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030-350-025
FJIM dmr'm A.P. 30-3 —25 1564114th St., Oroville AP 30-35-25 CONTR: Castle COInstruction.4 Chico ~ ) .Permit 3245-75E 030-350-025 06-0623. CONTR: Castle C( )nstr.yheico 11-1.f . � CURTIS, JIM .1564 14TH ST, THERMOLITO CONT: RICK HYSMITH / ^ | ' ' 1 " 1M► pisM �� Butte County Department of Development Services • eurrE_ AREA IN O T E .S j 7 County Center Drive, Oroville, CA 95965 (530)518-7601 v^vw.buttEcountyneVdds RESIDENTIAL APN: Permit No. Owner. 030-350-025 06-0623 k k CURTIS, JIM"-- ? Site Address: 1564 14TH ST, THERMOLITO CONT: RICK HYSMITH - — �- - - - Contractor. 1 GARAGE -DET— .1" Type of Permit: - -a 47 �I SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE -- 4 DATE JOB FINALED: I� SIGNATURE: rt COUNTY OF BUTTE --�- _ BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -7 OWNER PERMIT NO. A routine inspection indicates that the follwiClations of Butte County Ordina^^Ps exist at ` r the above acjd rd ess andshould b orrected. Please call for re -inspection when corre�.:'.=n of work, is c ipleted. If you have any questions pertaining to this matter, or need additional K exp�Nn, please contact the Building Inspector as indicated below. i? Y Date b ` Inspector CH 117-111 W / t' lx G� REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 3 C vc + OWNER PERMIT NO. ;.;. A routine inspection indicates that the following violations of Butte County Ordinances exist at At the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. '+ VG•c� d� ` C..Qeo.�; e n C /CeC or -'o< i - ' Date' Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. n �J // License Clasb :/ /"� License Number: / Date: OWNER -BUILDER DECLARATION ' I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following ?eason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrorrm-and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally 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 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier:�S Policy if: f ❑ 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply With those p1gyislons. Date: WARNING: FOtV16 to ecure worktrrs' 5cs!�pensation coverage Is unlawful, and I su ect an employer to criminal penalties and one hundred thqWand c6ilars ($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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: Address: PERMIT NO. BP060623 Issued Date: 04/25/2006 APN: 030-350-025-000 Site Address: 1564 14TH ST ORO Map Index: Description: det garage (570) Owner: COURTIS JAMES ANTHONY & NANCY JUNE 1564 14TH ST OROVILLE, CA 95965 Applicant: HYSMITH CONSTRUCTION RICK HYSMITH 5190 PENNINGTON RD LIVE OAK, CA 95953 530-695-8784 Contractor: HYSMITH CONSTRUCTION RICK HYSMITH 5190 PENNINGTON RD LIVE OAK, CA 95953 530-695-8784 License #: 791117 Architect: Engineer: Total Square Ft: 570 S.F. Valuation: $13,680.00 Census Code: *21(q�.9CQQ �331�31 -'2.G- © G This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolution t do work Indicated abov for which fees have been paid. O L By: Dater -- : )-O G PERMIT EXPIRES ON: 44-LJr O- O I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. O 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 subst o official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection, urposes. Print Name: Signatur . Date: ❑ Owner ❑ Contractor ❑ -Agent for Owner nt for Contractor B. C. Building Permit 01.16.04 pg 1 = OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat O or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs O Foundation O 14 Exits IS Cert of Occupancy'C 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E K- 'CO V E RS -CA R P O R T S `G A R A G ES A IVing-Setbacks-Easements tgs; Soils-Sz-DpthSpacing-CnnctrsSteel' 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 EI ctric Sills-Anchrs-Studs-Rftrs-Trusses Si . g; Nailing -Veneer -Stucco -Lath Roof, Shthg-Roofing �� (�—C_ Yf EEx�xt�teps-Doors-Landings Q� I - 1;2sBraced Wall pnls Ck zr_� . �. Qj,L.1 Nd: C'rt G ° m � ° - t DATE IPOOLS a 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 1 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GF1 i 5 Elec Pool Lting; 15 volts -GF] S 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 1 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr M 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Encisrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Apprvl j 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide 4e�c °'� o`er Pool Drawing " t i t I i OK = Nnt _ RESIDENTIAL (Single- & Duplex) DATE 1UND LOOR DATE IPLUMBING t'loning-Setbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 45pt Garage; Soils-Steel-Elec Grnd. Ftg Dpth- ' 55 DWV; Test Fittings & Anchr Nail Prtctn Ftg Porches/Decks; Soil. -Steel Ftg Dpth ` 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub. Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 64 Hold Downs and Special Anchrs 59 Fire Sprinkler- Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test ° 0�� oo`'? tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insulin & Support 14 Girders-Sills-Anchr Bolts,)oists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16• Insulation 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic c DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE FINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage- abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps -Anchrs -Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr.Ties-Purlin-Roof Brac TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-AirGap-Cooking Clrnc 30 Ext Doors -One 3; -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landin g -Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-DImc•Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Acc Mech Prtctn- LPG Appince Undr House 3- drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnis 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes ❑No o'er m o'er o' 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb App[nc-Frplc-CImc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑AL . 98 Address Posted AC Wire Sz ga ❑ CU or DAL 99. Fire Sprinkler 48 Range Circ ga ❑CU or MAL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs &Grnd Main Dscnnct m 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class :/ �__ License Number: Date: / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following ieason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom -and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: �� Com/ E�7 Policy #: /1 �� // z5p f ❑ 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 -tiecome subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those pr isi7ons. Date: WARNING: F Zto�ecure works rs' �oensation coverage is unlawful, and I san employer to criminal penalties and one hundred th and ($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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Civ.) Name: Address: PERMIT NO. BP060623 Issued Date: 04/25/2006 APN: 030-350-025-000 Site Address: 1564 14TH ST ORO Map Index: Description: det garage (570) Owner: COURTIS JAMES ANTHONY & NANCY JUNE 1564 14TH ST OROVILLE, CA 95965 Applicant: HYSMITH CONSTRUCTION RICK HYSMITH 5190 PENNINGTON RD LIVE OAK, CA 95953 530-695-8784 Contractor: HYSMITH CONSTRUCTION RICK HYSMITH 5190 PENNINGTON RD LIVE OAK, CA 95953 530-695-8784 License #: 791117 Architect: Engineer: Total Square Ft: 570 S.F. Valuation: $13,680.00 Census Code: *21q .9 Q! + qAa-Isco$ 3-21-0 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutionp t9 do work Indicated ab ov for which fees have been paid. q C By: } 4- PERMIT EXPIRES ON: T`!1i O� O 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 subst o official form or document of Butte County. I hereby authorize repr¢sentatives of Butte County to enter upon the above mentioned property for inspection• urposes. Print Name: Signatur . Ir Dale: o ❑ Owner ❑ Contractor ❑ Agent for Owner int for Contractor B. C. Building Permit 01-16.04 pg 1 T r�. BUTTE .COUNTY 0 oDEPARTMENT'OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION o oAND SU$MITTAL REQUIRRE,MENTS 0 >> -a o .24 HOUR'INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 O o cry:— OFFICE #: (530) 538-7541..... - a-> -� A FEE WILL BE REO UIRED AT TIME OF APPLICATION cOUN'�� website: www.buttecounty.net/dds **PT,FARF PRINT CT,F,ART V**' APPLICANT NAME ARCHITECT/ENGINEER OWNER Last Name ddress Address- _ First Name Address Zip Phone City, E-mail �. f StatV Zip Phone Fax E-mail -- APPLICANT NAME ARCHITECT/ENGINEER Name City ' ddress Address- � City City State) Zip Phone F " E-mail State License Number F APPLICANT NAME Name. 1 ' Address . City ' Sta � Phone � ,r 1% � Fax - E-mail For offi se ly: Zoni i Flood Zoe SRA Yes OcV Typ6 Const. Subdivision Name . Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL KtUUIKtIVIt1V 10 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPo6 d62� LOCATION Property Address % a L, Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other fhan licensecontractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY. Name .. Address dor Scope of Work: W_ Sq. Footage 0 Structure Built without Permits El Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an . application after expiration; a.new application, plans and fee will -be 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. Received by -'Amount: / biog SRA V Receipt#: Sheriff SMIP i v Dat€• \ Other ) �'i V I Total Page 1 of 2 REV 2-24-U5 9_ /�;4oGoG23 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 66012--P S ASSESSOR PARCEL NUMBER d ��O 2 5 Proposed Building Use: � 6C D Permit Technician: � � Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. I fN 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. t f\) 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 010 1I v 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. Cl 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) P -k 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers ........ :................................................................................... ❑ 16. Agricultural Buffer clr'and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... O® 18. Erosion Control Plan Required........................................................................ k 19 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit.........:.............................................................. ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ California Department of Forestry plan approval ❑ paid. Sent by: ............. :)( 527 Planning approval for Use: (B) Parking: (C) Parcel Check: .......... heck:..........®O�o \ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ NEI (�I � ( 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 27 Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number :......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description,.❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. � Other: - d When issued Telephone I ���-- yCand hold for pic up. I have been inform" ed oY the above items and requirements for obtaining a building permit. Applicant: _ Date: 1. Index permit application f • the o e i m numbered: Plan Check Letter 2. Additional ite require on ra designer, ov�r`f'ier, was advised of the above data by phone, ❑ mail, ❑ counter, by - Date: E- I {-t7 6 Contractor, de6igner, wrier, 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: 2 1 Plans approved by: Date: Structural reviewedby Dat . Structural approved by: Date: Note transfer by: Date: I T Yellow: Building Division K/Building/Plan ChecWData Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner courtis Application Date 3/21/2006 APN No: 030-350-025 Permit No: BP 06 0623 Permit Type: det garage 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 _ (State Responsibility Area) Building Inspection $109.98 0 - $204.98 NON-REFUNDABLE portion of fees due at application $219.96 _ FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 5 6 7 7a 8 9 10 Balance of Building Permit Fees (from No. 1 above) SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Applications After 2114/05 at SFD ac MFD u County 4096.87 3071.14 Chico Urban Area 5372.09 3995.45 EI Medio Fire District 3128.31 2297.77 North Chico Specific Plan A SR -1, SR -3, SR-1/PD �c tR-1 � ti° R-2 R-3 7938.531 8031.53 7541.531-6360.08 6780.531 6757.08 6850.08 5599.08 Processing Fee is automatically added to impact fee total WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek 1 1771 Comanche Creek New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch MH 3117 EIPT DATE TSO/Asst $219.96 r lly y6V0 5-6r I r $331.31]j $329.94 54203gS��(; • , $1.37 6475.49 RECEIPT DATE Tech/Asst 0 $100.00 $200.00 Kourtni 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* 736 069 $6, 975 $6,070 RECEIPT DATE Tech/Asst $8,603 ISSUANCE OF PERMIT. Forms will be prepared after plan check At the time of permit ap ion, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. U Date: Applicant: , Pursuant to Gover ent code ecti 660 ,you are hereby notified those Items followed by an " " may have been imposed nn your project. 'You have 90 days from the date of Koval of a porject o from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Gov Tient C Section 6 020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 i Q�TMENT .. �.Tr�o��;, Department of Public Works I; O�=° �} C o u m y o f B u t t e O J OO IJ J. Michael Crump, LAND DEVELOPMENT DIVISION o o ; Storm Water Management Program \� O A � Director 7 County Center Drive C lJ Oroville, CA 95965 Av6L1C WpP�y (530) 538-7266 (FAX) 538-7171 National 'Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions prove Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 4, Department of Public Works ° C o u n t y o f B u t t e ° ° 7 County Center Drive ° CrovWe, CA 95965 J. Michael Crump, Director (530)538-7681 ` (FAX) 538-7171 A�e1-1c Wo��9 Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 630-350 – oz,6- Building permit # Owners Name: J t m Owners Mailing Address:TT— �-S6 Property Address:<� ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: 00 0 3 9 ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: ❑ 'Not a County maintained road ❑ Existing driveway conforms to County S-31 standard ❑ Other Approved by Printed Name Goc,� c . I T, , vrS Title 1! Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. TRUSS; O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Design Sub ittal Designed By: Date: Technical Representative: Bryan Wagner March 21, 2005 Bryan Wagner * All enclosed drawings are y ('',1tiari* Mitchell's Building Supply Office Phone: Office Fax: Plan/Elevation: Floor System: O Roof System: O Project Curtis 19x30 Oroville, Ca. Site Phone: Site Contact: O Original Submittal O Complete Revision M41 O Partial Revision: Replaces individual drawings Work Order # 0301203 0 Addition: Add to Original Submittal L-- 30-0 30-0 ' Roof line 3D Lay LY�mes Curtis 19, x \SALES 30 REP BW WO# gar1640 DUE DATE Mitchells Building Supply DSGNR/CHKR BW / BW Date 3/21/2006 11:57 TC Live 30.00 psf DurFac-Lbr 1.15 Q OrOV1l le Ca. I I I ^ I I /r,\ TC Dead 14.00 psf 1.15 DurFSpPItacing U \�\iL 03:C) -Ville C d BC Live 0.00 psf O.C.O. C. S p a C i ng 2 4. 0 4. BC Dead 7.00 psf Code : UBC -97 7Z Z7 IBC J y S1`L MIS e L L L S7 _ Total #Tr/#Cfg : .16 / O a 51.00 psf Job Name: James Curtis 19'x 30' Truss ID: S1 Qty: 14 BRG X -LOC REACT SIZE REQ'D 2x4 DFL #1 2x4 DFL #1 Platingg�sppeec • ANSI/TPI -- 199S UPLIFT REACTION(S) 1 0- 1-12 1233 3.50" 1.50" 2 18-10- 4 1233 3.50" 1.50 ' RATE RESEEAARRCCHHRREEPORT THIS DLSI(2V IS THE �05ITE RESULT OF LARE Support 1 -39 lb Support VALUES PERxI� #1607. BRG REQUIREMENTS shave are based ONLY Loaded for 10 PSF non -concurrent BOLL. IF RANGERSMULTIPLE INNDDIICA`TED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR Thi is designed the ugh -97 Code. On the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLV Bldg Enclosed = Yes Importance Factor . 1.W MAX DEFLECTION (span) GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY MERS). Trus, Location - Not End Zone Hurricane/Ocean Gatep L/999 MEM 6-7 (LIVE) LC 1 L= D= D sg n r : BW Line No Exp B Bldg Lengt . 50.0 ft Bldg WWiiEdth a 1L8.00 ft -0.11' -0.13' T= -0.24" TICAL MEMBER FORCES: TC Live Mean root Meight a 21.'/4 ft, mph 80 TC COMP.1-2 :2060Sj(WR. / TEIS.Ij(fWR. CSI UBC Standard Occupancy, Dead Load - 12.6 psf 3-4 1600 1.15 % S3 1.60 855 Is laterally bred by the roof err each wreathing and ere baron dred Is laterally brined by a rigid sheathing material directly attached, unless otherwise TC Snow 4-5 -220066p0(1.15/ 737(1.56p0 00.71 5 n owD u r L=1.15 P=1.15 ® TRUSS BC COMP WR. / TENS. WR. CSI TC Dead 14.00 psf 7-8 1.600 % 1.15 0.65 4445 Northpark Dr. 8W brace �mmo UMsodar'mwith standards, 1188885 -2S 0.00 psf 1.15 / 1.00 / 1.00 WB COMP. OUR / TENS. WR. CSI 'V,sura`i'•vwodTruss CbudlofAmerica smdadDesign Responsibtinies.WLaND.s"',ir>FORrv.,- BC Dead 2-7 -576 1.15 / 75 1.60 0.13 O.C.Spacing 2- 0- 0 3-7 -23 1.60 / 946 1.15 0.42 4-7 -576 1.15 / 75 1.60 0.13 TRUSPLUS 6.0 VER: T6.5.2 wswdn537ie. The Arnedam Forest and Paper Assoolation (AFPA) Is located at 1111 19th SUM. NW, Ste 800, Washbom DC 20038. T 3-5-13 T= 0-3-13 O o d 7-0-0 7-0-0 7-0-0 19-0-0 9-6-0 9-6-0 1 2 3 4 5 4.00 4-4 4.00 B1 B2 W:308 W:308 R:1233 R:1233 LIA9 U:-39 t 2 � 19-0-0 9-6-0 9-6-0. 9-6-0 19-0-0 &W gg. fm. -.I- -V, - as a '�� ,fib ' ' i es ,W �d' ZO, ,W.'s le . 3/21/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design is for an individual building component not mss system. It has been based m speafiridlons provided by the component manufacturer WO: Drive -T-03012031-00005100001 ® and dare in aomdance with the arterd versions of TPI and AFPA design standards. No responsibility is assumed for dlnenstonal accuracy. DUrvdors are to be verified by the cor ponerd maraara taer mWor building designer prior to fabrication, The building designer mm must astain thin the roads D sg n r : BW # LC - 16 WT: 95# TC Live 30.00 psf L i ver D u r L=1.15 P=1.15 wiizedont�designmeetorm ud0reloadinginposed� by codeadthepa��mn. The designa5odarapai�resthmDchord HOMEWOOD Is laterally bred by the roof err each wreathing and ere baron dred Is laterally brined by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf 5 n owD u r L=1.15 P=1.15 ® TRUSS noted. Bradre shwa is for lateral srppot of cor po ants merrmers only to reduce budding length. This eor pon ant shag not be placed In any environmmathatwillcamthendsturecoderdofthewoodtoaceed19%androcausemvredopmemmoym. Fabricale hanckistaU TC Dead 14.00 psf Rep Mbr Brill / Comp / Tens 4445 Northpark Dr. 8W brace �mmo UMsodar'mwith standards, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'V,sura`i'•vwodTruss CbudlofAmerica smdadDesign Responsibtinies.WLaND.s"',ir>FORrv.,- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 MM 14M and ECst W&AARY St *M by wan and! TPI. The Toss Plate lrsmme (TPA is teemed at Sea D'arerdo Drive, hmmson. TRUSPLUS 6.0 VER: T6.5.2 wswdn537ie. The Arnedam Forest and Paper Assoolation (AFPA) Is located at 1111 19th SUM. NW, Ste 800, Washbom DC 20038. Bldg Code: UBC -97 DEFL RATIO:. L/240 TC: L/2 Job Name: James Curtis 19'x 30' Truss ID: SG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. BL BLK 2x4 DFL STANDARD MULTIPLE LOAD USES. Bldg Enclosed - Yes Inportance Factor - 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DMWING, Truss Location . Not End Zone Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line - No tegory . B Ma use adequate staples for ggable blocks. 1 -PLY AND 3" HANGER MAILS FOR MULTI -PLY Bldg Length - 50.00 ftBldg Width 28.00 ft BUILDING DESIGNER MUST VERIFY CABLE LOADS! QRDERS. IF 2.5" GUN NAZIS ARE USED THE Mean root height - 21. �4 ft, mph 80 [+77 gable bracing required 9 8" intervals, NANCERS MUST BE RE-EVALUATED (BY WERS). UBC Standard Occupancy, Dead Load - 12.6 psf if sed to rn nd�oad applied to face. PLATING BISED ON GREEN LUMBER VALUES. See "General Gable Details', 0002065035. 4-04-0 0 1 1) "). � �) d . I A� �-a 4-0-0 19-0-0 t 9-6-0 19-M r 1 2 3 4 5 6 7 89 10 11 12 13 4.00 3-4 4.00 ��19-0-0 14 15 16 17 1819 c291 22 11 120 230 24o 25 40-0 4-0-0 —� p d 1 "5 -19-0.0 -i TYPICAL PLATE: 1.5-3 1 1 OVER CONTINUOUS SUPPORT Tn�s�al Systems es are 20 unless s11Qwnb "18"(1gaH (Sj6.w'1NX" 20 �) itimed per JrtiM Dtails Grcleo Rtes a�false frartre fates are HI ass e. h le stud cites Ro civ !d by with structural es ors le . 3121/2006I WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design is for an Individual burning component not thus system H has been eased on specifications plowed by the component manufacturer WO. Drive -J-03012031-00005-100001 ® and done in acomdance with the current Versions or TPI arta AFPA design standards. No msponsbliby is assumed for dimensional accuracy. Dimensions Dsgn r BW #LC 16 IAN: 114# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mist ascertain that the bads : = TC Live 30.00 psf Li veDu r L=1.15 P=1.15 HOMEbI/OOD utilized on this design meet or exceed the Wading Imposed by the beat building code and the particular hat adar application. The design assumes tthe top droN s laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing is for steml TC Snout 0.00 psf SnowDu r L=1.15 P=1.15 ® TRV SS noted. shown support of cortponens memreduce buckling only to redubuckling length. This component shell not be placed in any environment that will cause the moisture content of the wood to exceed 19%andfor rause connector plate corrosion. Fabricate, handle, install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards: Joint and Cutting Detail ReporW aWlabbe as output from Truswat software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI V, VVrCA V- Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENIT SAFIFTY INFORMATION- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 IBM 1.03) and SCSI SUMMARY SHEETS by WMA and TPI. The Truss Plate Institute (TPO Is located at 583 DOnofrto Drive, Madison, VAsconsin 53719. The American Forest and Paper Association (AFFA) is located at I I 11 19th Street, NW, Ste 800, lAkishington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 SIERRA VI UNIT I LOCATION MAP x9oo o z000 wm %.LE IN FEET NOTES THE BASS OF BEARING IS THE EASTERLY UNE OF.BLOLK 96 SHOWN AS NORTH ON THE FILED NAP OF THERNAUTO SUB- DIVISION. 3/4" IRON RPE SET AT ALL EDT CORNERS TOTAL ACREAGE 7995 AC. TOTAL ACREAGE IN LOTS 7.985AC. TOTAL ACREAGE IN STREETS 0.00 AC. PUBLIC UTILITY EASEMENT UNE-----""""'— SETBACKLINE TAG SET IN CONCRETE MONUMENT MARKED R.F 7294 a ANCHORAGE EASEMENT (5'X 20') SIERRA VISTA SUS®IVISI®N UNIT NO. ONE BLOCK 96 a A PORTION OF BLOCK 95 THERMALITO BUTTE CO., CALIFORNIA OWNERS 8 SUBDIVIDERS BUILDERS a ASSOCIATES SCALE ix• 100' JANUARY !961 ENGINEERING OFFICE OF WALTER B. GRIMES' REGISTERED CIVIL E;TCINEER N0. 7294 SHEET 2 OF SHEETS W Z-1, 9 THERMALITO (P9Y AVENUE I x.4.00 I I I ir8 81 I ~ S;I v RI g I I—. _._._.._... PLACER a s 4 g ______ _ AVENUE' ^I« znnoo BI 3 2w.00 / R. I & i SIERRA AVENUE - SIERRA VI UNIT I LOCATION MAP x9oo o z000 wm %.LE IN FEET NOTES THE BASS OF BEARING IS THE EASTERLY UNE OF.BLOLK 96 SHOWN AS NORTH ON THE FILED NAP OF THERNAUTO SUB- DIVISION. 3/4" IRON RPE SET AT ALL EDT CORNERS TOTAL ACREAGE 7995 AC. TOTAL ACREAGE IN LOTS 7.985AC. TOTAL ACREAGE IN STREETS 0.00 AC. PUBLIC UTILITY EASEMENT UNE-----""""'— SETBACKLINE TAG SET IN CONCRETE MONUMENT MARKED R.F 7294 a ANCHORAGE EASEMENT (5'X 20') SIERRA VISTA SUS®IVISI®N UNIT NO. ONE BLOCK 96 a A PORTION OF BLOCK 95 THERMALITO BUTTE CO., CALIFORNIA OWNERS 8 SUBDIVIDERS BUILDERS a ASSOCIATES SCALE ix• 100' JANUARY !961 ENGINEERING OFFICE OF WALTER B. GRIMES' REGISTERED CIVIL E;TCINEER N0. 7294 SHEET 2 OF SHEETS ZpOlb&Z::� O LOOMIS OFFICE O MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. 1 Loomis, CA 95650 Marysville, CA 95901 TRUSS Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 'truss Design Sub itta Designed By: Date: Technical Representative: Bryan Wagner March 21, 2005 Bryan Wagner * All enclosed drawings are in alpha -numerical order * "-!Client Project Mitchell's Building Supply Curtis 19x30 Oroville, Ca. Office Phone: Site Phone: Office Fax: Site Contact: Plan/Elevation: Floor System: O O Original Submittal WETSEALS O Complete Revision Roof System: O P " O Partial Revision: Replaces individual drawings Work Order # 0301203 0 Addition: Add to Original Submittal 0 rn 30-0 Roof l ine 3D Layc aaD� 00000 S y s t em UtLme s Curti s 191 `x• 301 Mitchells Building Supply Oroville Ca. Oroville Ca. SALES REP BW DUE DATE : DSGNR/CHKR BW / BW TC Live 30.00 psf TC Dead 14.00 psf BC Live 0.00 psf BC Dead 7.00 psf Total 51.00 psf WO# gar1640 Date 3/21/2006 11:57 DurFaC-Lbr 1.15 DurFaC-Plt 1.15 O.C. Spacing : 24.0 Code UBC -97 4Tr/gCfg : 16 / 0 c� Roof l ine 3D Layc aaD� 00000 S y s t em UtLme s Curti s 191 `x• 301 Mitchells Building Supply Oroville Ca. Oroville Ca. SALES REP BW DUE DATE : DSGNR/CHKR BW / BW TC Live 30.00 psf TC Dead 14.00 psf BC Live 0.00 psf BC Dead 7.00 psf Total 51.00 psf WO# gar1640 Date 3/21/2006 11:57 DurFaC-Lbr 1.15 DurFaC-Plt 1.15 O.C. Spacing : 24.0 Code UBC -97 4Tr/gCfg : 16 / 0 Job Name: James Curtis 19'x 30' Truss ID: S1 Qty: 14 BRG X -LOC REACT SIZE REQ'D 2x4 DFL a1 1 0- 1-12 1233 3.50" 1.50" 2x4 DFL 91 Platin�gg�sppeec ANSI PI05 ]995 THIS DESI MIS THE ITE RESULT OF UPLIFT REACTIONS) Support 1 -39 lb 2 18-10- 4 1233 3.50" ed ON PATE VALUES PER ICBG RESEEAARRCCN�REPORT 91607. BRG REQUIREMENTS shown are based ONLY IF HHANGERS ACRE CASES. DIICCATED ON THIS DRAWING, Thisutrruss is designed the Loaded for 30 PSF non -concurrent BCLL. on the truss material at each bearing RATING BASED ON GREEN LUMBER VALUES. THEY ARE B4SED ON 1.S' WJGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLV ug�-97 Code. Bldg Enclosed - Yes Importance Factor .1.00 MAX DEFLECTION (5 an) L/999 MEM 6-7 (LIVE) LC 1 GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 6fAERS). Truss Location a Not End Zone Hurricane/Ocean Line - No E� Category e Bldg Lenft L= -0.11' D= -0.13• T= -0.24" STC � WR�%�TFNS. ?t =9ghhSO.W Bldg Width - ZB W ft UBC StaanndardiOccupancy,;Dead' Load 126 WR. CSI 1-2-�2y0p6p0 1.15 / 77 1.60 0.71 psf 3-4 -1600 1.15 % 56(1.60 0.55 ' 'sized on this design ma aw eawed the loamrp imposed by the local wilding code and the particular eppti afim me design assumes that the top chord TC Live 4-5 -2060 1.15 / 77(((1.60 0.71 L i ve Du r L=1.15 P=1.15 HOMEWOOD BC COMP. WR.))))/ TENSgDUR.3 CSI TC Snow 0.00 psf 7-8 25 1.60)% ®TRUSS noted. Bracing showm is for latera support of oon onents members; only to reduce budding length. This compared shall not be placed in any erwircrunerd that Will caw the moisture content of the wood to aceed 19% andtor caw connector plate corrosion. Fabricalehandlehistall 1985(1.15) 0.6S 14.00 psf Rep Mbr Brill / Comp / Tens . COM1P. WR. / TEhB. WR. CSI and brace this trssIn accordance ug.''�rd��ne�lRepaLs•avaltabbeasoutput from Tnewalsomrare, BC Live 2-7 -576 1.15 / 75 1.60 0.13 1.15 / 1.00 / 1.00 Colo Spr7ngs, CO 80907 4-7 1.15 97S 1.60 BC Dead 7.00 psf -576 % 0.13 TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1.03) and BISI SUMARY SFEET5 by WTCA and TR. The Truss Plate Institute (TPI) is located at 583 CfOromo Drhe, Madison, YNsoorain53719. The Arnerican Forest and Paper Association (AFFA) is located at 1111 19th SUeet. NW. Ste 800. Washington. DC 20038. O O 6 7-0-0 � 7-0-0 7-0-0 19-0-0 t 9-6-0 i 9-6-0 4.00 4-4 4.00 B1 B2 W:308 W:308 R:1233 R:1233 IA9 U:-39 2� t 19-0-0 , 6 7 8 9-6-0 19-0-0 I' 4-1-11 1SHIP 2 0-3-13 Ctrl (3tesa��als�e �es darere Ione�asgsl�oevr�al�ove ghb�e stud rates �a�ia' I wi s6ttCi3 ural lades'°^ �e . 3/21/2006 WARNINC7Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells 'Building Supply This design Isfor anlncrnmalbuilding mmonentnot truss system it has been based onspecifications pmAambythe coinponen W0: Drive_T_0301203_L00005_300001 ® and done in accordance with the amed msips of TPI and AFPA design standards. No respaaibirdy is assumed for dimensional accuracy. Ointeralon s are to be %ai8ed by that competed manufacturer ands building designer par to fabrication. The building designer mat asartaln that the loads Ds g n r : BW N LC = 16 WT: 95# 'sized on this design ma aw eawed the loamrp imposed by the local wilding code and the particular eppti afim me design assumes that the top chord TC Live 30.00 psf L i ve Du r L=1.15 P=1.15 HOMEWOOD is laterally bated by the roof «Boar sheathing and the bdtom da is kdwaly luaad by a riga sher ng mateba aheahy anadwd, u less amawtse TC Snow 0.00 psf S n owDu r L=1.15 P=1.15 ®TRUSS noted. Bracing showm is for latera support of oon onents members; only to reduce budding length. This compared shall not be placed in any erwircrunerd that Will caw the moisture content of the wood to aceed 19% andtor caw connector plate corrosion. Fabricalehandlehistall TC Dead 14.00 psf Rep Mbr Brill / Comp / Tens 4445 Nor;hpark Dr. and brace this trssIn accordance ug.''�rd��ne�lRepaLs•avaltabbeasoutput from Tnewalsomrare, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Spr7ngs, CO 80907 '��1',%TCn1'' Wood Truss Council oiAmerica Standard Design aespuWdlities.BULDINGCORFONENTSAFETY InFOFM00Orh- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1.03) and BISI SUMARY SFEET5 by WTCA and TR. The Truss Plate Institute (TPI) is located at 583 CfOromo Drhe, Madison, YNsoorain53719. The Arnerican Forest and Paper Association (AFFA) is located at 1111 19th SUeet. NW. Ste 800. Washington. DC 20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 Job Name: James Curtis 19'x 30' Truss ID: SG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 PlatinyyS�sppeec • ANSI/TPI 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESI N IS THE COMPOSITE RESULT OF UBC -97 Code. BL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclos¢d - Yes Importance Factor = 1.00 RATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED fXd THIS DRAWING, Truss Location - Noi End Zone Loaded for 10 PSF non -concurrent $CLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line - No Exp_Category B Ma use ad uate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY BldgLength - 50.00 ft Bid Widdth - 2800 ft BUILDING DESS CHER MUST VERIFY GABLE LOADS! GIRDERS. IF 2.5" BN NAILS ARE USED THE Mean roof height - 21.m ft, mph - 80 [+1 gable bracing required 0 j8" intervals, HANGERS MUST BE RE-EVALUATED (BY 6%ERS). UBC Standard Occupancy, Dead Load - 12.6 psf i sed to sun nd load applied to face. RATING ED ON BEEN LUMBER VALUES. See "General Cable Details', CD0206503S. 44-0-0 1 ry� 14 d Yq 4-0-0 19-0-0 9-6-0 9 6-0 u ' 1 2 3 4 5 6 7 89 10 11 12 13 4.00 4.00 51 3-4 T 4-1-11 1SHIP 2 0-3-13 14 15 16 17 1819 cRB1 22o 23o 24o 25 - W. 4-0-0 0 0 0 ab d4-0-0 4-0-0 911 m f a 1 4� 11 �� �I s -o -o J n , 2 07 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT v14 iP '999 rs� ���oY 3/21/2006 s mitis Mr le). WARNINC7Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l s Bui 1 di ng Suppl y This design Is for an Individual bunting component not truss system It has been based on specifications provided by the component muanudacturor WO: Dri ve_T_0301203_L00005) 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed fordimenslona! accuracy. Dimensions Dsgn BW are to be verified by the corrywnem manufacturer and/or building designer pito to fabrication. The building designer must ascertain that the loads r : #LC = 16 Wr: 114# calked on this design meet or exmed the loading Unposed by the local Wilding code and the particular application. The design assumes that the top shod TC Live 30.00 psf Ll Vr?DU r L=1.15 P=1.15 HOMEWOOD is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for Lateral support of components members only to reduce Wing length. This component shall not he placed in any onvironment that will rause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance wfth the following standards: 'Joint and Curring octan Reports available as output from Trusval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSL`TPI V, WTCA V - Wbod Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATIOtr - BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Rate Institute (TPQ is hotted at 583 D'Onoldo Drive, Madison, Wseonsin53719. The AmerimnForest and Paper Association (AFPA)is located at1111lgt street,NW,Ste$oo,V�ington,DC20o3$. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 e • f t TRUSS O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Design Sub ittal Designed By: Date: Technical Representative: Bryan Wagner March 21, 2005 Bryan Wagner * All enclosed drawings are in alpha -numerical order * Mitchell's Building Supply Office Phone: Office Fax: Plan/Elevation: Floor System: O Roof System: O Project Giles 30x50 Oroville, Ca. Site Phone: BUTTE COUNTY Site Contact: BUILDING DIVISION O Original Submittal O Complete Revision O Partial Revision: Replaces individual drawings Work Order # 0301203 ' . ; 0 Addition: Add to Original Submittal 0 0 50-0 Roo £ l i n e 3n L a y TRUSIM p0000 7 S y S t e rr 9 . ,50-0 tYtLmes Curtis 19' x 30' Mitchells Building Supply OrOville Ca. Oroville Ca. ; SALES REP BW DUE DATE : DSGNR/CHKR BW / BW TC Live 30.00 ps£ TC Dead 14.00 psf BC Live 0.00 psf BC Dead 7.00 psf Total 51.00 psf 0 0 co WO# gar1640 Date 3/21/2006 12.:29 DurFac-Lbr 1.15 DurFac-Plt 1.15 O.C. Spacing 24.0 Code UBC -97 #Tr/#Cfg : 26 / 0 t ,J • • 1. Job Name: Garages 1 tes a ase rare 2 es are t as ve. e Cr lr9 nd�Iesve20 unless sit'oned 1gs'fi a)3o�5hM� b�stud fates �aJ d'' wit %= lata' R yle. Truss ID: D1 Qty: 19 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1794 3.50" 1.91 TC 2x4 DFL #1 & Btr. Platingg sppec : ANSI/TPI - 1995 UPLIFT REACTION(S) 2 29-10- 4 1794 3.50" 1.91" BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS DESI N IS THE COMPOSITE RESULT OF Support 1 -206 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 2 -206 lb i This truss s designed using the on the truss material at each bearing MAX DEFLECTION (span) • Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. L/999 IN MEM 7-8 LIVE) PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE THE Bldg Enclosed - Yes, Importance Factor 1.00 LL= --0CRM0.30 D= -0.21' T= -O.S1" De r Fa c s L=1.15 P=1.15 USED HANGERS MUST BE RE-EVALUATED (BY WERS). Truss Location = Not End Zone Hurricane/Ocean Line No Exp Category C TC TEf15. Rep Mb r B nal 1.15 = = Bldg Len th =gg 40.00 ft Bi dg Width = 30.00 fti-2 1441.BCMeanStandardiOccupancy,6Dead / UR. CSI ® TRUSS shall not be placed In any environment that will cause the molst'ae content of the Mood to aceed 19%ancifor cause ocrmecior plate oorroslon. %'DUR. 2-3 .15 / 38951.60) 0.84 Rep Mb r Comp 1.00 4445 Northpark Dr. Load 11.8 4-51AS Rep Mbr Tens 1.00 Colo Springs, CO 80907 = psf BC Dead % 449(`1.60)) 0.884 O.C.Spacing 2- 0- 0 -HIB-91)arid 798-91SUNMARYSHEET' by TPI. The Truss Plate lrWihde(TPI)LsbcatedelvanmoDtMMadism,Wsmrhslns3719. BC COW. DUR.3/ TENS. ((WR.3 CSI Design Spec UBC -97 ' TRUSPLUS 6.0 VER: T6.4.2 7-8 1.603% 2270(1.153 0.60 TOTAL 51.00 psf DEFL RATIO: L/240 TC: L/2 -383 8-9 -371 1.60 / 3495 1.15 0.82 WB OCW,JOUR. / TENS. WRCSI2-7 -7441.15 /19 1.611 0.18 3-7 -601.60 / 953 1.1S0.42 3-8-601.60 / 952 1.15 0.42 4-8 -7441.15 / 198 1.60 0.18 7-6-0 7-6-D 7-6-0 7-6-0 7-0-0 15 0 0 22-6-0 30-0-0 15-0-0 15V 1 2 {3 4.00 00 4-5 61 - W:308 W..308 R:1794 R:1794 U:-206 U:-206 00 I 30-0-0 6 7 8 9 10-0-0 10_0-001 10-0-0 10-0-0 20-0-0 30-0-0- 1 tes a ase rare 2 es are t as ve. e Cr lr9 nd�Iesve20 unless sit'oned 1gs'fi a)3o�5hM� b�stud fates �aJ d'' wit %= lata' R yle. 6/27/2005 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an Individual building component not trues system it has been based on specifications Rowed by the component memrtecu er W0: Drive_T_0301203_L000OS_J00001 ® aid done InacocoanceviImthe cwranyersaand mmmaccuracy. s. NorespaclbilityIsasvfordimesion Ds BW Dirnenslonsare to be verified by the conponaa mamurer ifactefabrication.lor Wkfi g designer prior to fabrication. m lon. The building designer ascertain that g n r : #LC - 16 WT: 1S6# the loads ,�l�,antt�design meetoraceadtheloadingImposedbythelocalbW�ng code and thepad�arsppl�lern.Thedeslgnaastanes TC Live 30.00 psf De r Fa c s L=1.15 P=1.15 HOMEWOOD that the top chord Is laterally traced by mroof oi or floor sthealtdre and the bottom chord is latera9y IxeCed by a rigid stheathing material directly Rep Mb r B nal 1.15 attached, nadess otherwise noted. Bracing shown Is for Lateral support of components members only to reduce tluddi g length. This oerrparrnt � TC Dead 14.00 psf ® TRUSS shall not be placed In any environment that will cause the molst'ae content of the Mood to aceed 19%ancifor cause ocrmecior plate oorroslon. BC Live 0.00 psf Rep Mb r Comp 1.00 4445 Northpark Dr. me, Fabdcat%hanInstananaoraca9dstnsslnawordancew9h'.LDLNTDeraLSbyTnawm,ANWM1',wrcnr-WbodTnasCouncil Rep Mbr Tens 1.00 Colo Springs, CO 80907 of America Standard Design Responalbililes, WMXJWLNSTAwNCAND BRACINcry>ETALPLATE CONNECTED WOOD TRUSSES BC Dead 7.00 psf O.C.Spacing 2- 0- 0 -HIB-91)arid 798-91SUNMARYSHEET' by TPI. The Truss Plate lrWihde(TPI)LsbcatedelvanmoDtMMadism,Wsmrhslns3719. Design Spec UBC -97 ' TRUSPLUS 6.0 VER: T6.4.2 TheArencanForest and PeperAwodmion(APPA) is located at111119mSrW.Nw,see99,wasNngton,DD29039. TOTAL 51.00 psf DEFL RATIO: L/240 TC: L/2 .:1 Job Name: Garages' ' Truss ID: DG Qty: 2 CRMCALMEM¢R FORCES: TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 Platingg sppeec • ANSI/TPI - 1995 This truss is designed using the GBL BILK 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone Loaded for 10 PSF non -concurrent BCLL. Ma use adequate staples for blocks. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI Hurricane/Ocean Line = No Ex Category = C gable BUILDING DESIGNER MUST VERIFY GABLE LOADS! -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Bldg Length = 40.00 ft Bidg Width - 30.00 Mean height 12.96 ft, 75 ft [tj gable bracing required @ 58" intervals, HANGERS MUST BE RE-EVALUATED (BY OTHERS). roof - mph UBC Standard Occupancy, Dead Load = 11.8 Dsgn BW #LC 16 213# i exposed to vnnd Toad applied to face. PLATING BASED ON GREEN LUMBER VALUES. r : = WT: psf See "General Gable Details', C002065035. HOMEWOOD the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular appic�lon. The design assumes that the top Mond B laterally braced by the roof or Boor sheathing and the bottom Mord Is latently braced by a rigid sheathing Medal directly t 5-3-13 1X:2 0-3-13 CIT 4-0 0-16� � V � I 30-0-0 15-0-0 15 ao 1 2 3 4 5 6 7 8 9 1011 123 14 15 16 17 18 19 20 211 F4_0_0 4 00 3-4 aty 4L I « <. W+omuowoo Colo mob!�Wd(OU a t as o*4d ,A0' 4-0-0 b� cbf ch t df a �COINOO<1SPORTO o. 2 TYPICAL PLATE J n , 2007 V1 � (agl„1F • TltisvvdlSvsl�ns latasBre20pa �,!e�sx,1 ,g'h 6R �' �i° Fjt�! Is 6/27/2005 Cucletl Rtes false frame Iates are R ass e. h e s es t>� ae Ia. AR GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l 's Bui l di ng Suppl y This design Is for an Individual Wilding component not truss system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0301203_L0o005-100001 ® and done In accordance with the current versions of TPI and AFPA design standards. Na responsibility is assumed for dimensional accuracy. Dsgn BW #LC 16 213# Dimenspmaam to be verified by the component manufacturer adfor Wilding designer prior to fabrication. The Wilding designer mat ascerialn that r : = WT: TC Live 30.00 psf Du r Faes L=1.15 P=1.15 HOMEWOOD the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular appic�lon. The design assumes that the top Mond B laterally braced by the roof or Boor sheathing and the bottom Mord Is latently braced by a rigid sheathing Medal directly attached, unless otherwise noted. Bracing sham is for lateral support of components members only to reduce buckling length. This component TC Dead 14.00 psf Re Mbr Brill p ®TRUSS ® shall not be paced In any environment that will cause the moisture cometh of the wood to exceed 19% andfor cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Comp 1.00 4445 Northpark Dr. Colo Springs, CO 80907 Fabricate, handle, bw Install and brace thisinrssInaccordancewith'JOINTDEfAILS'byTnmval.ANSVMV,rcAI'-wood Truss council of America Standard Design Responsibilities, IiANDUNGINSTALLING AMBRACING METAL PLATE COMCECTED,WOOD TRUSSES' BC Dead 7.00 psf Rep Mbr Tens 1.00 O.C.Spacing 2- 0- 0 TRUS PLUS 6.0 VER: T6.4.2 -(HIB-91) and 7118-91 SUMMARY SHEET by TPI. The Truss Plate Institute RPD Is located at DaOnotrio Drive, Madison, Moonsin 53719. PeAmedcanForestandPaperAssociation(AFPA)islocatedat111119thSUM,NW.Ste800.Aishirlgton,DC20036. TOTAL 51.00 psf Design Spec UBC -97 DEFL RATIO: L/240 TC. L/24 't. , PERMIT NO. 2098-75B ) P E f M t QMH UTIL. . PERMIT NO. r PERMIT EXPIRES 6-3p —7G -;OWNER James Courtis sjCONTR. Castle Construction, Chico ! LOCATION (A.P. 30-35-25 ) !. 156414th St., Oroville My S f. 4 x y I ' Temp. Power Pole ( Called PG&E Temp. Elec. Serv.- �J 3 Called PG&E emp.Gas Serv. Called PG&E r ► / n FOINALED`VA r ( ate) (Si lure) COUNTY OF BUTTE DEPARTIVENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Ph6ne'343-4211 , Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTIO TIC�,, BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need a'Mitional explEnation, please contact this office immediately. COUNTY OF BUTTE — DEPARTMENT OF -PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Setback • i Firewall Forms flParapets Main Bldg. Restroom Finish Footings Windows Stemwal I Siding Slab Roof Sheathin Piers Roofing ' Garage Fdn. Vents Footings Garage Vents StemwalI Slab Prov. for physically handicapped Carport Footings Conformance.of ex. _ structure Slab Final Patio FIREPLACE Footings Footing Masonry Walls Throat Reinf. Steel Final Bond Beam FIRE SPRINKLERS .- Framin Test Stucco Final Mesh M RCHANICAL Scratch Heating' Brown Cooling Finish Ducts Interior Lath Ventilation Door Closer Final DATE REMARKS OR CORRECTIONS L SeNUI'C-T `Jam/ PLUMBING Soil Piping 1st Floor 2nd Floor 3rd Floor Topout� f ^, Water Piping Sewer Fixtures Water Htr. Heaters Appliances Gas Piping & Test TemD. Gas Final ELECTRICAL Motors Water Htr. Subpanels Grd. Fault Pro Service Temp. Pole Undergroun� Permanent Final i COUNTY OF BUTTE — DEPAR MENT OF PUBLIC WORKS '7 County Center Drive — Oroville, California 95965 Telephone: 634-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. o X Q �' Date 7—;?— 76 ignature/of Permi ee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector —Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for hich fees have been paid. IRECTOR F PUBLIC WORKS By Date -=;perrrlit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Fireplace Contractor Total Valuation Mailing Addres s Permit Fee Plan Checking Fee&/or Penalty 'Telephone No. Permit Fee Building Address PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. — a -S Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F 6aa"aww Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg. PI.rrs*Tr-r Parcel Approval Plans Approval Permit Fee $ $ rVI NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER INPERMIT ELECTRICAL No.1 @ FEE FILING FEE 1$3.00 3.Q0 Main service incl. 1 meter , p Additional meters, each 1.00 Sub -panel (12 or less) (moreth 12) 02 X6'6 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -fop or Oy6n t. 1.00 6 O Water Heater or Space Heater 1.00 Light fixtures/S b 2 5 ps.., sw' s & fix o s 8'. bal 1@ In CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of* L-Sr�t CX- Ho , Ex. or F.A. Furn. Motor a 1.00 ,OU Evap. cooler, gar. Vsp. or I.W. 1.00 _1,0 0 Air conditioner or heat pump / Water pump ` Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No.1�i� �.S � Classification 1 Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ �, , $ /6 WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which ,this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE J$3.00 3,00 Heating Cooling Ventilation Hood 2.00 �Q Permit Fee $ ,Bd $77 f 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 TOTAL PERMITFEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. o X Q �' Date 7—;?— 76 ignature/of Permi ee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector —Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for hich fees have been paid. IRECTOR F PUBLIC WORKS By Date -=;perrrlit expires Date 7� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC W 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT t/ c F. vac.. —I vw VI L- %JWUllly VI OULLV lV tlllltll UPUII Intl above-mentioned property f9flnspection purposes. X Signature of Permitee or Date Receipt No. T Q Y -;?p White-D.P.W. —ofl �e6'sor —Pink sQ�y(or!SG&nrod-Applicant C V ase 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. DIRECTOR 0 UBLIC WORKS BY Date °- Ai"Iding permit expires Date ��� BUILDING OwnerSQ. FT. OCC. BUILDING VALLJ.ATION Mailing Address rq d r Telephone No. `13 Fireplace Contractor(A1 :5 Ale COwr s ezz Total Valuation � 3 Mailing Address off -/y Permit Fee - 611 0 Plan Checking Fee&/or Penalty C �/ %7 1 Telephone No. .4-, -7 J Permit Fee 00 Building Address % 5 * PLUMBING No. @ FEE PERMIT FILING FEE $3.00 .F, Qd Q Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 3Q- 3S - .1 Zoning8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fdes' WR- a on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking P Parcel Parcel a P 60' R/W Im rove nts P Lawn sprinkler system 2.00 r f//Declaratio I ?Y s c'Q Parcel pproval Plans provol 00, Permit Fee $ rQ NEW ADDITION JS UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 CQ/vrj - / J� /� /f G- Main service incl. 1 meter _ C Additional meters, each 1.00 Sub -panel 02 or less) (more than 12) — Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bob Receps„ switches & fix outlets ba I A 10 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: _ n r� Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 / TA)NL ,� m.4_y Temp. Power Pole 5.00 License No.%DIS _I ^� Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. j� I have placed on file with the County of Butte a certificate of �+ Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit .is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 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 _,.5 C TOTAL PERMIT FEE c F. vac.. —I vw VI L- %JWUllly VI OULLV lV tlllltll UPUII Intl above-mentioned property f9flnspection purposes. X Signature of Permitee or Date Receipt No. T Q Y -;?p White-D.P.W. —ofl �e6'sor —Pink sQ�y(or!SG&nrod-Applicant C V ase 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. DIRECTOR 0 UBLIC WORKS BY Date °- Ai"Iding permit expires Date ��� PERMIT NUMBER - B 2939-72B r r E PERMIT EXPIRES C/ o? / 3 OWNER Jim Itis 77" t CONTR: owner LOCATION (A.P. 30-35-25 1564 1/+th St., Oroville COUNTY OF BUTTE Department -of Public -Works BUILDING ',INSPvECTIO`N RECORD Zoning Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wir. Htr. Furnace Kitchen Vent Firewall Garage Vents .Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary. ± Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS In COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — QSbville, California 95965 `7 / Telephone: 534-4541 APPLICATION AND PERMIT I // r '• " Recei t N _ (1// White-D.P.W. — Pink -Inspector `Goldenrod -Assessor — Yellow -Applicant BUilding lermit Expires Date BUILDING 01) OwnerJ C4�:4 4 SQ. FT. OCC. BUILDING VALUATION Mailing Address Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ Building Address 57 PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.Gas Zoning piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanitation Planning Building sewer 5.00 Plans I Fees W. G. I R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER ❑ Permit Fee $ F G r �/�.2 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 �O Main service incl. 1 meter Additional meters, each 1.00 USE OF STRUCTURE Single Fami lyF=JDuplex ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures Receps., switclies & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or .A. Furn. Motor 1.00 U Evap. cooler, gar, disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No. Classification i am exempt from the Contractors License Laws of the State of California. Permit Fee $ S ds, $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �:�sI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00Heating Cooling Ventilation Permit Fee $ $ ve read this ap i ation nd state that the above I ceQteLaw inforrect. I e to co ply all County Ordinances and rel i b i I ing nstruction, and hereby authnt iv f the Co my Butte to enter upon the abovpr per y f in a tion rposes. J X Date / �i �� Signa/ re of ermitee or Agent -) n _... tate Fee for Str ng Motion ns rumentotion fsrogram $0.07/$1000 Evaluation $ TOTAL PERMIT FEE $ 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. DIRECTOR OF PUBLIC WORKS By _/ ,�Y�� r,��o // /v I // r '• " Recei t N _ (1// White-D.P.W. — Pink -Inspector `Goldenrod -Assessor — Yellow -Applicant BUilding lermit Expires Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, M- lifornia 95965 Telephone: 533-1230, Ext. 259 APPLICATION AND PERMIT M .. vote v i v i natur of Permitee or A—geent Receipt / Q / By_e Date 0 12. R Building Permit Expires White-D.P.W. — Pink -Inspector — Goldeirod-Assessor — Yellow -Applicant Date u N BUILDING Owner 7 SQ. FT. OCC. BUILDING VALUATION Mailing AddressIQ G r Fireplace ,Op Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Permit Fee $ is 377-0-e Building Address 5 % sT PLUMBING No. @ FEE PERMIT FILING FEE $2.00 /� C U vl� Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. '^-2 Zoning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. i Sanitation Planning Building sewer 5.00 Plans Fees W. C. RAA/Encroachment Lawn sprinkier system 2.00 NEW ❑ ADDITION ❑ OTHER Permit Fee $ $ G ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 USE OF STRUCTURE . Single Family Duplex ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures 25 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions cf Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No. Classification I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workm n's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3..00 Heating Cooling Ventilation Permit Fee $ $ I certify that hav read thi a licat n and state that the above y p information ' corr ct. agr e o corn y to all County Ordinances and State Laws el i o ui Idi construction, and hereby authorize epres n at v s o th Cou of Butte to enter upon the above -me e p o er y f i pecti purposes. Y nSirumentootionir Qoonion $0.07/$1000 Evaluation $ O TOTAL PERMIT FEE $ 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. DIREC.TiOR OF PUBLIC WORKS .. vote v i v i natur of Permitee or A—geent Receipt / Q / By_e Date 0 12. R Building Permit Expires White-D.P.W. — Pink -Inspector — Goldeirod-Assessor — Yellow -Applicant Date u N 0 SITE PLAN .. .... _ . .. _ .............. ................... .................... ...... .. ... <..c.. �_.<......;... .. ._ .. .. .. .. .. .. .. .. .. .. ._ .. .. .. .. I?IANNING DIVISION — BUILQI EV APPROVAL .. 0. se: Date: ..............t... .. .. _. .i.... .. f. - - . .. .... .. .. .. .. .. .. •i••- �•� : : : - - .il i1 �artdrag _ ............................. ._ .. .. .. _. .. .. .. -- �- _ :�' -•' .......... •.... 4...<.. SignaEfuca c / r, ._ ®i3 ..g .............. _.. i..... .• .. T -t—_ r: �'- ��`-•�- The 20 01 CBC C MC C PC, 200, 4 ...........:.. 7�CEC;and 2005 Calfornia�Energ _. .. .. _ ... _ .. .. ,............ .. ed.b' _ . Standards asendythe . — urisdicfion apply to this ro'ect. - J .. 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PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): — ZONING: GEN PLAN: I ISFS- V - SCALE: I /4"= I' -O" 4' -OWNER JIM CURTI5 14TH 5T. THERMALITO, CA, DE5IGNER: MARLON KEEN ADDRE55: 1240 HWY. 99 GRIDLEY, CA 95948 -PHONE# 84G- I -104 DATE: 7 BRACED WALL PANEL: WALL TYPE: 30' �f4 ' 4030 _ 1 4X 12 �- 13' NEW GARAGE 570 5Q -FT M�� V- �111111 21 'A 4 41 fkj4' 3068 51-8" --- 3 1/2" X 12" 2.1 E/3000F BIG BEAM ,...d 1 PAN N EL 12 2' I GX7 SECTIONAL DOOR. B 2�g � B G -P 12" STEM WALL SLAB • 12" X 12" FOOTING, * G X G X I O X I O REME5H 1/2" REBAR 2 .RUNS 1/211 x 10" ANCHOR BOLT5 G' O.C. W/ 2"X2"X3/ I G" 5Q. WA5HER5, 12" FROM ENDS AND JOINT5 OR USE 51MP50N MA5 FOUNDATION ANCHOR5. Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 -Gridley, CA 95948-1038 ' (530) 846-4409 fie. BRACED WALL PANEL TO BE 4'X 10' - 8" O.C. 7/1 G" LP SMART BOARD 8d @ G:12 BRACED WALL PANEL TO BE 4'X 10' - 8" O. 7/1 G" LP 5MAKT BOARD 8d@G:12 W/ 3/81,055 W/8d@G:12 IN51DE OF WALL W/51MP50N PHD2/ 55TB I G 5CREW5 "5EE DETAIL 2 12" STEM WALL SLAB • 12" X 12" FOOTING, * G X G X I O X I O REME5H 1/2" REBAR 2 .RUNS 1/211 x 10" ANCHOR BOLT5 G' O.C. W/ 2"X2"X3/ I G" 5Q. WA5HER5, 12" FROM ENDS AND JOINT5 OR USE 51MP50N MA5 FOUNDATION ANCHOR5. Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 -Gridley, CA 95948-1038 ' (530) 846-4409 fie. 12 OVERLAP T.P. 41 @ CORNERS BRACED WALL PANEL TO BE 4'X 10' - 8" O.C. 7/1 G" LP SMART BOARD 8d@G: 12 . Gig '2X4 P.T. SILL 2X4 TRIMMER TYP 1/2" X 10" ANCHOR BOLTS W/ 2" 5Q. X 3/1 G" 5TL. PLT. WASHERS @ G' O.C. 12" FROM JOINTS AND END5 FIN. GRADE 112"X 10" A.B. @ G' O.C. TYP 12" FROM JOINT5 * ENDS W/ 2" 5Q. X 3/1 G" 5TL. PLT. WA5H ER5 1 4X12 .1 9 1 4X12 TRU55E5@24" O.C. 30 YR. DEMENTIONAL 0/ 15# FELT 0/7/1G"055 NAILED W/ 8d @ G:G:12 -,-- 2X BLOCKING 51DING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINTS, 12 FIELD 5HEAKWALU ROOF NAILING: 8d HD GALV. G:G:12 IGAL 5EGTION FRAMING SCALE: 1/4"= I'-0" - M N T a GXG- I o/ 10 W.W.M. — T —� `FIN.GRADE a _ a N Ida UND15TURBED EARTH Id 4" GRAVEL FILL - �-- 12" 144 CONT. STEM WALL FOOTING m 5CALE0 "- V Y� DBL. T.P. 2X4@ I G" O.C. FIN. GRADE 12" STEM WALL Jerry Kitchell Mitchell's Building Materials Warehouse P.O. Box 1038 Gridley, GA 95948-1038 (530) 846-4409 m�-- C:\DRAWINGS\mitcheli\mitchell\typical draw: ings\typical drawings\BRACEDWALL2bXWg, j"/ 1b/zuuO l I; lz--z-1 Mill N cp K Z: �n O O •a n O O N a rn z z r- 71) N rn I� y C N _ rm rn rn X fD C,. N N \� �z ON Fn 03�rn C) O o �z 0 6> O �70 z rn �z+ Fn O 70 �z z s� FTI G> (— N cp K Z: d„ O O Cn �O �z rn= O 01 Op p O r- 71) N rn I� y "4 fD C,. N N N cp K Z: O O Cn �O �z rn= O =_ oy Op p O r- 71) N rn z G� N n U) 0 Fn 03�rn �z 0 6> p s= �z s� G> N cp K Z: FACTORY BUILT TRU55E5@ 2411 O.C. 2X4 OUTRIGGERS TYP. 30 YR. DEMENTIONAL O/ # 15 FELT /%1 -711 -11 ACA CA'r=r% r-WF:ATWIAIr Oi 51MP50N H I AT EACH TRU55 TO TOP PLATE. PLAN- 5CALE: 1/4".= P-0° Jerry Mitchell fid: itcheil'j Building Materials Warehouse P.O. Box 1038 Gridley, CA 95948-1038 (530)846-4409 Pig t X 30' 30 YR. DEMENTIONAL 0/ # 15 FELT 017/1 G" APA RATED 5HEATHING }` NAILED W/ 8d@G:G:12 BRACED WALL PANEL TO BE 4'X 10' - 8" O.C. 7/1 G" LP SMART BOARD 8d@G: 12 RACK ELEVATION SCALE: 1/4"= P-0" 30 YR. DEMENTIONAL 0/ # 15 FELT 0/ 7/1 G" APA RATED 5HEATHING NAILED W/ 8d@G:G: 12 BRACED WALL PANEL TO BE 4'X 10' - 8" O.C. 7/1 G" LP SMART BOARD 8d@G:12 FRONT ELEVATION SCALE: 1/4"= P-0" 30' J O Jerry Mitehell- Mit€lhell'. Building Materials Wareho P.O. Box 1038 Gridley, CA 95948-1038 (530) 846-4409 fa)'p— NK- FIN. GRADE J 19' 30 YR. DEMENTIONAL 0/ # 15 FELT O/ 7/ I G" APA RATED SHEATHING NAILED W/ 8d@G:G: 12 7/1 G Z -BAR BRACED WALL PANEL TO BE 4'X 10' - 8" C 7/1 G" LP 5MART BOARD 8d@G:12 L.EfT ELEVATION SCALE: 1/4"= P-0" 30 YR. DEMENTIONAL 0/ # 15 FELT O/ 7/1 " APA RATED SHEATHING NAILED W/ 8d@G:G:12 RACED WALL PANEL TO BE 4'X 10' - 8" O.C. 7/1 G" LP SMART BOARD 8d@G: 12 RIGHT ELEVATION SCALE: 1/4"= I'-0" FIN. GRADE 19' Jerry Kitchell Mitchell's Building Materials Wareleaus� P.O. Box 1038 Gridley, CA 95948-1038 (530) 846-4409 past r�►i� s r 11 1 FNS�J 11"'. 1 I _ r1, j�l I u a r 7YjR l r V� '1 '! 1J ti II'7•) I t I A t I i + I I it k,Yl"'fin s ^+I Al dV Ir r I� II +d r 4 :I Ido' 'r Ir a�'Jyr! I s Ir r�'rc I d I ! t I f 9 isW �S4 I I, Y fY r 1 ,� rJb I , 3 :r i 1f I I + f+ I r ri f Y *, n y S I I 9 1 n9' r I I i N I I r. I 9. 4 1 r+ _a 1' 7 I I " ,F ca I aq Y l � s 1 x' I t I I n r. 1 r 1, � � tl' •� � I 'I � ! 1 ^:I j. I C ;✓� 1 a I r sr ry t 1 j fl dr + r v I el a n A I. 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