y) U-) ED LO 0 CY) D—/ 0 OJ L U-) 11-)"00./ Sun Power Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 4154594201 CA Lie. #759086 DraMnq Type' Site Plan Job Wheeler 6.0 kW UT Dram B)n Kchaet Clank 'a" 17 DEC 02 Scale, V = 30' Sheet- - 2 of 5 Note. AC Viscon-sect !ocat-C40Main sen"cepaue! (3) Dc Disc (+) Sonny Boy 2500 Inverter 100 Amp Sub Pzvw] P.00F PEAK . GUTTER (60)Astropowe.rl2OLO5S.l'x26,0'(!ach N SUT'�"- ""OUNTY PARTMENT NED A. ROOF PLAN Sun Power Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 4154594201 CA Lic. 11759086 Drawing Tyw Roof Plan Job Wheeler --6,0 kW UT Drawn Bye Michael. Mark (4!r4 01 17 DEC 02 Sc*te- 1/8' = Y Sheet- 3 of 5 Typical Sloped Roof Mount -.RO-0f 0 -Pr.-Ofllng "J a . . Boit Sta Rooftop Mounting Cross-Sectio'n prof 1ke Inter -Module -,ctip ... War moclUte'loAinate Solar module frame Extruded rail Cho.-nnet nut Flash assembly Flashimg Roofing plywood .. X. BUTTE COUNTY BUILDING DEPARTMENT APPROVED (20) Photovoltaic Modutes #10 Copper RHw-2 from PV to Inverter # 10 Ground (20) Photovoltaic Modules #10 Copper RHw-2 fimn PV to Inverter # 10 Ground (20) Photovoltaic Modules #10 Copper RHw-2 frmn PV to Inverter N11TES: 6.0 kW PV system with 60 total modules (3) Array's of 20 each AP -120 Modutes 12 Volt DC each connected in series. Array Total Open Circuit Voltage = 420 Volts Array Total Maximum Power Voltage = 338 Volts Short Circuit Current = 7.7 AMPS Open Circuit Voltage (Voc) = 21.0 volts Maximum Power Current = 7.1 Amps Maximum Power Voltage (Vmp) = 16.9. Volts Warning! Electrical Shock Hazard. Do Not Touch Terrllnals on Both Line and Load Sides. May be Energized SINGLE SINE DIAGRAMMain House Grounding System METER 100 Amp AC 2 pole Breaker Main Service Panel (3)# 10 100 Amp Sub Pannel located at array if 8 Ground (2) # 3 in 2" conduit I BUTTE COUNTY � BUILDING DEPARTMENT � APPROVED AC Disc. — — J Cutler Hammer Non-Fusable Lockable NEMA 3R 2 -pole 100 Amp 240 Volt DG223URB ,a 4ssue Z r # 10 SMA Grota,d 5'l'U3t25j60U DC 2.5k -A' Disc Sunny Boy Inverter (2) # 10 THHN Cutler Hammer 240 VAC Non-Fusable Lockable rtr r;tr 3R2-pole30.Amp 600 Volt DG261 URB > 1� O U Array Total Open Circuit Voltage = 420 Volts Array Total Maximum Power Voltage = 338 Volts Short Circuit Current = 7.7 AMPS Open Circuit Voltage (Voc) = 21.0 volts Maximum Power Current = 7.1 Amps Maximum Power Voltage (Vmp) = 16.9. Volts Warning! Electrical Shock Hazard. Do Not Touch Terrllnals on Both Line and Load Sides. May be Energized SINGLE SINE DIAGRAMMain House Grounding System METER 100 Amp AC 2 pole Breaker Main Service Panel (3)# 10 100 Amp Sub Pannel located at array if 8 Ground (2) # 3 in 2" conduit I BUTTE COUNTY � BUILDING DEPARTMENT � APPROVED AC Disc. — — J Cutler Hammer Non-Fusable Lockable NEMA 3R 2 -pole 100 Amp 240 Volt DG223URB ,a 4ssue Z # 10 SMA Ground SwR250OU DC 2.5kVP Sunny Boy Disc (2) # 10 THHN Inverter Cutler Hammer 240 VAC Non-Fusable Lockable rtr 3R2 -pole 30 Amp 600 Volt DG261 URB DG261 URB Array Total Open Circuit Voltage = 420 Volts Array Total Maximum Power Voltage = 338 Volts Short Circuit Current = 7.7 AMPS Open Circuit Voltage (Voc) = 21.0 volts Maximum Power Current = 7.1 Amps Maximum Power Voltage (Vmp) = 16.9. Volts Warning! Electrical Shock Hazard. Do Not Touch Terrllnals on Both Line and Load Sides. May be Energized SINGLE SINE DIAGRAMMain House Grounding System METER 100 Amp AC 2 pole Breaker Main Service Panel (3)# 10 100 Amp Sub Pannel located at array if 8 Ground (2) # 3 in 2" conduit I BUTTE COUNTY � BUILDING DEPARTMENT � APPROVED AC Disc. — — J Cutler Hammer Non-Fusable Lockable NEMA 3R 2 -pole 100 Amp 240 Volt DG223URB ,a 4ssue Z # 10 SMA Ground S1%A7(2500U DC 2.5kVV Dlsc Sunny Boy (2) # 10 THHN Inverter Cutler Hammer 240 VAC Non-Fusable Lockable t+rT 3R 2 -pole 30 Amp 600 Voh DG261 URB > 1� O U Array Total Open Circuit Voltage = 420 Volts Array Total Maximum Power Voltage = 338 Volts Short Circuit Current = 7.7 AMPS Open Circuit Voltage (Voc) = 21.0 volts Maximum Power Current = 7.1 Amps Maximum Power Voltage (Vmp) = 16.9. Volts Warning! Electrical Shock Hazard. Do Not Touch Terrllnals on Both Line and Load Sides. May be Energized SINGLE SINE DIAGRAMMain House Grounding System METER 100 Amp AC 2 pole Breaker Main Service Panel (3)# 10 100 Amp Sub Pannel located at array if 8 Ground (2) # 3 in 2" conduit I BUTTE COUNTY � BUILDING DEPARTMENT � APPROVED AC Disc. — — J Cutler Hammer Non-Fusable Lockable NEMA 3R 2 -pole 100 Amp 240 Volt DG223URB ,a 4ssue Z O 1--i F— Q L U !: 01 LLI 3 !n z E< > 1� O U (1J F— O Q� .6 3 W o M L1J = M 11 c ll7 > o s In O N CD M Q� O CU S-. 11 —) kD O un Sun Power Geothermal Energy 125 Larkspur St. Unit 117 San Rafael, CA 94901 415459-4201 CA Lic. #759086 Dradng Type, Single Line Diagrarl Job, Wheeler 6.OkW UT Dram By- Kchael Clark (415) 4 9- 1 Dat' 18 DEC 02 state. NTS Sheet- 5 of 5 APPROVED. Butte Qoun vironmental ealth —;? V 441 4 - ignat' a f nre .4 44117 40ej , 5rl 10 rl 1 f f9vrj ol VI IV m i I - I 0 bi 35 ri 0om 0 074 f--�J,o /of,-jr4 xj 000mvt,\ a4 -M4 tf I A d 07 0017 pis/41^/fid ee oal7k�(l 6e.old NSA 1014 4 1 jjoe" IMA'sarism 4roll III I dl -IQ �Jj!m 44a 1,0�ri jr/ .- 411 1 *4 1 �-, M 4-4 �orl ll oo74 f4A Lo 1 11 1 111 1 1 LA I I fri j:� la�f � /� ' � i � O /of,-jr4 xj 000mvt,\ a4 -M4 tf I A d 07 0017 pis/41^/fid ee oal7k�(l 6e.old NSA 1014 4 1 jjoe" IMA'sarism 4roll III I dl -IQ �Jj!m 44a 1,0�ri jr/ .- 411 1 *4 1 �-, M 4-4 �orl ll oo74 f4A Lo 1 11 1 111 1 1 LA I I BU-TFJ-P ( it TY 11 BU1f-DU--,1G DIVISION APPRON E Sales, ervice, Installation • Lic, #566654 Assessor's Parcel Number:00] 00 _ ©©� _ Q Size (Acres) ' t' Owner Name /Address / Phone No. c c -- 507 ektoA Site Location E S Zoning Gen ral Plan 4 Contact: Name cicOA evtf--,� —�z Phone � < < 10 20 30 40 50 GRAPHIC SCALE ORIGINAL SCALE: 1" = 30' it M A ELLIS A&E SUPPLIES #4OD6c Ij NJ \ l� Z b O 2 a ��_, rdW,UBi rt�en#al t3s�9 N] 0 o 4toc-�JC� 77 POOL GENERAL SPECIFICATIONS SIZE 17 X r33AR[(EA_ 00 DEPTH 3 TO 8 SHAPE ��GGii�1M LINER Meown POOL CAPACITY l5a20' GALS. PUMP VmAf L-0 MOTOR H.P. H.P. FILTER fAl ' SMO. FT. (� VACUUM LINE 8 SKIMMER " RETURN LINE MAIN DRAIN SKIMMER MODEL BACKWASH LINE !7 -'OF 11z" FILL LINE Yt() ANTI SIPHON VALVE HEATER 14 A SIZE BTU GASLINE BY: VENTED BY: LIGHT S CLOCK ELECTRIC BY: ELECTRICAL BONDING BY: fk POOLCLEANER n CHLORINATOR TJX6cp ass BOARD — SIZE W SMk2T' $TTGrs BOARD SUPPORTS N LADDER — MODEL Water SLIDE N nDA l2f Color W M oku�ES GRADING STUB PLUMB JLYES ❑ NO DECK BY: NOTES SCALE 118" = 1'0" CJ b r001A E 2 0 Z) ��' IG11J crt�C}Lon r DWN BY. �IGk C(DATE % Woo CK'D BY. DATE NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIFIED: POOL IS .� SHALLOW TO DEEP I HAVE RECEIVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION USTOMER'S SIGNATURE DATE m= SPA TYPE: MDL M DIMENSION: DEPTH: COLOR TOTALGALLONS SPA JETS TILE HEATER: PUMP & MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION: DECKING MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SO. FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE ❑ DOUBLE ❑ ELECTRIC BY: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION i LOT NO. TRACT NO. BOOK PAGE BLOCK ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MGR. SALESMAN Ve 41 OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME ADDRESS 50j, 2(�,a1 CROSS STREETS 411u&. 14Z_ RES. bZ- RES. PHONE _53c(—kciso BUS. PHONE 330—Z-7 E ,i M A ELLIS A&E SUPPLIES #4OD6c Ij NJ \ l� Z b O 2 a ��_, rdW,UBi rt�en#al t3s�9 N] 0 o 4toc-�JC� 77 POOL GENERAL SPECIFICATIONS SIZE 17 X r33AR[(EA_ 00 DEPTH 3 TO 8 SHAPE ��GGii�1M LINER Meown POOL CAPACITY l5a20' GALS. PUMP VmAf L-0 MOTOR H.P. H.P. FILTER fAl ' SMO. FT. (� VACUUM LINE 8 SKIMMER " RETURN LINE MAIN DRAIN SKIMMER MODEL BACKWASH LINE !7 -'OF 11z" FILL LINE Yt() ANTI SIPHON VALVE HEATER 14 A SIZE BTU GASLINE BY: VENTED BY: LIGHT S CLOCK ELECTRIC BY: ELECTRICAL BONDING BY: fk POOLCLEANER n CHLORINATOR TJX6cp ass BOARD — SIZE W SMk2T' $TTGrs BOARD SUPPORTS N LADDER — MODEL Water SLIDE N nDA l2f Color W M oku�ES GRADING STUB PLUMB JLYES ❑ NO DECK BY: NOTES SCALE 118" = 1'0" CJ b r001A E 2 0 Z) ��' IG11J crt�C}Lon r DWN BY. �IGk C(DATE % Woo CK'D BY. DATE NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIFIED: POOL IS .� SHALLOW TO DEEP I HAVE RECEIVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION USTOMER'S SIGNATURE DATE m= SPA TYPE: MDL M DIMENSION: DEPTH: COLOR TOTALGALLONS SPA JETS TILE HEATER: PUMP & MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION: DECKING MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SO. FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE ❑ DOUBLE ❑ ELECTRIC BY: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION i LOT NO. TRACT NO. BOOK PAGE BLOCK ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MGR. SALESMAN Ve 41 OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME ADDRESS 50j, 2(�,a1 CROSS STREETS 411u&. 14Z_ RES. bZ- RES. PHONE _53c(—kciso BUS. PHONE 330—Z-7 E ,i u n P' 4 r 6 _._ _ ,,,..�.�..,., .r.. w`.....�.r. �.. } r.=>•w.=v+++�:p++rr.. -_. ��®.-. ��.,.�.�,,.,. 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