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Home My WebLink About027-350-016NOTES 1 RESIDENTIAL y:/ i PERMIT NO. r _ a - - tea- .• - . SPECIAL CONDITIONS CHECKED r BY SRA , FLOOD CERTIFICATE REQ. , } FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS . . SUB -STANDARD HOUSING LETTER P - r JOB FINALED (Date) Signature - tl. J=OK 0= Not OK • = Not Applicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /° L'ft. / P Nat or/ /" L "ftJ 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-Connectoe 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. Verify #'s with Office Date Cana B-1 Date Card B-1 Date Card B-1 Date Cana 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 -GA 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. Heatth 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 = OK = 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. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" 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-Frtting-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 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 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 -AC. Wire Size/ /ga Cu or AI 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 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 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. Fumace-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 k's 41. Sills Proper Materials & Anchors 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 AFlue-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. Dud 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 (FFI.)-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 D Yes O No/Walks 0 Yes 0 WPlanters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION V(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP051823 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 Issued Date: 08/30/2005 APN: 027-350-169-000 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. Site Address: 1915 COX LN PAL License Class : C:--/() License Number. 75`�� Map Index: Date: S — Contractor: MadL� . as &r- t OWNER -BUILDER DECLARATION Description: SOLAR GROUND MOUNT I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 WARNER GARY &CHARLOTTE JANE Business and Professions Code: Any city or county which requires a Owner: permit to construct, alter, improve, demolish, or repair.any structure, prior to its issuance, also requires the applicant for such permit to file a 1915 COX LN signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966-9666 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 SUN POWER &GEOTHERMAL ENERGY Code: The Contractors' State License Law does not apply to an Applicant: 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 863 EAST SAN FRANCISCO BLVD year of completion, the owner -builder will have the burden of SUITE A 94901 proving that he or she did not build or Improve for the purpose of sale.). 530-533-5988 ❑ 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: SUN POWER & GEOTHERMAL ENERGY pursuant to the Contractors' State License Law.): ❑ I am Exempt under Article 3 of the Business and Professions Code Date: - owner: 863 EAST SAN FRANCISCO BLVD WORKERS' COMPENSATION DECLARATION SUITE A 94901530-533-5988 1 hereby affirm under penally 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 License #: 759086 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 Architect: the work for which this permit is issued: My workers' compensation insurance carrier and policy number are: Engineer: Carrier: Policy M ❑ I certify that In the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 / become subject to the workers' compensation laws of California, L/ and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall I forthwith co ply wit those provisions. / Date: Applicant: WARNING: Ailure secure workers' compensation coverage is U 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 3708 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is he y issued and a appl' ble pr visions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions t o work indic 'above fo which f s have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: Address: PERMIT EXPIRES ON: I �O —70 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 1 am the owner or the duly authorized agent 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 a official form or doe ent of B It County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose Print Name: ,'�i Signature: Date: / ,❑ Owner ❑ Contractor 0 Agent for Owner jl&Jkgent for Contractor 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. BPO51823 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 Issued Date: 08/30/2005 APN: 027-350-169-000 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. Site Address: 1915 COX LN PAL License Class : G /U License Number. 7� So Map Index: Date:8 Contractor:DL ,�.Q (� OWNER -BUILDER DECLARATION Description: SOLAR GROUND MOUNT . 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 Owner: WARNER GARY &CHARLOTTE JANE. 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 1915 COX LN the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 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 95966-9666 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 Applicant: SUN POWER &GEOTHERMAL ENERGY 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 863 EAST SAN FRANCISCO BLVD year of completion, the owner -builder will have the burden of SUITE A 94901 proving that he or she did not build or Improve for the purpose of sale.). 530-533-5988 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and P'rofe'ssions 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: SUN POWER & GEOTHERMAL ENERGY pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 863 EAST SAN FRANCISCO BLVD SUITE A 94901530-533-5988 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 License #: 759086 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 Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier: Policy #: f Total Square Ft: 0 S. 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 Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workersCensus Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith coply wit those provisions. / I Date: S I Applicant: /O WARNING: ailure secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one /) V 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 he y issued and a appl' ble pr visions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions t o work Indic above fo which f shave been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) D� Name: BY: Date: / PERMITEXPIRES ON: (5 Address: 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 1 have read this application, that the above Information is correct, and that I am the owner or the duty authorized agent 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 a official form or do ent of B tte County. I hereby authorize representatives of Butte County enter upon the above mentioned property for inspection purpose -to" r Print Name: ^I l.vr/�✓�� Signature: Date: 6 D Owner 13 Contractor ❑ Agent for Owner 04gent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE:.(530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TWE OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name First Na1ne 1 ,, � C Address l9 IT c- V. Lr1.+3 City 6(Loyl i tv State Zip 9 Sri (o Phones Fax E-mail I ARCHITECT/ENGINEER I Name Address / City State Zip Phone Fax E-mail State License Number APPLICAIVTNAME CONTRACTOR Property Address Nam Cross Street SRA /L%Yanl S�wPa.•ac5+� w� Address Szi C4 ei+k Address CAL 6AK POAD City Geo / /lL city o ' v Zip State Zip?v(., Phone 533-s� T Fax E-mail Lic. # o Class -ib 9v 3 c I ARCHITECT/ENGINEER I Name Address / City State Zip Phone Fax E-mail State License Number APPLICAIVTNAME Zoning Property Address Name Cross Street SRA /L%Yanl S�wPa.•ac5+� o?�c,22cHFt(. Address Szi C4 ei+k �o Subdivision Name City Geo / /lL State 6�e Zip Phone Fax T E-mail om 01000--1 For o Ice use only: Zoning Property Address Flood Zone . Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION A o 27 2.5, 16� Property Address City Cross Street WORKER'S COMPENSATION Policy Number / 77 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:_ S Footage 0 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION 0 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. Page 1 of 2 Received by, Amount: � Bldg /j 1 SRA Receipt #: ` Sheriff SMIP / Date: I ^ �O� Other � �G Total REV 2-24-05 114 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 A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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 Forestry plan 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 fee 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 KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►ON 7 County Center Drive, Oroville, CA 95965;Phone (530)538-7541 Fax,(530)538-2140 PERMIT APPLICATION"DATA SHEET OWNER: v- " ASSESSOR PARCEL NUMBER Proposed Building Use: J�VWNO / aIIV i4� Permit Technician: �_S Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. - \ (� I 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 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. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable O16. Fire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ..........:................................ ❑ 19. Erosion Control Plan Required.....................................................................c._ 20. Fees as shown on the attached Schedule of Fees Due Sheet...:�A z.!?........ ...!.... ❑ 21. City of Chico Plumbing permit .............................................. ...................... D 22. Site plan and business license approval from the City of Biggs ..........:......:... - o _23. California Department of Forestry�Ian approval ❑ paid. Sent by: ) ►� 24. Planning approval for (A) Use: QL(B)Parking: (C) Parcel Check:...... 9 6 ❑ ry 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑; 28. Contractor's license information. (Number, Name Style, Classification) ................... b 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 ......................... 036. Other: 37. Other: 7 C 2 / When issued Telephone I L6!`1 5-53 ' / 68 and hold for pickup. I have been for obtaining a building permit. Applicant: -`--� 1. Index permitgplication for the above items numbered: 2. "onal ite'Qrequired v actor, owner, was advised of the above data by 25hone, ❑ mail, ❑ counter, by desi ' ' wner, was advised of the above data by�e, ❑ mail, wounter, by on racto , esigner, o n r, was advised of the abo e d aby CYphone, ❑ mail, ❑ counter, by eviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: IL V1 Yellow: Building Division Date: %/1� GS Plan Check Letter `Ila � � . ��[ f E.H. USE ONLY Plot Plan Anachad Roos Plan Attachad sant to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner \ Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Wel Clearance for dwelling. Other a _J A,& A i Hold- final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date Department C C7 u n. t J. Michael Crump. Director Of Public f B L.( t V)0r S LAND DEVELOPMENT DNISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water .Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN-'-A-CR-El Project Description: (;�?�vN-0 /06V/L/7— Project 06V/L/7— Project Location andlor Parcel Number: Cox 6 A-,, By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L 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 fora project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: IR Eclipse Engineering, Inc. stru c t u r I August 8, 2005 Building Department Butte County Development Services Oroville, CA -s o I u t i o n s Re: Foundation and Support Analysis Warner Ground Mount Units ©Cj 18'Z'j Palermo, California kf 7W 0 2 ,, To Whom It May Concern: As requested, we have completed a structural analysis on the foundation of the above noted'ground mount unit to determine the width and depth required for the concrete pier foundation, as well as the frame system to support the vertical. and lateral loading requirements of the Palermo area. This structural analysis was performed for the ground mount unit as shown on.the plans by Sun Power and Geothermal Energy dated July 7, 2005. Our calculations were based on the worst case design scenario for both vertical loading and lateral loading caused by the configuration of the system. Concrete piers shall be 1'-0" diameter x S-0" deep, as shown on the attached Detail A, and shall be constructed per the specifications in our attached General Notes. The support system shall consist of 'B -Line' B-22 struts for panel support beams along the length, posts and cross bracing; 'B -Line' B -22A struts for sloped beams; and 'B -Line' strut angles and channel nuts as noted. Eclipse Engineering, Inc. has only reviewed the adequacy of the concrete pier foundation and strut support system to support the vertical and lateral loading incurred by the array shown on the attached plans by Sun Power and Geothermal Energy (dated July 27, 2005). If you have any further questions or comments, please contact me. Thank you, Eclipse Engineering, Inc. Gretchen Iman Project Engineer Encl: Sun Power Plans (dated 7/27/05), General Notes, Detail A, and Calculations B U TT E r.s O U N T .I 235 North 1 St Street West, 2nd Floor BUILDING ®I V I S I ®NMissoula, MT 59802 Phone: (406) 721-5733 APPROVED Fax: (406 721-4988 � I Dal , swaww�clipse-engine nccom a PY. SU I ,,. WARNER GROUND MOUNT UNIT { Eclipse Engineering, Inc. SUN POWER 4 GEOTHERMAL ENERGY s t r u c t. u r al s o l u t i o n s 2 235 N. First St. West Missoula, MT 59802 PALERMO, CALIFORNIA Second Floor Ph: (406) 721-5733 www.eciipse-engineenng.com DATE: DESIGN BY: 8/8/05 6_11 GENERAL NOTES - WARNER 'GROUND MOUNT UNIT - PALERMO, CA A. GENERAL: I. Contractor shall verify all dimensions and job site conditions before commencing. work and shall report any discrepancies to the engineer. 2. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult the architect or engineer for clarification before proceeding with the work. 3. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc. is the sole responsibility of the contractor and has not'been considered by the engineer. The contractor Is responsible for the stability of the structure prior to the completion of all shear walls, roof and floor diaphragms and finish materials. B. DESIGN CRITERIA: I. CODE: Uniform Building Code, Igq-7 Edition w/ California Building Code, 2001 Edition. 2. VERTICAL LIVE LOADS: ROOF - O PSF FLOOR - NA 3. LATERAL LOADS: WIND - '75 MPH, Exp. C SEISMIC - Zone 3 4. SOIL' BEARING: 1500 PSF (ASSUMED) CAST -IN-PLACE CONCRETE A. CONCRETE: I. f'c = 2500 PSI at 28 days, normal weight. 2. Max'. slump = 3" for slabs and footings, 4" for walls, columns and beams. 3. Curing compound: ASTM C3011, Type 2, Class B. 4. Construction to be in accordance with AGI 318-83. 5. Location `of construction or pour joints must be approved by the engineer unless otherwise shown on these drawings. 6. Concrete shall be air -entrained and shall conform to section 3.4.1 of AGI 501-84 for durability. B. REINFORCING STEEL: I. Use ASTM A615 - Grade 40 for #3 reinforcing bars, Grade 60 for #4 and larger reinforcing bars. 2. Provide clearance and cover of rebor as designated in AGI -318. g'- WARNER GROUND MOUNT UNIT Eclipse Engineering, Inc. SUN POWER 4. GEOTHERMAL ENERGY s t r u c t u r a I s o I u t i o n s 235 N. First St. West Missoula, MT 59802 PALERMO, GAL I FORN I A 2 Second Floor Ph: (406) 721-5733 www.eclipse-engineedng.com DATE: DESIGN BY: 8/8/05 61J 1 v4_ O U I � ryj PIER SECTION 0 O t� 9 'B -LINE' B22 STRUT =SEE PLAN I - 41 m FINISH GRADE I I-1 I I=1 I I-1 I I-1 I III to I'-O"(P GONG.. PIER W/ (4) #4 VERTS. 8 #5 TIES (9 10" O.G. I/2"(PXO'-6" LONG THREADED ROD -CONNECTED TO STRUT _ = W/ CHANNEL NUTS 3" GLR. 4" 4" 1'-0" SCALE: 5/4" = 1'-0" I Eclipse Engineering Inc. structural solutions Structural Calculations Warner Solar Panel Array Palermo, California e ` 823 BUTTE c;GUNTY BUILDING ®MBI®N Prepared For. APPROVED Sun Power ?� p/e7 f . 863 East Francisco Blvd, Suite A San Rafael, CA 94515 Eclipse Engineering has reviewed only the adequacy of the roof system configurations as indicated herein to resist the additional vertical forces and lateral load of the Palermo area due to the addition of a solar array. We hold.no responsibility for any other element or the integrity of the structure as a whole. 235 N.1 st St. West, 2^d Floor Missoula,, MT 59802 Phone: (406) 721-5733 Fax: (406) 721-4988 �E'T� El R &. U Eclipse Engineering, Inc. - � p g g, s t r u c t u r a l s o l u t i o n s 235 N. First St. West Missoula, MT 59802 Second Floor. Ph: (406) 721-5733 www.eclipse-engineering.com Design Criteria Project Number 05.07.160 Project Name WARNER SOLAR PANEL ARRAY Legal Description of Property 1915 COX LANE Project Location PALERMO, CALIFORNIA Client SUN POWER & GEOTHERMAL ENERGY Address 863 EAST FRANCISCO BLVD. SUITE A Roof Live Load (psf) SAN RAFAEL, CA 94901 Contact ATOM MCCAMBRIDGE Phone (415)459-4201 Fax . Email YES Bill to (if different from above) Billing Address (if different from above) 75 Building Department Interview Name Butte County Contact Chris Pauly Phone Date of First Contact Governing Code 2001 CBC Roof Live Load (psf) 20 Roof or Ground (highlight one) Reduction for Roof Slope Allowed? 'NO Duration Factor for Wood Allowed? YES Basic Wind Speed (mph) 75 Exposure Classification C Seismic Zone 3 % Snow used as Seismic Dead N/A Floor Live Load (psf) N/A Occupancy Residential Assumed Soil Bearing Pressure (psf) I N/A Soils Report (yes or no) NO Frost Depth (inches) I N/A Eclipse Engineering, Inc Sun Power 08/08/2005 Consulting Engineers Warner Array Gretchen Iman Wind Pressure Calculation (2001 CBC): Max. Panel Height: Hmr:= 7.5 -ft Panel Slope: x:= 4.8 x:12 Slope Coefficients: Wind Speed: w:= 75 -mph �• Stagnation. Pressure: qs:= 14.5•psf Combined Height, Exposure, and Gust Coefficients: Exposure :=- C Ce = (0 1.06 1.13 1.19 1.23 1.31 1.43) (0 -ft 15 -ft 20 -ft 25 -ft 30 -ft 40 -ft 60 -ft) Elevations Pressure Coefficients: Cq := 1.4 Minor. Structure: Any direction Importance Factor: Iw := 1.0 Design Wind Pressures: An Direction: Y D . P C I w �= •C a q'qs• w•qh PW (�2151$) psf Seismic Force Coefficient (2001 CBC): Coefficients: Seismic Zone Factor: Z:= .3 Importance Factor: I:= 1.0 Soil Profile Type SD: Assume Soil Profile Type Sp unless established by the building official or a soils engineer Seismic Response Coefficients: Ca := .36 Cv := .54 Structural System: Cantilevered Column System: R1:= 2.2 no := 2.0 Static Force Procedure (UBC 1630.2): Building Period: _ Ct := 0.020 See Section 1630.2.2 for Ct hn := 7.5 Height in feet above the base to Level n, the upper most level in the main T:= Ct•hn•75 portion of the structure T = 0.091 T is less than 0.7 seconds - Ft=O 2.5•Ca•I Base Shear Coefficient: vmin :_ .11•Ca•I vmax:= R1 Cv•I R1 -T Eclipse Engineering, Inc Sun Power 08/08/2005 Consulting Engineers Warner Array Gretchen Iman Load to Main Force Resisting System Wind Load: Solar Panel Projection: ht:= 5.84 -ft Support Width: Lp :_ 8 -ft y Wind Loading: Loadw:= Pw•ht•Lp Loadw = 1.005 x 103 Ib Seismic Load: Seismic Weight: Ws:= 5•psf Support Width: Wp := 8 -ft Support Length: LP := 15.6 -ft Seismic Load: Loads:= Ws•Wp•Lp•v 'Loads= 255.273ftplf Final Design: LOAD = 1005 LB PER LINE ALONG SLOPE Loadn := Loadw , Seismic Load across slope: Seismic Weight: Ws:= 5•psf Support Width: Wp := 7 -ft Support Length: Lp := 35.75 -ft Seismic Load: Loads:= Ws•Wp•Lp•v Loads = 511.875ftplf Final Design: LOAD = 511.875 LB PER LINE ACROSS SLOPE Eclipse Engineering, Inc Sun Power 08/08/2005 Consulting Engineers Warner Array Gretchen Iman Support Framing: Lateral Loading Load along Slope: Load: Loadn 11.005 x 103 Ib Channel Design: Brace Load: a := 60 -deg Loadn Pa 3sin (a) Span: 1:= 7.5 -ft Allow. Column Load: Pallow = 16641b Pa = ( 386.948) Ib checkp = "OK" Pier Design: Passive Pressure:. Pp := 2.150•pcf Pier Diameter: b:= 1 -ft Pier Embedment Depth: d:= Ift Height of Projection (above grade): h:= O* -ft LLoadnl Applied Load: P.- P = 335.107 lb 3 Allowable Pressure: d 2.34•P S1 := P.P. A:= at 1/3 Embedment Depth 3 Sit 11 hJ Req'd Depth of Embedment: dfeq := 2 . 1 +F14.36 C dCeq = 2.614ft Final Design: USE B22 CHANNELS FOR BRACES & POSTS AND V-0" � PIER EMBEDED 3'-0" . Eclipse Engineering, Inc Sun Power 08/08/2005 Consulting Engineers Warner Array Gretchen Iman Support Framing: Lateral Loading Load across Slope: Load: Loads = 511.875 lb Channel Design: Allowable Moment: S:= .2953•in3 M:= 25000•psi•S M = 615.208lbft Allowable Column Height: hi := 5M Loads hi = 6.009ft h 25M o h 12.019ft o = Loads Pier Design: Passive. Pressure: Pp := 2.150•pcf Pier Diameter: b:= 1 -ft _ Pier Embedment Depth: d:= 3 -ft Height of Projection (above grade): h:= 6.6 -ft _ l Load sl Applied Load (Exterior): P.- P = 51.1871b 25 Allowable Pressure: 1/3 Embedment Depth d Si '= Pp. 2.34•P A .= at 3 Si -b 4. hl Req'd Depth of Embedment: dreg := 2 1 + 1 + dreq = 1.906ft A Height of Projection (above grade): h:= 3.96 -ft l Loadsl5 Applied Load (Interior): P.- P = 102.375 lb Allowable Pressure: d 2.34•P at 1/3 Embedment Depth S1 := Pp • 3 A ' b S 1 A 4. h - 2 Req'd Depth of Embedment: dreg := 1 + 1 + dreq 298ft A A 2 Final Design: USE B22 CHANNELS FOR BRACES & POSTS AND V-0" � PIER EMBEDEOT-0" _ 'Eclipse Engineering, Inc Sun Power _ + ' 08/08/2005 Consulting Engineers Warner Array _ Gretchen Iman i f Support Framing: Vertical Loading Loading Conditions: Loads: D:= 5-psf Pu := PW Pu = ( 21.518) psf'. , ' Beam Spans: Is:= 7 -ft . If:= 8 -ft . Beam Loading along slope: B22A f Tributary Width:. s:= 7 -ft Beam. Distributed Load: Ws:= D•s•Is Ws=245lb " Wu := Pu•s•Is Wu _ 1.054 x 103) lb • Allow. Distributed. Load: . Was := 1255. lb ,Wau := 1374 -lb check"0`K" Beam Loading across slope:B22 , - Tributary Width: s:= 19.5 -in 4 Beam Distributed Load: Wf:= D•s•If " Wf = 65Ib _ ' •' ' . Wu := PU•s•If Wu = (279.734) Ib . Allow. Distributed Load: Waft= 190•Ib Wau= 425 -lb Post Loading: B22 ' Loads: Pa := Is•If•D -Pa = 2801b L • Height: I".= 8.25 -ft' ` Allow. Column Load: Pall:= 16641b ow • checkp ®K�" r Pier, Conditions: -Pier Area: ' . Ap :_ ;25.7E•b2 " . AP = 0..785ft2 Pier Circumference: Cp :_7Cb CP = 3.142 ft Pier Weight: Pc := Ap • d • 150 • pcf . Pc =,353.429 lb• Pier Uplift Loading: , ' Uplift: U:= IS. If.(Pu _ p) _ pc Uy • 5`715,7 b ' . Skin Friction Req'd: F.:= U•(Cp•d)-1 F = (§0.646) psf " Pier Bearing Pressure: Support, Load: ` r Pwd := Is•If•D + PcPwd 63, %> f " Bearing Pressure: Pb := Pwd •Ap 1 Pb = 806.507 psf c < 1500 psf Skin'Friction Req'd: ' F :_ •(Pb - 1500•psf)•Ap•(Cp•d) 1 iF = -57.791 psf Final Design: USE 'B-LINEX'FOR;tT. BEAM. -' . FRAMING POSTS, AND V-A" � PIER ,& EMBEDDED 3'-011 -, B22 CHANNEL COoOER B -Line B22 -Thickness: 12 Gauge (2.6 mm) -Standard lengths: 10' (3.05 m) & 20' (6.09 m) -Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) SECTION PROPERTIES 15/8" 3/$„ (41.3) 3/81, (9.5) 7/8 (9.5) (22.2) 9/32" Y - � (7.1) 15/8" X X (4t.3) 7252 (18.4) 1 13/16„ (20.6) B22 1.910 (2.84) .562 (3.62) .1912 (7.96) .2125 (3.48) .583 (1.48) .2399 (9.99) .2953 (4.84) .653 (1.66) B22A 3.820 (5.69) 1.124 (7.25) .9732 (40.51) .5989 (9.81) .931 (2.36) .4798 (19.97) .5905 (9.68) .653 (1.66) B22X 6.649 (9.89) 1.956 (12.62) 4.1484 (172.67) 1.7019 (27.89) 1.456 (3.70) 1.1023 (45.88) 1.2027 (19.71) .751 (1.91) Calculations of section properties are based on metal thiclawsses as determined by the AISI Cold -Formed Steel Design Manual. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) 20 Reference page 14 for general fitting and standard finish specifications. H 15/8„ (41.3) 31/4" X X (82.5) 13/16" (20.6) 15/a" (41.3) x . "Where the slenderness ratio KL exceeds 200, and K = end fixity factor; L'= actual -length and r = radius of gyration. r 4 c Reference page 14 for general fitting and standard finish specifications. 23 . I B22 •:10454, (46502) 4276 (19120) 10598 (47142) 10222 (45470) 9950 (44260) 12 (305) B22A 21625" , (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 208835 18975 84405. 47061. 209338 46761 208003 `46531 206980 13 4S e.' B22 B2 990 �i1�4 3' 260 95339 4 X53 6 59 sl 47 � 55 0253 2 551 56E31 � 63� 94�Si i 34476 {4211 X31 8955 �2 01k((�114 834), x �20698Q 18859 (80899; 46k73� 12U,&, B22 -. 9311 (41417) 3993, °(17762)' 980.1 (43597) 8582 =(38174) 7801 (34700) 24 --. (609) B22A , 21164 (94142) 6898, (30684) 21373- (95072) 20819 _ (92607). 20397 (90730) B22X 45947 204382 18693, 84440 - 46401 206402 45198 201051 44282 19697 02j, "B8582::kft'(��!LgVffl 2�LA 08319 _459 B22� 7801 OSh3 (34700): 1.84&5 3589 (22257), (15964), 4 ,9� 8676 20.2_QO 02 (38593) 6595 (23336) 5392 (23985) 36 (914) B22A 20397 (90730) 6728 (29927) 20866 (92 816) 19619' (87269) 18669 (81044). B22X 44282' 196976'' 18233: 81104 45300 .201504 .42593 189463 40530 180286 22 69.-9 ( 28) 353 (1414 8b�4;8� (579y, 5 5 >24588)44 4 (t: x76$+ Now "B B22� = 88= �1� 20" 09447 2053 9) 18338041 1.7 46 8, B22 B22' 6193 (27548)_ 3118', (13869) 7401 (32921) '471& (20987)" 3791 (16863)' 48. (1219) ._ B22A 19322. (85948) ,6496 (28895) 20,157 (89663) 17940 (79801) 16251 (72288) B22X 41948 186594 17604 78306' 43761' '194568 38948. 173254) 35281 156938 5 107�i` 22 � Br 539E (23985) 26'4. ,12 40: W64'611, (1104 5. X357 _lti_3,3 (1 a 092 042r7r52}d B22 - 4718,- (20987) 2631 (11703) .:6093 (27103) , 3616- " (16085) 2936,7 (13060) 60 _ (1524) B22A 17940 (79801) 5340, (23753) 19244 (85601) .15731 (70197) 13141 (58454) B22X 38948 (173249) 14471 (64370) .41779. (185842) 34260 (152396) 28529 (126903) 76 VB2i� T 4202" 17134 65`l� 762�16r �243203 4587 20404 $7712 (832 5 1452 , 4S42a l 101 5 3 �_.18 B22" 3791 3 (16863) ' _?3 2264 52`167 .(10071). 404 4869. e ,807(4 _ 3}15.,25 (21658)-.,2936. (114,0.230 (13060) �k�59ti 2381 (q1 9,.S1A (10591)` 72 '(1829): B22A' 16251 (72288) 3968 (17650) 18129 (80642) 13141 ` (58454) 9524 (42365) B22X- 35281 (156938) 10753 (47832) 39358 (175073) 28529 (126903) 20676 91971) "§�22�M-3,3 SOPff) 2+1i!f� 3456 0153) 1 496 077826 11$ (517 �7 93 f46:'?^) . ?%9$ ( �82 11 25„27 Ifi2429r B22 3176 (14127) 1984 (8825) 4037 (17957) .2461 (10947) 1980 .(8807) 84 (2133), B22A, •14255. (63409) 3028 (13469)`'s169112 ).74783) 10076 (44820). 6998 (31128) B22X ' 30947: 137659 8206: (36502 36499 ' 162355 21875 (9730.5 15192 '(67577) _ - �rLS6) B�2 936 306a 1486 S3 5� X124 �rG5�52�, 77$ x"009=9 ' . _1,8�16� 378) ' 90 2 X141 (58454a 66 7 �1$t 63: 607 (a77i371 3 X39 6096 X271 t6�" B22 . 2728: (16583) 1761 (7833)' ' 3456 (15373) 2101(9346) 1671 (7433) 96 (2438) ': B22A "11951 (53160): 2359 (.10493) -15291- (68018j ` 7715 (34318) 5357 `(23829) B22X, ` 25945 (115409), 6393 (28437) 33197 147667:. 16749 (74503) 11630 (51733 ' B22 2$45 a11�32,1 (G�6`4jq_FQ02� 2QBl� X3'82 11394. 74'3, (-..• Q303 x'15&+.0 B22 2381 (10591) .1575 (7006) 3022 (13442) 1816 (8078) 1426 * `(68599) 108 (2743) - B22A #' 9524 (42365) . 1867 (8305) 13568 , . (60353) 6096 (27116) 4233 (18829) B22X, 20676 91971 5059 22503 29456 131027 13234 58868) . 9190 40879 ZZ y 2�2�3�4 993:1 tjr4ffi�9�4'(�20_ 274201r2t1:970}8y7 52$3„ 8247 36f� • B22 .2101 (9346)- 14I8 (6307) !. 2680 (11921) 1583** (7041) 1228*.* (5462) 120 (3043):, B22A 7715 `(34318) 1512 (6726). 1'1642 (51786) 4937 (21961)•' 3429** _(]5253) • B22X - 16749 (74503) .4097 > "•(13224) ,25275_ (112429) . 10713 ; (47676), 7444 (33112) x . "Where the slenderness ratio KL exceeds 200, and K = end fixity factor; L'= actual -length and r = radius of gyration. r 4 c Reference page 14 for general fitting and standard finish specifications. 23 . Eclipse Engineering, Inc. a t r u c t u r a l s o l u t I o n s ��L 235 N. First St. West Missoula, MT 59802 I�VL Second Floor Ph: (406) 721-5733 www.eclipse-engineering.com DATE= DE516N BY: . . . . ... . . . . . . . . . . . n5rn�.x) . . . . . . . . . wj-e.. �2i �$''-- I1� cry CO `iy"- — I S Gbtia rl KU.(. hcv�^e w -a► -e .(v.,= 2 b o IL0001� o�-( v-� ►b -rT= 2 ilav ��-aa6�,Ib. p.,% ISo t� lb i , r,-u�,� .. .. . . . . . . 5 a.C-.y-a5S,oP� . . . . . . . . . . ... . \j511 �1 (b/5 = 102.38 lb. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . S hk ova OL S -L D p 2 . .0 �53 51b. . . . . . . . . . . . ... . . . . tv . GVL of n Q . ► w _. Cl U,t rGi w GV'l�e. n'tit.: r�.i.fn w r i_ . C�[ 4'U 0 1b T — 1 l . . . . . . ' #8-32 N221, N221WO,N521 ' 50 220 � 50. ;. 220 50 220 N721,TN221 #10 24'N'222�0rMR522° t` uN�rA--1Ti222a N227 N227W0 N527 100 440 100 440 100 440 410-32 N727, TN227 6-sammr,j IZ$ iiMlltvmsvM96 22'N224" WU;�N52�124 El 6d0 4330 X330 . " fes' '....YA: J 5/16"-18 N223, N223W0, N523, N723, TN723 450 2000 450 2000 450 2000 BFN-8, BMS -8, BMT 8 x N228 N228 -228W ®sN528' a�6 e "� 800 S'60 670 600«: 2670 7r28;TN228, BN,10B50, B�0 . 7/1611-14 N226 N226W0 N526 1000 4450 ' 800 3560 800 3560 N726, TN226 , �125,a1!i52aWO, . S 525,M1$ tt ` ✓ . e3J 50,Q' 6705' e 'y O 5/811 N255, N255WO, N7559 TN255 . 1500 6670 1000, 4450 1000 4450 11 N555, N555WO. ' 1'500 6670 1000 4450 _ 1000 4450 A aM1 f, N275, ON 775 Am 5r7mSzN5��15Wi'b . a. _ 500' 67�Q 1'S'w'. 170 000 '"45000 100(? X50 .-� 7/a"-9 N278, N278WO, N778 1500 6670 1000, 1000' 4450 Pull -Out Strength of Channef Nut Reference page 44 for general fitting and standard finish specifications. > ` E. 51 ANGULAR FITTINGSCOO ER B-Li-ne � • f G ca�aC B156 - B161 B155 TWO HOLE CLOSED ANGLE TWO HOLE CLOSED ANGLE i r ' Seo -Standard finishes: ZN; GRN _ -Standard finishes: ZN, GRN, HDG, SS4 _ _ f •Wt./C 63 Lbs. (28.6 kg) t ' 13/16" GG6LY 13/16" (20.6) 31/2" (20.6) 33/16' (88.9) (80.9) �;� 1�" �• A 13/16' 450 •� (20.6) � .2�, , •�,� _ � r�a B156 821/2° 13/16" 21/2"' (20.6) (63.5). ` 21/2" 1, B158 671/2 56 (25.4) (63.5) , B160 521/20 R 1(il�'i71"hi° � C B363 - B369 FOUR HOLE CLOSED ANGLE •Standard finishes: ZN, GRN 5„ (127.0). • B363 821/20 t� 43/8" (111.1 •* B365 671/2° 1 ) B36 _ ;. GO ,;5 (43.1) A B367 521/20 B3d._ 450 » B369 . 3,71/2° B335-1 TWO HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN •Wt./C 78 Lbs. (35.4'kg) 213/16" r ✓! (71.4) 213/16,. (71.4) Reference page 58 for general fitting and standard finish specificatio B335 FOUR HOLE ADJUSTABLE HINGE` » Y h " -Standard finishes: ZN, GRN » �� rR ��--' -Wt./C 110 Lbs.•(49.9 kg)' �. H -HOLE SIZE - THIS HOLE ONLY • ! +. g to 411/16" d u 411/16" en: � 213/16" <C (71.4) � o mmmmm I i f 411/16" d, B335=21/, WAR B335 2s/s 11/16" (17 4) 92 (41 4) J B335-2 SERIES THREE HOLE ADJUSTABLE HINGE -OSHPD approved -for Seismic Zone 4 K -Standard finishes: ZN, GRN / �. H -HOLE SIZE - THIS HOLE ONLY • ! +. g to 411/16" en: � 213/16" <C (71.4) � o mmmmm I i B335-2-3/8 7/16" B335=21/, WAR B335 2s/s 11/16" (17 4) 92 (41 4) J :1S. i 69 ANGULAR FITTINGS ` coo pt B -Line - .. B634 B635 SINGLE CHANNEL ADJUSTABLE BRACE DOUBLE CHANNEL ADJUSTABLE BRACE Standard finishes: ZN, GRN •Standard finishes: ZN, GRN R; •Wt./C 306 Lbs. (138.8 kg) '� '' n •Wt./C 518 Lbs. (234.9 kg) °13/16» , (20.6). (20.6)s 15/8" 15)8" ® (41.3) / (41.3) , 30° MIN.♦ O 17/8" A y O 0 17/8' -� -- - - i_ (47.6) (47.6) �'' _ 33/4"I 33/4" ' l.-(95.2) -•! (95.2)�J Zo 53/8,,' , 53/8" e (136:5) (136.5) . y B650 SERIES ,, x B129 Q SEISMIC RETROFIT BRACKET U •OSHPD`approved for Seismic Zone 4. • ATR o Available for 3/8", 1/2", 5/8", and 3/4" threaded rods. / W. -Allows installer to easily brace. existing trapeze supports: •Includes: Bracket, B129 plate, key. Hardware sold separately: :' r -Standard finish: ZN; GRN r Bracket`,` Key A t - Longitudinal B650 3/8 3/8" ' 1100 (4.89) 1100 (4 89)' 92 (41 4) �a Load. (LL) ?fQ -50:0"U0 B650-5/8 5/8 1500 (6.67) `1500 (6.67) 95 (42.7) t 650 314 31a' 5©0 �, 69i 15.0 GT 1.07 8 �� Transverse oma a� (�J ♦ Load (TL) B633 a , ADJUSTABLE SEISMIC HINGE FITTING H ' •B633-1/2 thru B63.3-7/8 - OSHPD approved Seismic Zone 4. ; -Use 1/2" Bolt & Channel Nut.on two hole side of 3/4" Connector Fitting (Tgrque, to 50 ti. -lbs.) 3 o � -Allows for swivel in two planes. (95.2) -Standard finish: ZN "- 15/8�� B (41.3) • r 1' d B633-1/2 31/2" (82 5) , -15/8'.'(41.3) 9/16" (14.3). 92 " (41.4) ° B633 18 h48 5' TR X 14 1/ 6 ` B633=3/4 31/2" (82.5) 95/8" (41.3) 13/1.6" '(20,6) •95 (42.7) �..�,. . t " - B633-1 39/1.6".(90.5) 2", (50.8) 11/16" (27.0) 120- (54.0) , t,. �S 9i6t90:- Els HOMES13 (s3`0.2 1'04 (4/12 �• r M B63341/4 37/8" (98.4) 21/4" (57.1) 15/16 (33.3) 114 (51:7) 70 Reference page 58 for general fitting standard finish specifications. r 4^ ANGULAR FITTINGS a B147 -B152 B243 -B253 Q o TWO HOLE OPEN ANGLE FOUR HOLE OPEN ANGLE r5 -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN " z 23/8" (60.3) ,� B243 71/2° B162 -B165 TWO HOLE OPEN ANGLE •Standard finishes: ZN, GRN 11/16' (27.0) 11/16"L '/ ///_A B154 TWO HOLE OPEN ANGLE •Standard finishes: ZN, GRN, SS4 •Wt./C 58 Lbs. (26.3 kg) 11/16" (27.0) 11/16" (27.0) 25/16" (58.7) VZ 35/16" 21/16" 11/16" (52.4) (27.0) B -Un& 3i1/16" (936)j! 31/2" 1 (88.9) ti B322 -B332 TWO HOLE OPEN SHORT ANGLE •Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING *Standard finishes: ZN, GRN •Wt./C 54 Lbs. (24.5 kg) 17/8" (47.6) 5• e 35/8" (92.1) C8 Reference page 58 for genera( fitting and standard finish specifications. 15/8" (413) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN •WtJC 100 Lbs. (45.3 kg) W 5•. 5' �I II it 31/4" (82-5) 17/8- (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE 'Standard finishes: 2N, GRN •;M/ 68 Lbs. (30.8 kg) v (47.6) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 87 Lbs..(39.4 kg) 21/4" 31/2" 31/2" (57.1) t� (88.9) (88.9) 13/32" 1/2" (10 (12.7) 31/2" (88.9) 9/16X 29/1" 16" SLOT(143) (65 1 9/16" X 29/ (143) (65.1) (104.8) B113 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 256 Lbs. (116.1 kg) 9/16" X 11/2" SLOT{2) 33/4" (143) (38.1) (95.2) 6" (152.4) 85/8" ` ;219.1) 17/8" (47.6) B109S TWO HOLE TAPPED CORNER ANGLE *Standard finishes: ZN, GRN •WtJC 33 Lbs. (14.9 kg) -18 TAPPED 17/8" (47.6) 15/8- (41.3) 31/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WUC 180 Lbs. (81.6 kg) 9/1C X 11/2" SLOT -(2) (143) (38.1) 4" (101.6) (1683) q u • � o d 33/4" (95.2) m es :: � W d 9521 Q TWO HOLE BUS DUCT ANGLE •Standard finishes: ZN, GRN v M •WtJC 37 Lbs. (16.8 kg) 90° ANGLE FITTINGS B-Une:& • • u a+ U B496B496-1. B371-2 m ca TWO HOLE ADJUSTABLE ' TWO HOLE ADJUSTABLE THREE HOLE ADJUSTABLE Ej o CORNER ANGLE CORNER ANGLE CORNER ANGLE Gq = -Standard finishes: ZN, GRN •Standaid'.finishes: ZN, GRN, HDG -Standard finishes: ZN, GRN v •WtJC 85 Lbs.. (38.5 kg) •WtJC 58 Lbs. (263 kg) •WUC 61 Lbs. (27.6 kg) Z 23/8- 3/8;,(603) 603) 67/8" 47/8"15h6" C�..(143) U(174.6) /16"'X 29/16" SLOT (65.1) (123.8) 9/16" X 29/16" SLOT 9/16" X 11/2" SLOT (333) (143) (38.1) 25/8"(143) (65.1) (66.7 17/8- (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE 'Standard finishes: 2N, GRN •;M/ 68 Lbs. (30.8 kg) v (47.6) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 87 Lbs..(39.4 kg) 21/4" 31/2" 31/2" (57.1) t� (88.9) (88.9) 13/32" 1/2" (10 (12.7) 31/2" (88.9) 9/16X 29/1" 16" SLOT(143) (65 1 9/16" X 29/ (143) (65.1) (104.8) B113 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 256 Lbs. (116.1 kg) 9/16" X 11/2" SLOT{2) 33/4" (143) (38.1) (95.2) 6" (152.4) 85/8" ` ;219.1) 17/8" (47.6) B109S TWO HOLE TAPPED CORNER ANGLE *Standard finishes: ZN, GRN •WtJC 33 Lbs. (14.9 kg) -18 TAPPED 17/8" (47.6) 15/8- (41.3) 31/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WUC 180 Lbs. (81.6 kg) 9/1C X 11/2" SLOT -(2) (143) (38.1) 4" (101.6) (1683) q u • � o d 33/4" (95.2) m es :: � W d 9521 Q TWO HOLE BUS DUCT ANGLE •Standard finishes: ZN, GRN v M •WtJC 37 Lbs. (16.8 kg) d • • u a+ U 17/8" (47.6) I I / Reference page 58 for general fitting and standard finish specifications. 2" (50.8) u� u ,b w a� a 67 �trt.rart - \umb� r�of for ... _ o�. C Launcl Lbs ANGULAR FITTINGS B147 -B152 B243 -B253 TWO HOLE OPEN ANGLE FOUR HOLE OPEN ANGLE •Standard finishes: ZN, GRN -Standard finishes: ZN, GRN B162 -B165 TWO HOLE OPEN ANGLE •Standard finishes: ZN, GRN e6 e b 0 W B154 TWO HOLE OPEN ANGLE •Standard finishes: ZN, GRN, SS4 •WUC 58 Lbs. (26.3 kg) 11/16" (27.0) 11/16" (27.0) . (58.7) 11/16' (27.0) 23/8" 11/16" (27.0) 11/16" , ' / // 31/4" (82.5) 35/16" 21/16" 11/16" (52.4) (27.0) B -Un& 311/16" (93.6) 31/2" (88.9) 6 B322 -B332 TWO HOLE OPEN SHORT ANGLE *Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING •Standard finishes: ZN, GRN •WUC 54 Lbs. (24.5 kg) 17/8" (47.6) e 5° 35/8" (92.1) 68 Reference page 58 for general fitting and standard finish specifications. 15/8" (41.3) B488 TWO HOLE LEG CONNECTION •Standard finishes: ZN, GRN •Wt./C 100 Lbs. (45.3 kg) CHA NNEL. _ SELECTION CHART for.Cba.= s, Materials and IIde Pitterps Ic 31/x' (" is/s" N1 12 Ga. - do 2�/1�' ous) I%w N1� 12 Cxa. LIS112 Ph" N1� 1%* Is/s" • N13) . 12 Ga. .105 '- .105 12 Ga. 12 13 113 1 11 13/i"N13) Isfi" (41.3). 1%" N 14 Ga. KZI .A80 14 Ga. 1400 B32 I 1 N1.3) 16 Ga. 12 Eli: _ - 13 842 1" 1sli"1 BGa. SZ Lyle- 1 12 Ga. 12 1 • 1 - 1 1 B54 �1t6' (20,6) lsh" (13) im Wlr 12 Ga. 14 Ga. - 12 Ga. X080 14 Ga. 14 Ga. 1131 1 - 11! 3i - 11 IS/Y N1� B62 (20A) 131W 16 Ga. _ PQA) nn �fsr' tyle18 18 Ga. — _ - - - - E7016 2/t" I19� s/a" Ga. _ b pmw i 1CfLM.4e for andabk �pppd, b7►nmlbesslBun� ud We pdkm MA=1 irAA& types for Some #arol = dod chnmb vi& bdo pat um am &V&Rabk an = xdd oder / ' fw diclme== shown ill CbWL 12 Ga. -2.6mm «1- Sood 18Ga_=1.2ma; 14 Ga. -19 mm - 2.6 1,AhmAmom .105 mm 16 Ga. -1.5 mm MO - 2.0 mm 3- Type 304 Stainless 1 -Type 316 Stainless Skd Sbd p"Pa1ics my Tay due to oommmw wa=km of Bre ma ceuL CbAnad Put Nouba iat . Esimpl� - mu Type IIok Pauft asBli MI yF SH ORMN 124 B12 S QALY 240 B22 M78 HDG B24 Tg SS4 B26 S56 B32 AL . • 842 B52 B54 B56 B62 B72 ' fi7016 - i�efereaee Page 14 fec 9comal fitting amd staodald finish vodfimtioas. .o tis S-� H aA 15 do S-� H aA 15 u vim: B22 C ,,L .lam - g B22 oa - M iclakc= 12 Gauge mgii) . -SUndad let>g� 10' os di io. m SECTION MOrMaM �i m) (609 :, -Stmdud Plato, D=-G� tIm !ITI�124 MPPS ,Stainless Std Tyi c 304 or 316, Atom int m ot190 LbslFt. fzs3) B= 3BZZZC 6 3/e (413) 31e, Qtd�soioosofsocL'ioapNp�yaieb� - rz • 15�..oly o� the. (41M2252 a u � g . oa - SECTION MOrMaM �i tIm !ITI�124 B= 3BZZZC 6 �� Qtd�soioosofsocL'ioapNp�yaieb� �p rz o� OR B22A Wt 3.80 LbsZt. (5.631OW 131jr mo P� 383 020 931 p r7�9) ir456 1 cram Rafeirdoe page 14 for gc=d fitting aad stwxtud finish qnmficdtom 2953(a i4) X653 (tom -SM 0-M X653 n 12W (1921) .7sl cL�n P (413) XR (2 y 15/2" (413) _a T;:IE.NEW VALUE FRONTIER „ KY 0 CE R,3 :. KC1 67G HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE LISTED MODELKC167G HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is 15% These cells are encapsulated between a tempered glass cover and An EVA pottant with back sheet to provide maximum protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC167G is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems 4. High Voltage stand alone systems QUALIFICATIONS UL1703 certified. PERFORMANCEVARRANTY 25 year'" limited warranty on power output ■ Electrical Specifications MODEL Maximum Power Maximum Power Voltage Maximum Power Current Open Circuit Voltage Short -Circuit Current Width Depth SPECIFICATIONS ■ Physical Specifications KC167G 167 Watts 23.2 Volts 7.20 Amps 28.9 Volts 8.00Amps 1290mm (50.8in.) 990mm (39.Oin.) 36mm (1.4in.) 16.0ko (35.3lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C - Isc Current temperature coefficient (A /°C) (8.60 x 10-3) A /°C Voc Voltage temperature coefficient (vrc) (-1.12 x 10-t) V/°C Note: The electrical specifications are under test conditions of Irradiance of 1 kw/m2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice (Unit: mm) -Power output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. ' 990 (39.Oin.) 360.41 in.) NN M .-. � NT 1 u� c III,.Tllly.,ll NN C� 0 Q� O M N nc NN NN M . NT -Power output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. ' ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module Current -Voltage characteristics of Photovoltaic Module KC167G at various cell temperatures KC167G at various irradiance levels 10 IRRADIANCE: AM1.5, 1kW/m2 8 75°C 50 C25*C Q 6 c a� Z) U 4 2 0 0 10 20 30 Voltage (V) 10 CELL TEMP. 25°C 8 Q 6 C 600W / m2 3 U 4 2 0 0 10 20 30 Voltage (V) 1000W / mz 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)951 -6330 Telefax:(480)951-6329 htlp://www.kyocerasolar.com • Kyocera Solar do Brazil Ltda. Energia Renovavel LTDA, Rua Mauricio da Costa Faria, 85 22780-280-Recreio-Rio da Janeiro, Brazil Phone: (55)21 -2437-8525 Telefax:(55)21-2437-2338 • Kyocera Solar Pty, Ltd. Cnr Forbes St &Riverside Drive P.O.Box 5538, West End, Queensland 4101, Australia Phone: (61)7-3844-6686 800W / mz 400W / m2 200W / m2 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules exceed government specifications for the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. 19I(yOCERa KYOCERA Corporation ■ KYOCERA HEAD OFFICE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushimi-ku, Kyoto 612-8501 Japan Phone: (81)75-604-3476 Telefax:(81)75-604-3475 http://www.kc-solar.co.jp • KYOCERA FINECERAMICS GmbH Fritz Muller Stra,6e 107, D-73730 Esslingen, F.R.G. Phone: (49)711-9393417 Telefax:(49)711-9393450 http://www.kyocerasolar.de E-mail:solarO kyocera.de • KYOCERA ASIA PACIFIC SINGAPORE OFFICE 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 Phone: (65)271.0500 Telefax:(65)271-0600 • KYOCERA ASIA PACIFIC HONG KONG OFFICE Room 803, Tower 1 South Seas Centre, 75 Mody Road, Tsi mshatsui East, Kowloon Hong Kong Phone: (852)2-7237183 Telefax:(852)2-7244501 • KYOCERA ASIA PACIFIC LTD., TAIPEI OFFICE 10 F1., No. 66, Nanking West Road, Taipei, Taiwan Phone: (886)2-25553609 Telefax:(886)2-2559-4131 • Kyocera Solar, Inc. Tele(ax:(61)7-3844-8569 The contents of this catalog are subject to change without prior notice for further improvement. LIE/I010 0404S3SAGY-01 (Recycled Paper) " 'unny • ••0O _ -- -- in Europe- . a Exceptional reliability, efficiency and energy capture ratio i 5 -year comprehensive warranty Rugged stainless steel outdoor enclosure standard — — Easy to install wall mount bracket system Comprehensive SMA communications and data collection options SMA's modular commercial inverter ;o design is expandable to virtually any size system The most popular grid -tied photovoltaic inverter in Europe, is now available in North America. Sunny Boy's extensive track record in some of the world's most °demanding markets has made it the favorite among PV professionals everywhere. Over 250,000 Sunny Boy inverters have been installed throughout the world. Superior design, rock -solid German engineering and exceptional real-world effi- ciency have made Sunny Boy inverters the top choice for American solar designers. cUKus 11 208 V or 240 V AC output 277 V AC output N The SB6000U is SMA's latest addition to the Sunny Boy family of utility interactive inverters. The SB6000U is designed for use with PV, fuel cell, wind -turbine, hydro -turbine and micro -turbine technologies, The SB6000U follows SMA's modular system design philosophy for utility, commercial and residential PV installations from.66V and up. Automatic sensing of the site utility voltage makes installation on almost any utility system trouble-free. Just wire the inverter into any 208, 277 or 240 VAC sys- tem, make one internal jumper setting and the SB6000U does the rest. The wide DC input voltage range allows connection to almost any type or model of PV module. Our proven peak -power -point tracker results in maximum energy capture. The SB6000U uses the some SMA communication accessories as every other inverter in the Sunny Boy family. Choose the system package that best suits your needs. SMA offers a variety of hardware and software solutions from low cost wireless monitor- ing, to complex data acquisition systems that integrate -large numbers of inverters with external sensors to networked PC's and the internet. Specifications Inverter Technology AC Input Voltage AC Input Frequency AC Maximum Output Power AC Maximum Output Current DC Input Voltage DC Minimum Input Voltage DC Voltage Ripple DC Maximum Current Peak Power Tracking Voltage PV Start Voltage (adjustable) Maximum Recommended PV Powe Current THD SMA America, Inc Grass Valley, CA USA info@sma-omerico.com PWM true sine -wave, cuirerit source Autamatic sensing 277 VAC Nominal (244-305 VAC) 240 VAC Nominal (211-264 VAC) 208 VAC Nominal (183-229 VAC) 59.3-60.5 (60Hz) 6000W (at 277 or 2'40 VAC) 520OW (at'208 VAC) 25A (22A at 277 VAC) 234-600 VDC 207-256 VDC (dependent on AC line voltage) Less than 5% 25A 250-480 VDC 300 VDC (277 or 240 VAC) 270 VDC-(208 VAC) r 750OW (STC) Less than 4%• Power Factor Peak Inverter Efficiency Cooling Power Consumption Ambient Temperature Rating Enclosure Dimension's Weight Fixed, unity > 95% Temperature regulated fan cooling 0.1 W nighttime 7W standby -25' to +45* C NEMA 3R 16.9 W x 23.6 H x 9.8 D (in) 430 W x 600 H x 250 D (mm) 137 lbs 62 kg Compliance Meets requirements of IEEE -519, IEEE -929, IEEE -1547 UL 1741 So%r Today... Energy Tomorrow A M NOTES RESIDENTIAL PERMIT NO. 027-35-0-169 .00-1392_ ` WARN R, GARY, COX LANE, OROVILLE 1 { CONTR: SKYCRGST ENTERPRISE MH ON PERM FND i W—ev �s i u r 37G - 671-,/ SPECIAL CONDITIONS CHECKED 41 BY SRA / FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY OFFICE COPY i Address { GAS Meter By D0 aELEC I• Meter By Date OFFICE COPY Address 1'. 1t GAS Meter By Date ELECTRIC —tet 1 Meter By D , e � r� JOB FINALED (Date) t' Signature ✓ = OK 7. 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch 11. 3. Se r; Location -Test -Fall -C/O -Concrete a ocation-Test-Easement Needed (Sketch) Braced Wall Panels Elecirici ; Location-Clearances-Grnd-/ /Amp -Concrete c. as; location -Test -Wrap; " L -ft. Date / /'Nat. or/ /"L"tt . Card B-1 Date Card B-1 ZOOLPG 7. Well Clearance & Discorinec 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 -?!Lon' g Requirements -Setbacks -Easements 2,15;0,tipg; Size -Spacing -Marriage Line ,,(C- MH Test -Demand -Valve -Connector pel- ctricity; MH Test -Crossovers -Breakers -Clearances Dr ''n; MH est -Fall -Flex Connector er; 0 Test -Regulator -Connector Wat and Sewer Connected -C/O to Grade -HD Approval and Electricity Tagged lg'Tiej)o-w'ns-Ty-pe-Installation Cert. xits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 9�� 4/Lx� i z -' 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-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = NoottAealicyable RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s " Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Date 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 71. Elec. Outlets at Wood Panel, Int. & Ext. Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date 74. 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 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Date Card B-1 Date Card B-1 Date 82. Card B-1 Date Card B-1 Date 83. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 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 MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Wallsi(rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor D Yes 82. Following Insild./Drive D Yes 0 No/Walks,:) Yes D No/Planters D Yes D No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 00-)'? PER 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. n r_V IvluG COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE )A-k1,JZ-1z-, I' gra 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. completep-ff°yeu,�ave any questions pertaining to this matter, or need additional explanation, pjease contact thispffice immediately. REV 10192 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive • 06Alle, California 95965 • Telephone ('530) .538-7541 PERO. cvoev.12/96) , i APPLICATION AIVD PERMIT - t MIT O ASSESSOR PARCEL NUMBER 027-35-0-169 ZONING_ BUILDIICGPERMIT OWNER GARY WARNER TELEPHONESO. 534-6855 FT. OCC. BUILDING VALUATION OWNFAS MAILING ADDRESS SKYCREST ENTR 2518 R 135,972 CONTRACTOR'S NAME 468 HWY. 99, CHICO 95973 TELEPHONE 342-2694 . CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1-15.972 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 9Q $ 382.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23 -00 BUILDINGADDRESS COX LANE, OROVILLE Ener Plan Checking Energy g Fee $ PERMIT FEE $ 99-75 LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIPf Each Trap 7.00 Solar or heat pump 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: MSI ON PERM END -- NEW SITE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W 920.00 El PERMIT FEE $ 65-00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service 20 AOR 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 I in full force and effect.r �9, c.. �/� License Class LIC. NO. L.J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( a ACC. stns. SO 3.5QFT: NEW CONST. MULTI -OUTLET NON-RESID.BRANCH CIRCUITS@7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FocTugEs Bn0 9 I:So LNS Ex. Occup. DPMUTLEEDS R p.OEA_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43,00 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' co pep satipn insurance c rrier and policy number are: Carrier 3 T�� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number I SQ=._ (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 -forthvi comply with those provisions. /j X s Dat �v Si ure o Applicant - ❑ caner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" d p and demolition or construction of structures over 3 stories in height. z 16 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTA FEE $ 5 A ] HAZ. D. Es I 7D _. COF PARC HD ISSUE l.� This permit is hereby issued under of the Butte CountyCode and/or indicated above for hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Z 7 10'1 pge Receipt No.50Z �f 040y WHITE-D.D.S.-B.D. CANAR -ASS SSOR PINK- SP CTOR G LDENROD-APPLCANT t i y COUNTY OF BUTTE - DEPARTMENT OF E�YFLOPMENT SERVICES -BUILDING DIVISION 7,COUNTY CENTER DRIVE - OROVIInLyA`I-fFeVIZiIA 95965 - TELEPHONE (530) 538-7541 - PERMIT APPLICA TION DA TA SHEET OWNER: l/, (mA. , - ►_ ASSESSOR PARCELN JMBER: opc_ ! —asp — A o Proposed Building Use: Building Inspector: q"'me ' ` Date: /C) (f 1 At time of permit application, I was ad sed the following data must be submitted prior to permit PWcessing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 113. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- ❑ 9. Manufactured ��Hoome�� data d installation instructions including Tie Down Specifications ------------------- ; Fees of $ "5/• 7 ----------------------------- ---- ------------------------------------------------ �71 pact fees as shown on the attached schedule. -- -- ------ - ---- ,----------------------------------------- V.Fl:ood ornia Department of Forestry plan approva ees. ---- ��"' �-=-- --?v ' O C� elevation certificate. ------------------f---------------------------------------------------------------------- ation and plot plan approval Dre %11 ' ealth Department. ------------------------------------------- - ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval froggy the City of Biggs. ❑ 17. Planning approval for (A) Use: O K (B) Parking: _ i 4" ❑1�! Contact Land Development about El Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 19. Encroachment Permit for driveway (construction approval prior to occupancy). ------------ 7- Z -Z- ayo ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. --------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). �❑24. Letter of signature authorization. ------------------------------ ,' N-� "l5. Recorded copy of Agricultural Acknowledgment Statement. v E126. Letter of intent on building use. -------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations an jor a ired permits.,------------------ --- --------------------------------I------------- ❑29. ❑433 A Grant Deed,W M.H. Title, i'Check to H.C. ��t��--------------- ❑ 3 0. Other: ------- (Date) you iss� e err4, jycess as follows ❑ Mail to owner, ❑Mail to actor. Telephone .•��{o�`� / and hold for pickup at t� office. ❑ Deliver with ins ector. r Applican �--0 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ er: 99te. By: 1. Index permit application for the above items numbered: man Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data1by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own advised of the aboveQuired data b ❑phone, 13 mail, ❑Building ivisie counter, by D te: Plans reviewed by: Date: (Q ' - © Q Plans approved by: f ' Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. • E.M. USE ONLY Plot Plan Attached Floor Plan Attache Sent to B.O. TO• Buile in De artment 6 G is FROM: Environmental Health SUBJECT: Sanitation Clearance r L. —0�� - Owner Location Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: (VOTE: Water Supply: Public 0 � 41)""' ( 19 e4 Environmental Health Specialist , t 8/96 AP# Private Well Date COUNTY bF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER ,(�GI A.P. #00-27-350 PROPOSED BUILDING USEQLL4-�J C/ADATE I U U RECEIPT DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ 1 � SCHOOL DISTRICT FEES paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $k 1p©� 60 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE 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 7 30�1z5 ��Lr Pow-�I I�lm 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. r. APPLICANT,:.DATE (e ! Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMEWT SERVICPS - BUILDING DIVISION 7 County Center Drive - OroVille, California 95965 , Telpphocie (530) 538-7541 PERN41T NO. (Rev 12/96) APPLICATION AND PERMT — 00 h:SESSOR'tA::FL NUI/.B ZONING BUILDING PERMIT TE SCl. �Ff' ECZC..BUILDING VALUATION RESS , , C _0_9 CONSTALIC110NUENDER 20 (� I.00 SAL @ .50 FIXED APPLNS. OR —Ex. Occup. OU'riz 5.001 I ENOEA*S kV,'tJtjG ADDRESS Total Valuation is ;,ACeirrE.0 I OR ENGINEER LICENSE NO. Fee Perrytit Fee If Plan Checkina Fee $ 20.00 ':�E g "-7 $ o s - - — OR ENGINEER'S I'VIII-ING Al"DRESS f-4.0ING PDORESS LCT 11-10. SUBDIVISION'S NAME rPARCEL MAP finer gy Plan Checking Fee $ PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LISEOFSTRUCTURE SF 0 Duplex 0 Mobilehome Other SPECIFY Solar or heat pub water heater Water piping 23.00 15.00 --- Each gas water heater or vent 15.00 TYPE OF WORK 1-fiaw 0 Addition 0 Remodel 0 Utili-des 0 Installation 0 Other 0 Descr'lbe. Work: /1421- A: Gas ' stem t, ___PjP!N_s stem I - 5 outlets BI.Iildjrja sewer 15. 0 0 15.00 - Home _�V L D @D20.00 .-Mobile PERMIT FEE ELECTRICAL PERMIT Filing Fee 20-00 in Service ""ES Main Service 200A TO 1000A 23.00 46.00 3dM60" NEW CONST. DWELLING OCCUP'3.540. OR ADONS. & ACC. _hEW CONST. FT. 97.50 Ex. Occup. OUTLET OR FIXTURES 20 (� I.00 SAL @ .50 FIXED APPLNS. OR —Ex. Occup. OU'riz 5.001 eMp�ra Service Mobile Home Facilities i3 00j 20.0 � Misc. Wiring 23.00 PERMIT FEE $ %I .(-) I MECHANICAL PERMIT Filing Fee 1 20.00 Heating -- -_- Flood ---6.50 Ventilation PERMIT FEE Mobile Home Installation Fee $ --Energy Inspection Fee $ ocC_�F-n(PE TOTAL FEE $ CONS I HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I' W I HD I 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. By — Date PERMIT EXPIRES ON t� "j,`. � j.,);a��iu� ,n t� ,,r�r. n.r. � . • ty.kr r.;�tiww..�...rw,..r,.:r.+�-...;:.ra,�;.•r3i�i;++u-�..,-�.'ti'r_y"h'�r--A.:Y-.�. ,�,.. .................. ........................................................... ..................................... : ` Sq. Footage as 1 No of Living \�,. .�.-..-r�sn.+;+ Addition/ *Supplemental to (Group R) Units Installation `: Conversion Permit # 1 i '(No foundation inspection): ................................................................................................................... BUTTE COUNTY SCHOOLS -IMPACT FEE CERTIFICATION FORM Oco (One form per Building) Ice� O1 I School District Uva Building Department No. A.P. Number lav / 'n jurisdiction: City County Property Owner Property Location/Address Subdivision Lot No. Residential Development .................. ........................................................... ..................................... : ` Sq. Footage as 1 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation `: Conversion Permit # 1 i '(No foundation inspection): ................................................................................................................... Commercial/Industrial O New dditior OA gilding Department Representative (Floor Plans reviewed by School District Personnel) District Identification No. 000154 . I kISeho l District certifies that (Street Address) (City) has complied with the requirements of Resolution. No. representing 18 square feet. School District Representative Paid by Check >r Remarks: (State) I C e), q 2926 Sq. Footage (Including Exterior Roofed Areas) L+N Date LJ yV _ 0 (Applicant) 3 V - LA 5 -5 - (Phone Number) TS:9to (Zip Code) bYPY payment of $ S Lob Date Notice: You may protest the imposition of the fees identified above by"-mitting a written protest tJ the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit�imely 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 Guality.Act (CEGA), this project may be subject to additional school tees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) i feeform.xls (10/98)dmm (Designer series 6 ref' APPROVED Butte County EnvirOnmental Health -- Zf)-_-_ ete _--� Signature I-eqc� 4 e�y 0 O� i Cron V4 wrtktc , Goy LwwC Q f OV A\0- �w��• � °l160%6% A�, �� -350 -tdq 3 ee►�< r ; Peririit C/ea�ance ❑ APPROVED CONDITIONALLY APPROVED- .,. ❑ RESOLVE PROBLEMS PRIOR TO�A/PPROVAL`" Permit #. Date:- Generd/Informairon Owners Name: ✓yi, ff AP #: _05;.:/ .� Same as Computer Information: ❑ No ❑ Yes Address Provertvinformat/on Zone District: Date of Zoning Ordinance: General Plan: AR Development Agreement: Use Permit: - - Variance: Parcel Is In: Land Conservation Agreement - { No ElYes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area ❑ No ❑ Yes Specific Plan a No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset' Enterprise Zone No ❑yes, check use 09 6) –IS, C— Floodplain. & No ❑ Yes Zone: Panel Number: Watershed Protection Zone M No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial . ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcelr Proposed Use Comolies With: ❑ General Plan ❑ Zoning Proposed Use Requires: , ❑ Use Permit ❑ Minor Use Permit , ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zonin Code Stre t & Highways Fire Prev nti n Subdivision Ma Front 2-O Side n Side street Rear © ._ Height Perm& clearance Environmental Health Issues: Septic Permit Review- Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) • ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No [:]yes Comments: A��ivClA- �,�Ct-. Map Date of Recording: @ 1...02.. ��•„ Lot: l Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: ein 1 �mwAOTIAII 4NV1 f18 j0111Nn1 ' 6661 h 0 __130- • Lk G�..� VA wrhtc Coy Lr►NL oco\j"\\t �. w��• 0\%O� W • Lk G�..� VA wrhtc Coy Lr►NL oco\j"\\t �. w��• 0\%O� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 19 -Jul -2000 2000-0027725 Hae'not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and 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 purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ,S e<L q/1CI-C-A VZ/' Date / ' �� G PROPE TY OWNERS: Com-�O 7/e� W r,Qd' State of California ) County of ) On I I �b before me personally appeared I - personally known to me ( is-o€�factory-eyidenee) to be the person(4whose name( s re subscribed to the within instrument and acknowledged to me that 1 t 1#6916 executed the same in 1*40tfiQr authorized capacity(), and that by �9jl� signature(V) on the instrument, the person(o or the entity upon behalf of which the person acted, executed the instrument. WITNESS my han4ladpM eal. J AA1 1 V. PArn GRAY fir COMM. # 1158503 a WTARYKXUTE C "'� p 12, 2001 A r *3 KZCORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 05 -Oct -2000 2000-0038685 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GARY WARNER & CHARLOTTE JANE WARNER REAL PROPERTY OWNER/LESSOR 147 WAYNE CHARLES ROAD MAILING ADDRESS OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP 1915 COX LANE INSTALLATION MAILING ADDRESS, IF DDFERENr OROVILLE, BUTTE, CA 95966. CfTY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write'SAME') MAILING ADDRESS CITY COUNTY STATE LP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 00-1342 (530)538-7541 BaPIV PERMIT N TELEPHONE NUMBER a�ka- I 7zu" 10/04/00 "SIGNATURE OF LdCALA Y ICIAL DATE COUSIN GAR S DEALER NAME (if not a dealer sale, write 91265 DEALER LICENSE NO SKYLINE 2000 FAIRVIEW MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAhffJNUMBER D3-70-167-NA/B/C 66' X 39' ULU09868/9/70 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 027-350-169 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. ---------------------- BUILDING PERMIT NUMBER: 00-1392 Address or location of unit: 1915 COX LANE; OROVILLE, CA 95966 Legal Description of Real Property: A.P. #027-350-169 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: GARY & CHARLOTTE WARNER Owner's address: .147 WAYNE CHARLES RD., OROVILLE, CA,95966 ' INSIGNIA OR HUD-NUMBER: ULI509868/9/70 SERIAL NUMBER OR V.LN:: W-70-167-NA/B/G MANUFACTURER'S NAME: SKYLINE YEAR:.2000 OFFICIAL APPROVING INSTALLATION:, CCC. DATE: `10/4/00 PHONE: (530), 538-7541 H.C.D. 513C 4 LEGAL DESCRIPTION A.P. #027-350-169 All that certain real.property situate in the County of Butte, State of California, described as follows: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "VALENCIA TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 11, 193, IN BOOK 7 OF MAPS, AT PAGE(S) 58. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "VALENCIA TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 11, 1913, 1N BOOK 7 OF MAPS, AT PAGE(S) 58. 1 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2®05—��02641 Recorded Official Records Count yy Of sui-TE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:53PM 13 -Jan -2005 REC FEE 10.00 CONFORM 1.00 Kathy' Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY .. NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GARY WARNER AND CHARLOTTE JANE WARNER REAL PROPERTY OWNER/LESSOR 147 WAYNE CHARLES RD. MAILING ADDRESS OROVILLE BUTTE CA. 95966 CITY COUNTY STATE ZIP 1915 COX LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA. 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-2648 530 538-7541 BUILD ERMIT NO. TELEPHONE NMko . /,&L 0&/ t[UNAMRE OF LOCAL AGE ICIAL ErATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. DELAWARE WESTERN 1990 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER A/B173SC3178CA UNKNOWN HWC179388/89 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBERS) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-350-169 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. J C( ' ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: l LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "VALENCIA .TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 11, 1913, IN BOOK 7 OF MAPS, AT PAGE(S) 58. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 13 -Jan -2005 2005-0002641 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the -unit, described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GARY WARNER AND CHARLOTTE JANE WARNER REAL PROPERTYOWNER/LESSOR E- - - 147 WAYNE CHARLES,'D.�. ,- MAILING ADDRESS OROVIL'LE BUTTE" .CA._ 95966 CITY COUNTY _ - STATE - ZIP 1915 COX LN: - INSTALLATION MAICING'ADDRESS.'iFbIFF ERENT OROVILLE = BUTT_E``` CA. 95966 CITY COUNTY- - STATEZIP SAME _ .... _ . UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY....-, 7 COUNTY CENTER DRIVE ' MAILING ADDRESS _ OROVILLE BUTTE CA : k: 95.965 CITY COUNTY STATE ZIP 04-2648 530 538=7541-_= BUILD ER? T N0. TELEPHONE NUMB =- _ — .. L1014ATORE OF LOCAL AGEFOPFICIAL VAIL f NONE DEALER NAME (if not a dealer sale, write "NONE") - - NONE DEALER LICENSE NO. DELAWARE WESTERN 1990 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER A/B173SC3178CA UNKNOWN HWC179388/89 SERIAL NUMBER(S) LENGTH X WIDTH WSIGNIA/L.ASEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-350-169 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. ALL THAT CERTAIN REAL PROPERTY SITUATE. IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS .FOLLOWS: J LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "VALENCIA TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 11, 1913, IN , B..00K T OF MAPS, AT PAGE(S) 58. � 1 4 . '' , . BUILDING PERMIT NUMBER: 00-1694 Address or location of unit: 1221 ORCHARD WAY, CHICO, CA 95926 Legal Description -of Real Property: A. -P: #039-360-114 SEF, ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: HAZEL LACHENMEYER Owner's address: 1221 ORCHARD WAY, CHICO, CA 95926 INSIGNIA OR HUD NUMBER: HWC179388/9 SERIAL NUMBER OR V.I.N.: A/B173SC3178CA MANUFACTURER'S NAME: DELAWARE WESTERN HN YEAR: 1990 OFFICIAL APPROVING INSTALLATION: DATE: 08/03/00 PHONE: (530) 538-7541 H.C.D. 5130 9.Q Record at the Request of Mid Valley Title & Escrow Company Order No. V Escrow No. 154401 PE -3 Loan No. WHEN RECORDED MAIL TO: GARY WARNER CHARLOTTE JANE WARNER 147 Wayne Charles road OROVILLE, CA 95966 9600249601 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:00am 2 -Jul -96 1 Rec Fee 9.00 DOC 45.10 Check 54.10 MVTC FM ' 2 ornvcnw•c ,nv unc rvn ncwnvcnu we MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $4514 SAME AS ABOVE Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at time of sale. The unfier-sioned Grantor rinclares Signature of Declarant or Agent determining tax - Firm Name GRANT DEED AP.NO:027-350-169 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, RODNEY D. BALDERSON, an unmarried man hereby GRANT(S) to GARY WARNER and CHARLOTTE JANE WARNER, husband and wife, as Joint Tenants the real property in the UNINCORPORATED AREA ,State of California, described County of. BUTTE as SEE ATTACHED LEGAL DESCRIPTION Dated Ir me JR, 1996 STATE OF CALIFORNIA )ss. COUNTY OF BUTTE ) On JUNE 19 1996 bekxe me, PENNY C. ENGLAND , personalty appeared RODNEY p. BALDERSON*** personalty known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ha and official seal. Signature Ra`? C?�? . ::,`"':. ra =GLAND�D � � � � y�•r:3.E9y9 y NOTES RESIDENTIAL t t)L7-350-1 b9' '0 4-X48 PERMIT NO. � 'v\: ARNER,.GARY OX -LN, OROVILLE Cont: OWNER MFII-AG WORKER /Q�79/,V�_N/). �• THE HCD FORM 433A FOR THIS MH CANNOT BE `r RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: k (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW -MH'S). ` INSPECTOR TO VERIFY SERIAL &ELABELr#'S. I• SPECIAL CONDITIONS t� CHECKED BY -SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t t — OFFIC COPY . • :Address /) • GAs eter By Date ,.,ELECTRIC , ter/ DadZ�� J� r , JOB FINALED (Date) Signature 0 = Not OK . = NotReadyae1e MOBILE HOMES Date MOBRV_HOME UTILITIES (Plans) OK except #'s 8. oning Requirements -Setbacks -Easements 9. . Soils; Special MH Support Sketch ocation-Test- Fall -C/O-Concrete r; Location -Test -Easement Needed (Sketch) SeoOlElectricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 10. 7. Well Clearance & Disconnect 11. 8. Utility Clearance 12. Braced Wall Panels 1 t 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILEJAOME INSTALLATION (Plans) OK except #'s Light Niche L.ofq-ong Requirements -Setbacks -Easements oater Size -Spacing -Marriage Line MH Test -Demand -Valve -Connector lectricity; MH Test -Crossovers -Breakers -Clearances Drain; MH Test -Fall -Flex Connector e ; MH Test -Regulator -Connector and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 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 jPERMANENT END SYSTEM (ONLY) Line MH Test -Demand -Valve Fi6tv: MH Test R -Nater and Sewer Connected 8. Gas and Electricitv Taooed \' - 10. License Decals C 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 I 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 1 t 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s t 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 t 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval �. 10. Plumb.; Cir. Test -Water Supply Test ` 11. Light Niche 1 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 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 FINAL (Plans) OK except #'s 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 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Clearance Looked under Floor 0 Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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- Purl in -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 -Wal Is -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 0 Yes O No/Walks 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: C` 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042648 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perl'ury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/28/2004 APN• 027-350-169-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 1g1$COX LN ORO Date: Contractor: Map Index: Description: NEW MH NEW SITE p (AG WORKER) PERM OWNER -BUILDER DECLARATION I hereby affirm under penaltyally of of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 , A41n 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 Owner: WARNER GARY & CHARLOTTE JANE 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 1915 COX LN she is exempt therefrom and the basis for the alleged exemption. Any OROVILLE, CA violation of Section 7031.5 by any applicant for a permit subjects the 95966-9666 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, Applicant: WARNER GARY & CHARLOTTE JANE 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 1915 COX LN proving that he or she did not build or improve for the purpose of OROVILLE, CA sale.). 95966-9666 ❑ 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 Article3 t e Business and Pr fessions Code Contractor: Owner:4� Date: 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 License #: 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 Architect: insurance carrier and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 1296 S.F. issued, 1 shall not employ any person in any manner so as to Valuation: $84 240.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply withthoseprovisions. — Date: O Applicant: 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 41'4L�� 5 •C70 Cf q O� code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit hereby issued under the applicable provisions of the Butte County CodR anrUpr I hereby affirm that there is a construction lending agency for the Resolu 'on to do work indicat d above fpr which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)NL, • �l� "`'-- ' 2 & 04 Name: By. Date: q • Zg Address: PEOXPIRES ON: Date ❑ I 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 forth or document of Butte County: I hereby authorize represe�att, t, es of Butte County to enter upon tthe)above mentioned property for inspection purpos%. !� fes/ '/ Print Name: {� 0 P/ t a e a %%� e/ Signature: Date: �F—C-3 5 I Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 3TrF BUTTE COUNTY 0 0\� DEPARTMENT OF DEVELOPMENT SERVICES ° ° \ BUILDING PERMIT APPLICATION ° AND SUBMITTAL REQUIREMENTS 2 ` — - = ° 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 c0U Nay A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Name r 12 lFif§t NameU1 r Address Z� City v U 11-e Fax State Tipp Phone L Fax , . Ct.2 E-mail APPLICANT NAME CONTRACTOR Name City ` Address Z� City Fax State Zip Phone Fax E-mail Uc. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City ` Address Z� City Fax State Zip Phone Fax E-mail State License Number APPLICANT NAME Name ,/ Q - e Y Addres 5- LI f\ ` City ` State/I l Z� Phone31 (,�\ _ `7 Fax E-mail KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc PERMIT NO. BP o4zG4SJ BIN # LOCATION AP# D / — 35— _ Q t� Property Addre ty Cross Trfet cz�el- - WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation mustbe shown at the time of pennit issuance. LENDING AGENCY Name Address Descrip ion or Scope of ork: A:G w4o¢.w_4ar2 l lIi Sq. Footage ❑ 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. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS ReSmds 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: 8'-lj Amount: 511Q •90 Bldg q�SRA Receipt #: 412-4-0 is 3 hD. Sheriff 19.4,?-- SMIP I Date: 4. q - &4- Page 1 of 2 REV 6-16-04 , SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN IN% Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. , 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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 stamued and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. 0 5. 2 Engineered Tie Downs or Foundation plans. ❑ .6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. - 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS0dgApp1SubRgmts.d0c Page 2 of 2 REV 6_16-04 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: WA A � ~� t` � '� ASSESSOR PARCEL NUMBER Propoed Building Use: � t�(�� m.7� . ( r n t- 0 Counter Technician: r 4 Date: �' �� ' C%4- Building *1ems1required in order to apply for a permit. All boxes MUST be checked OR mar NA-in_oc p1X. 1. Site plar�Ar 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -h' ted and A/C for Non Residential B ildings. 8. Manufactured homes: gWata sheets and installation Inst; A' arriage line info,j DEFloor Plan, f , ie down o fnd plans, II in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (,Q) 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. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form �'' 15. Sanitation and site plan approval from the Environmental Health Department in ❑�C�ht ieo I�0 oville as applicable. -'"❑ 16. Other _ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................:.............................................. ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ' ❑ 19. Soils Report and/or Engineered Foundation required...,: ...................................... ........ ❑ 20. Erosion Control Plan Required................................`........................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit.................................:...................................... 23. California Department of Forestry plan approval Ela -id. Sent by: 1� 24. Planning approval (A) Use:dC(B)Parking: (C) Parcel Check: fi-X3 6 ❑„ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 41 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification &Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization .................................... .'............................ ❑ 33. Recorded copy of Agricultural Acknowledgment Statement............, :..................... ❑ 34. Manufactured home utility clearance..-........................................................... ❑ 35. Existing violations and/ r expired permits......................................................... ❑ 36. d Restriction.. ....................................... 1. . 37. rant Deed, M-H-Title/Statenrentfof1 acCs, ttehfroM 6egal-Gwner-❑!6hesk-to H C -D-$ ❑ 38. Other: ❑ 39. Other: ' When issued Telephone 15 34 G. u and hold for pickup. I have been informed of jhe above items and requirements for obtqlining a building permit. P Applicant: Date: 1. Index permit application for the above items num eyed: Plan Check]Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, on , was advised of the a ve at b phone, ❑ mail, ❑ counte by Date: Plans reviewed by: r Date: ' �'i �4 Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: I Yellow: Building Division x< E.H. USE ONLY Mat Wan.Attacha�- Fioca Wan Attachw Sant to O.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposa Water S ply: Public Private ell Clearance for dwelling. Other C9" Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 ate COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER �/y r2 wr Erg PROPROSED BUILDING USED �o re rt EQ 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 4-e— _ l _ 2. SCHOOL DISTRICT FEES OiQo%/'t e_t_E 47G 4 (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ 1 X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. �� ]� 3510 • 1,6 -7 DATE' RECEIPT # DATE REC. --174-oG 4:7- ey - 04— A124 -C6 -� .rt • o4. - (paid at Building Division) Residential (per unit)..... X = $ # Units . Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE IBM (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. 4-124.06 -01 • moi .04 - Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 'S'") 04- 4o At 4 -- At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durin the Ian checking process. APPLICANT DATE 9 -' D Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) SITE PLAN REVIEW APPLICATION Date: f4_3 l o q AP# a27 3 no —t (o Permit Number (if applicable) APPLICANT INFORMATION Owners Name• Parcel Size: %d Gtfit-e.5 - /. % „ ., r Owners Address: Telephone No.. Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ® Mobile Home — C, 6,L) L%" F1 Residential AccessiSry ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel R ❑ Industrial Remodel . r ❑ Well , . DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Ift Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 14 Site Plan Stamped Approved" ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ `Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if.verified,proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: �. • Flood Panel No.: (QOp Z C -O,? 1766 Index Date: Z qg ❑ Sacramento River Reclamation District (Approval must be obtained'from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit Agricultuild _Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front '01 Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees:' Standard Fees _ Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ° ❑ Roads ❑ Sheriff ❑ Drainage - ❑ 'NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) # Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Copty Standards for Deed Cereation:❑ No F] Yes Comments: i Q,, ell 1%ru,�,� hJi71- -- A 12 . iv� M s /1.,, ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel "❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment . ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Enviro=ental•Health Department requirements - -----------------------------------------------------------------------=----------------------------------------------------- • 4 11-7- 3-7 a Subdivision Map/Parcel Map: Map Date of Recording: Lot: -/ ❑ Use Permit/Minor Use Permit Permit Number: Cit Ca - .. MO V2. 5- 9, Book: - Page: 59 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to -and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. ,Approved dust control measures are found in the fugitive dust control plan for the'site approved by the Butte' County Air Quality Management District, a`copy of which can,be obtained from the "Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required ❑ Class A roofs are required ❑ Property owners responsible for roa F Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAI.arrys�Building Permit Site Plan Reviewl.doc BUILDING DIVISION COUNTY OF1BUTTE - DEPARTMENTS OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 3� Agricultural building is defined as follows: Agricultural building is a structure designed and co st cted 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.� _ V ZONING OWNER , PHONE NO. a -r - -e o - OWNER'SADDR 19 « �0 / LOCATION OF BUILDING �j ri q USE OF BUILDING ^ SIZE OF STRUCTURE C2t:T' X - SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE -} ,4J L' cwt ESTIMATED COST OF CONSTRUCTION $ 0 1 o00 -- 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. 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 to comply with the requirements in effect at that time and before occupancy. "n / Date ` �_ 1 _ Signature of Owner Permit Fee -46M I r C The above described AG Building is exem Receipt No. Manager ' Buildin� BU White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant ision from a building permit. Date -^ -6 Building Permit Number: 0 4- 2 (pq-$ Owner Name: Vjar-ner Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.Q., 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED. BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, =' H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certifccate will also,be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located'on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. �t . Page 2of 2 r Building Permit Number: Oaf - 2(0 � Owner Name: e� .Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 1,3r) feet from the side and _?b feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. y WC4-y-rlelr- roCid 959�� /990 S1-1tj-er-o-rC,5� I-4- VvL 3 n d- W L a 1. Owner's Name: hd f 16Z .2 t )Q COE r 2. Assessor's Parcel Number: i D. 3. Installer's Name: y- Ci% ay-/DV:�-) (,(Wo rn-e r 4. Is the site currently under permit? Yes[ ] No[ J 'Permit No. t 5.. Is the site an existing site? Yes[ ] No[ ) (If yes, furnish two plot plans). 6. What is the electrical rating of the-mobdehome? Zo Amperes. 7. What is.the mobilehome site circuit breaker rating? /190 Amperes. 8. What is the electrical rating of the mobilehome ~site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ) If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] Nop(] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[>() None[ ) 12. Size of gas pipe at the mobilehome I site from -the meter or tank: inches. 13. What is the gas pipe length from'the meter or tank to the mobilehome?.15(ft.). 14. What is themobilehome gas demand? B.T.U.* . ,� *(This informationsis not required if the pipe length is less ' than '6r`feet on natural gas or less than 50 feet on propane).. µ ' THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION • El.l=CTRgCAl.,:ECHAN1C,A! , AN D3� UCD ) Go.MS'1 sUC� ION! 0107 Fi Slik�.LCO%fdPl.`! ��'1i1� ClEl`S7�l'fi ' OF Pyr. Cl*C p.\,l� ,. May 1995 8.5 Mobilehome Manufacturer: ,-)1 I U C'UMG1 Manutacture Year: If other than single wide, furnish Setup Model Number: � b 1173 X 31 r] U, "1 Width:2 Z(ft.) Length:-//9(ft.) Tagalong or Expando Size ' (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[y4] Other: SUPPORTS: Concrete block[] Other: n e 1j1R Co yr �u n oC/oh cJ5 ferr/ Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 e 1 Line 2 Line 2 ................................................................................................ Main Beams Line 2 Line 1 Lime 3 Line 2 ................................................................................................ Main Beans Line 2 Line 1 a ................................................. ine 5 Tag or Triple ine 4 ine 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: I` From ends -maximum: ` Line 1 Openings ef Size minimum: �9] x 130 ]. Each side of openings with width over: ' ` Line 2 Piers: Line 4 Piers: Size minimum:[ Zi x [b ]. Size minimum: [ ] x [ ]. Spacing maxSpacing maximum: ` From ends -maximum] From ends -maximum: ` Line 3 Roof Loads: 3�o X ��o at ate- 61nAA-,,� Size minimum .Z i 5- Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): May 1995 �gn li s8d 8.4 Zan el L'*60, I(e 9"�4 6 ol- _ �6 i�o 3 z A4* Dz :moo— ltlo �(0 C'On��rma—�ictrl a, b 0-4r,Z C.®r reek - l n s h r -fo �►-' t cp -00 S — TT I � i 9 M tv M r lug I v v I� s UTTE.: C.,®ury BUIL)INGs .PARTi I �b Q C RP202� 5 A t " 0E.0 4 � • 7 "� -- 24-0 4- 007 AA �t t 44V US TYP. 4-W ADJUSTING NUTS TYP. )4' x J' PIN OR )4" GR. 5 MACHINE BOLT & NUT w na. •n � � � N `4e Wv THREADED NC. /PPE-SCH EkmNsim n =� o � • N • tevo•7 3/4 7D. tvxorytm! amtlos 3/4' • ••,1 • • Tt a sq � • o � m . 4Jlls'R �3 7JE: 191.'/x94' BAR STOCK altP14, Yt THREADED ROD (2 REQUIRED) NT MANUFAMMED ROMSIMOI A80M. FOl1NUAMN STSM OSSALTS AND "F.. COD$ sscrm 1.59 AFRovim suBn=TO cmaEc'fwm Now AFMOVAL D= VW AUM==OR AFMOM ANY CMIUM s Ox DBMTTM Famt.II*rnFalkM or APRWASLB SEATS LAWS AND. suedosror. Dnm S.rY.I•� �O �•�•� (doom -4 Rv,it{im BEAM RESTRAINT -CLAMP RFC- CHANNEL JOIST L 91.'I (2 RO-D) C- CHANNEL JOIST 91e'I (2 REQ'D) 91.'I (2 REO'D) 7•'I.J' BAR STOCK _ PAD WITH 2'0 STEEL PIPE �• MB TTP AIT BEAM RESTRAINT—CLAMP �• "�''xs' � T STEEL��'' :S STAND x7s SCH. e0 p 2'/STEEL PIPE 10 BEAM RESTRAINT BASE R ASSEMBLY PLATE -SEE DETAIL * SUPPORT 3j x5 f4s" ROD WELDED TO GRIQDER a • • • • THREADED ROD. GRIPPER BASE PLATE o r c Y•' FILLET WELD )S• FILL BELOW OR • • •- BELOW OR PLUG PLUG WELD ABOVE )i' HOLE R ' 9(.'OCENTERED WELD ABOVE M LDCKING ; 1 x24 A PLATE' �.M� P,'O • • • BASE PLATE PIN TYP. Y�" WELO 1n SEMI / PLATE EL 4A#*0 fii x01i db' PL RESiTWNT PLATE. OF CAU�� N FORMED TO 'U' BOTH SIDES : r jSF RP20�a=g PAD • 2'0.0. SCH Ys' FILLET. BOTH SIDES a f/•' (SEE NOTE 15) 40 PIPE w • •ific �� WITH Yi, HOLEoPTA •K- tssD ad *mm e w VI&S" l7! >r • a 9; O.D. PLATO GR.S MB TYP. • • BRACE CAM CONNE ,aoa wrmr cA.l591 wx 116�tit1� o o SCH. BO PIPE INTO CAST -IN-PLACE TD ANY HOLE AT C C. FERROL INSERTS • �'E e o o • ~ I /7e7e cam an Leath .0.0 ® IV soma"N' cOj7wm •.•.1 o • • • 1-(5101 677 -mho IAF: 1-(0.70) 077 -mL RP 2020 PA WITH RP 2000 SERIES S7AtND .1QlUN mw REV13DESIGN LISTED AND TESTED 9Y BSK & ASSOCIATES r•ALtfl o DAxxD+ t aD rtta�� WAYNE T. POLVADO. PE — LISTING NO. F0160105J 7 e o7 omlm-o! .77 # /). 14 0Z 1 -j-50 /69-0 0 0 .a Ia1eDc arN ID�4 b Y9I o6'DsIA>IE To SMW MVV 4. StO9 LOAD As R£OLOW V t D Mv. tra mm-- Sm m 6 OES101aP m E wla7Rucf1D ON AN AcalvSrwmr UM SIM S GIeM ALL MM m ,sN, IAID57UMM 01 I�'�S CM ION 1000 p1 Auo pla t+essul6 A1� �q i&vcrww NOW ��[K LWA,1,,FDyn-��,AANfo� aw Sf�'A fDR i!E IGC! AS 910tH M TF M00E > ��DIfJf�o al�oRJml91:mw " aw r sAeruRID No H IM TO a sm crilM1 TRIIa6t �� A�.rnr�AtO� .� a�+tsTN mei AS= 9�s Q% CMPURU ► AVM m of gf.9lD N OIAMNL /� cm .ALL m'Gm W.aMt: SOON MAVW m f1E A99 N016 5716 W 7i12II m E 0 DPW mmff RIM SOL 2APM OOL aTN[ onao � 0w YO DLL�lm �ID or Ma As3000FS /M M IotD11Mo L 'Usso AW Mo srIllMmS AarE XAMHUD� � AAMof sF O 9W1 KOM=Qi seDoB�r DCMNTMM p�MmOAtm II IAO'aIM 6 XMj whom- To N. RFZitSf ¢IDAc mom M Y6TALLM mm IHR A! Aaa+oEFD t7E tNA�[a or ILM ARE tl.��a9pTIC �TI CO AEEMO 7!E /IKaIkN1 MO 16W1ARaM 1a1a1 taw DIrr00I 91"" LOiRL' ON IYIo� ar 1100RIOI $ U�NI�S)A. SI Mm 01' 7[ . (N00P AiRJI 'J0. a LOW w wHN to m WIW 4n;& aos4qwvo IW siw/oo� a°7t 131313+ ep1pR7E w7Ea1L CMMM or SAND AMMMfE MAD t1 �Ei MmFpmil mm AND R0Fiww WIN CONINIDIr a0141 am SfM1a8 00NEIEir IWH FILNO "M Y6T MSE 71E FULOOM MMN � 'a MNENfM y000.7°°�I+� 70M WADM Ism I Irrr Yat' a711i1' itNf itE W19Af1LsSmog la TME fiMry N'� � o ->N Sill 7. PROC7EDI� ..s es�e.vr0 Ok7bY.s N llE DOL91TM11DN5 IN sow sworn tPAAMAM t NAM . aMXDW WWOM a41N AMMAm- ICAF,IL�.�,aL � ASTY D-543 EM �Am jw �E r/t cam -M Ilm"o 16m� MD AND RR AiF1mNa11F a 0 �i �eR lW >✓�Rave��C �-� 12gu�P°rk 5�5-��. VARIES — 30'-77' SEE TABLE E S S S E RECO ..r.IDrn of enl FnR i 6 SUPPORTS c -ray / Y W+I S . a, ift wr YA)RMAL70RM � POUR""= r1Ti91 11MMJNARDMMTC0M=== &M APIROVISID AMaaWAL Dos 71or AMMMI as AnIRIM AW DaDamm c a affmnm Fwm tapuoumaos7f or AffUCAOa NTAfl11AMAMMMA 0 alrtotltrW RA nYAr•A�wY DESIGN T POLVADO PTE -LISTINGS NO 016010535 izOf C0 Padflc Consulting Engineers um am kfu m M 916.56!600! Sma1eM CL e6ma Ac 916r'ss6M PLACON INC. ro Baer lee aura CAM PAR fltgf ROAD 91tJaDAN. OAllYOAMIA del fol e75-2Deo FAX, 1-(&") e3J-200 ADIaANn7s�sT>sf Y►r roDNMf1oN ICAL PSlOIANSNr lDt1NDAt10N ➢tU/9 tact a IRr e I 1370102-01 a VARIES — 30'-77' SEE TABLE la or S E lam E S 10' M. i to, !' to Sr e is, i 4rmm ❑ el' m. a tY .' m a' ID 1Y a a afmm nmol' a tY o'mar 10 14' m M 4 O 'W m 44' a w• m C] a• aro' to 0 O O iw .w to «• a a'mr.2 Aw r to r to a' m To to x' oil mm'to * 51!' mei' 12 ❑ n ar re' m 7Y Is r it to ao• ti er m r to RECOMMENDED MMENDED PLAN FOR 12 SUPPORTS ' tar' r m rr M VARIES — 30'-77' SEE TABLE E S S S E RECO ..r.IDrn of enl FnR i 6 SUPPORTS c -ray / Y W+I S . a, ift wr YA)RMAL70RM � POUR""= r1Ti91 11MMJNARDMMTC0M=== &M APIROVISID AMaaWAL Dos 71or AMMMI as AnIRIM AW DaDamm c a affmnm Fwm tapuoumaos7f or AffUCAOa NTAfl11AMAMMMA 0 alrtotltrW RA nYAr•A�wY DESIGN T POLVADO PTE -LISTINGS NO 016010535 izOf C0 Padflc Consulting Engineers um am kfu m M 916.56!600! Sma1eM CL e6ma Ac 916r'ss6M PLACON INC. ro Baer lee aura CAM PAR fltgf ROAD 91tJaDAN. OAllYOAMIA del fol e75-2Deo FAX, 1-(&") e3J-200 ADIaANn7s�sT>sf Y►r roDNMf1oN ICAL PSlOIANSNr lDt1NDAt10N ➢tU/9 tact a IRr e I 1370102-01 a CDF FIRE SAFE REQUIREMENTS 027-350-169 BP -04-2648 Warner AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet .and additional surface width of 4 feet shall be added.to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. 1XI 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800.feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates Pq 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. CDF FIRE SAFE REQUIREMENTS 027-350-169 AP# Fuel Modification 127,6.01 [X] [X] 1276.02 BP -04-2648 Wamer PERMIT # NAME Setback for. Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be'completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: + - Metal or no doors on side toward property line with insufficient setback Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 09/15/2004 Darren Read Date Signature i 2 AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the. following carefully before signing: Section 24-305.020 Agriculture Employer/Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches; including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited. to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the.named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be requested as proof of emplo ment status. Signed:_ n tom. AAIIS )lty\�D i Dated: =�. — AGRICULTURAL AFFIDAVIT EMPLOYEE ` Employee (YYI - . O L -Ir. 14 Phone Employee's Address Name of Property Owner Property Owner's Address Owner's Assessor's Parcel Number 00� — &J cel Size Ac. do declare, subject to the penalty of perjury, that I amthe employee of =.Q L E h e y' address (present) and that I will be employee under Section 24-305.020 for at least thirty-two (32) hours per ) to g) week for at least sixteen (16) weeks per year on AP# cl-7 —t3 3-0 - / _ n n 0 Environmental Health Approval: Permit Description and Number Datelssued Dated: 9,-- y - o f Planning Approval: Date (� 0 zone Dwelling on AP# Oa 35-0-1(o7 By Crop/Commodity Produced AGRICULTURAL AFFIDAVIT EMPLOYER Employer l Phone _ Employer's Address `. �O Ln CD M U Ue e4 rt' Name of Property Owner asm L , c4- C --Ra r/� Property Owner's Address Owner's Assessor's Parcel Number Parcel Size-, �, f Ac. lea Y, Y1 , do declare, subject to the penalty of perjury, that I am the employer of address (present) - L and that I will be employer under Section 24-305.020 for at least thirty-two (32) hours per (a) to, (g) week for at least sixteen (16) weeks per year on AP# nZ r — 35O _.. % „ g -� Q Signed: U Dated: �- 0q *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued_ 3�J Planning Approval: Date 8 [ Q V zone A By-fiAQ,t - R(. C V Crop/Commodity Produced Dwelling on AP# ral IV X rl I m 0 lot 9 MINE& W� f ®l . C9 �. 0 Qltoet 20 IA ev leo 0 9()V OTI `-�- 0 MINE& aravl(lC /990 �i lverC.res� ��ciu„�'ar�o�''e. �-�- vuL n d-- )4 W L '153 99 RUG -12-2004 15:19 From:G & C.SERVICE 5346655 To:530 538 7785 rlo* ®rot (I -C, Iq 02-7--3,50-1(o9# W Z 7 '73 /�q p a. r /X� =k; 9' Y7x� �® Q F Jrf ✓. rP %F BILL OF SALE We Randy and Carol Legg are selling a 1990 Silvercrest Modular Home HWL #179388 and HWL #179389 with the extras being carport, awnings, A/C unit, alarm system, front porch and backstairs, Replica Foundation System and skirting, all inside appliances except for the refrigerator and washer/dryer to Gary and Charlotte Warner for $30,000.00 in as is condition. Signed Sign Sign Signed Date v2� o Date t22fi5y Date BUTTE COUNTY DEVELOPMENT SERVICES �. COMPLAINT FORM This information is not available to the -public!!!!!!►- ` DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR: The following information is required for Housing Complaints and the j Complainant MUST BE the person living at the complaint address! Complainant: _ Address: Phone Number: The above information is not available to the public!!!!!!! rz, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 r y 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE nZ7- �So i�� OWNER r RE-RENO. 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. _ / /-w L y Butte Communiry Bank August 18, 2004 Randy and Carol Legg 122]Orchard Way Chico, CA 95928 Re., Lava l- #4&ff 752112 7 Dear Mr and Mrs Legg, We have now released the interest on your mobile home at the property of 1221 Orchard Way in Chico. The Substitution Of Trustee And Full Reconveyance has been sent to the Butte County Clerk Recorder's office to release Butte Community Bank's lien on the property. Enclosed are the copies that we have sent to them. I know that time is of the essence in this situation, so please feel free to call Chandra Fournier or myself at 899-7100 Ext. 3053. Sincerely, v Vicky Matulich Note Department 1390 Ridgewood Drive, Chico, CA 95973 TEL 530-899-7100 FAX 530-893-3069 Department •of Public C o u n t y o f B u t t J. Michael Crump, Director a Work's LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)_5i8-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II' Construction Storm Water Permit and .Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 A. CREI U Project Description: l� 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. I am aware that submitting false and/or inaccurate information or failure to apply fora 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 provided by law. Signed: Title: Date: • r Less than I Acre 14PDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 0 F School -District A.P. Number Property Owner "I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. (One form per Building) <f7)1z/ Cay 1 L L- E- 1 G I -G Building Department No. �7"7•��a I LJ1 Jurisdiction: City County Property Location/Address c _.� x �— ^� L E- /•2 M b Subdivision Lot No. Residential Development Q No of Living Mobile Home Units Installation Commercial/Industrial Q Q New Addition ......... ..... � __.......................... �.................... Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # f *(No foundation Inspection) s 1 ...........................».........................................................._......._ .i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date District Identification, No. C)r 1_ ,\ arr\9 r��i%)�� nl OY�. �cj r\ . School District certifies that (W ' (Applicant) (Street APci, dress) (Phone Number) L -r- Ir0 (City) (State) (Zip Code) �^� has complied with the requirements of Resolution No. 1 C)S—� //� D by payment of $ V3. oy representing l (9 square feet. NAB 2926 $ HFULL MmIGATiON = X60%vy , School DistrictlRepresentatiFe Date 1 Paid by Check # Remarks: c Notion: You may protest the Imposition of the fess Identified above by submitting a written protest to the District. In compliance with Govwn..m Code Secd6 r 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest will prohibit you from challenging #w imposition of the fees in arty court acUon. K, subsequent to the School Distrkt Representative signing this Bufts County Schools Impact Fee CerUftdlon Form, the School District Is nod led by the applicable Local Planning Agency that this project Is being mvlavnd under the California Environmental Quality Act (CEQ4 Vile project may be subject to additional school fess to fully ts.its Impact on fit school district`s schools. .,.� White (applicant), Yellow (building department), Pink (school district) feeform.xla 110/031 lmm r. I 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 far construction of the proposed property improvement : YES E NO ❑ *2. I HAVE HAVE NOT E3 signed an application for a building permit for the proposed work - I have contracted with the following person (firm) to provide the proposed construction: NAMM ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the 'following person to coordinate, supervise, and provide the major work NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. the work indicate& - NAME ADDRESS PHONE SIGNED: x PROPERTYOWNER: 's ANN. -f i art► .tn ;.r: . NOTA: This Owner -Builder Very1cation is required by Section 19831 and 19532 of the California Health and Safefy Code. Mis ueri)ication must be completed and returned to our office before we are permiffed to issue the vermit: OWNER BUILDER INFOR .aAT.I©N Dear Property Owner: An aPPEcaflon for ag pennk has been sabmiffedinyonm,� sp g youmeIf as Sae builder of property For YgnrPrOteC ion, You should be aware dint as "owner -builder" you are the, reqxmcbje, per, ofrecord on such a Pew Building perms ate not required to be signed by property owners unless trey are personaljy perfa own work. If your work is being pmfmmed by someone other t yourseh; you may prmiag their liabiUy if that person applies far the Proper Permit is his or her namero d yourself from possible cOntractOlicense from mare by law to be licensed and boy ornded by the State of Califal and to have a business apply They are also =x1rad bylaw to put theirlicense number on all pmm for which trey ifYan play to do your own wow with the exception Ofvarious trades that you plan to be aware of the following fiLS=ahon for your benefit and prainn: t= you should a If yon employ or othmwbe cupp myP__Ww Other te than YOurkmmediate , and the work (mclnding mafeaials and other costs) is $300 or more fmthe entire Proj� conf, then You may be as employer; and such peasons are not licensed as ca�ctars raor svbs, ♦ if you are an employer, you nmstMOster with. the State and Federal Go subject to several obiig boas mclndmg state and {ems vhoWMg.s as as employer and you are waw "aP ice• AMY is u� costs�e tax w> oldnz� mal social secmiW Tie may be financial risme far uneaaPloyMMt co®pensatioa coons, my with respect to wow's compensation,wmm=eout these obligations, and dense risl3 are especially serious ♦ Formore specific bl=dcm abazrt)vur obiigaS= uader Federal Law, ifyon wish, the U.S. Small Business es 1 'ev. S.,,. (anti, State Law, contact the D For more spemhfic m.�oa about your obligations under Department Of Paymenfs and the Division of k&stdd A i&m&, If the structm a is intended for sale, prop' OM= who are not licensed con ftm r rs are aIIawed to pea%rxa their personallywork thefr °� eOPmYees, whhm t a licensed cM&Actor or sub=ntactor, only order Knifed A frequent practice of mmlicensed persons prong to be Mgadon is to se = an Pew ea aneoRhsly �13'mg that She "owner buhIdea., building perms are nit to be � ow= is providing his or her own labor and matsrial Personally. Bmldiag mon about "=WtY o WWrWtM =w be- Obtahied by they an P�g S:ea own work peasoaaiiy. amity or at 1020 N Street; Sacaam=t, C& 95814. Statt License Bow in porn Please oomplele the "Owner Bu7der YedScaboe on the reverse side of this farm so hint we can confirm tbat are aware of Siese matters. The building p� wall not be issued umil the verification is Mftme, , You OT T7ut Owner-Bufldm- rnfommgo t is requfred yy Se oa 1383D offie f Ca!,forafaSed & and Safety Code ^« January15, 2003 Gary and Charlotte J. Warner 1915 Cox Ln. Oroville, CA. 95966 RE: Building Code Violation Location: 1915 Cox Ln., Oroville, CA. AP # 027-350-169 Dear Gary and Charlotte J. Warner: ffutte Co L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above= referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the construction of a patio cover. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work.must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, ��--- Scott Rutherford Chief Building Inspector SR: kj cc: Assessor t i' . i f 1 ^ r • • r 1. . t i' . i f t .' BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number: Other Comments: Inspector must draw a plot plan with all building locations: C Additional Commenti from Inspector: 2 z COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES` 411 Main Street • Chico, CA • (580).80-`2'751'4=` 7 County Center Drive.A•Oroville, CA • (530) 538-7541 = y --,CORRECTION NOTICE' :£ OWNER f PERMIT NO: X4routine inspection indicates that the. following violations of butte county Ordinances exist at the rw 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,.orneed additional explanation, ' please contact this office immediately. OQL— e Tum �J�- e :r —14 CD4. t.�T/'-ALT ��r L� (x � � �/-� � •� � //� %fid-�/�` " �� C. I M I Y l F vim` Datelnspector REV 1o/92xT _ . -' LA - ND DEVELOPMENT SHEET, � ENCLOSED ` 027-35-0-169 00-139 W R, GARY' fl� - z COX L' ROVILLE , O I s ' CO R: CREST ENTERPRISE PERM FND 027-35-0-169 AG-107 s ' GARY & CHARLOTTE, WARNER 1915 COX LANE,.OROVILLE AGRICULTURAL EXEMPT PERMIT `ANIMAL &+FEED STG 027-35-0-169 0 139 ' , 9 Al�l Od • • . - - WARNER, GARYj/7Ft/ / - M •_ COX -LANE, OROVILLE r CONTR: SKYCREST ENTERPRISE_ ' - GARAGE - ATTACHED GARAGE - COUNTY OR BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BPILDING DIVISION a 7 County Center Drrva m- Orovills, Ca.Fhornia 95985 & Telephone P0) 536-154 - PERMAT o. %1uss� APP L[ GATI bN AND PERMITb3, � r 3S0 -- BUILDI14G R.MIT wnm C% So. F f. 0= SSUELD240 VALUATION SZO R. a Rum vzommfp :gym O L MEN OR= DmrN 'V'A L.C-IJ L/ -P Y' arra A I mmv==%w*m 5F U Duplex D ldbb0oholms -,_i"J8 USEOFS-IRUCTWM Xl-cller -lop �c7 : 34 (3 6) 9 Y% Fimg Fee 20.DD T- �• � 7.0D V% 23.DD *?5%li 1 S.DD j FEE ?.lD $ q SM 15.00 i is sewer 1 S.DD s w C�zo.00 PmWT Fm S cc\ �I�RMY11 1 �-�i►iii � Gd $ I maln► cmm t��s 29.00 r CLOD TOaulKmZVI" 0 Pemdt Fm Pian Che--Icig Fee PLdJma mm •PERMT Fimg Fee 20.DD Ea.► Trap 7.0D Sofsr or hest water hesfer 23.DD _ wabr PSbg 1 S.DD Sgm� wahr hadw or vent 1 S.DD g= Q= ' I - S au8ets 15.00 i is sewer 1 S.DD s w C�zo.00 PmWT Fm S EMCMICAL PERW I Fmg Fee 20.D0 maln► cmm t��s 29.00 Mart) Se�1ir: a mom tD uow CLOD MUM em�a.rsm ��T @TSD �rOUM w"PARCM sswmx Cm"LayCm : •O Duna D8 mourn em EL o m � °AFa uo Tern Sw** 29.00 Nbble Home Faci'i6i es 20.Do M ir{r Z9.Do I PERUn F=— S RECKAADCAL PERMIT Ffmg Fee 20. DD HesSmg . C�iut H=d 6.50 P�ZNu F S Mable Hme hmhns5on Fee Energy hrsp=bn Fee �:FE rcE S0 I =F I RVAEL J^FffCtiTL� I I I IV I I IV• IT I— This pw7a is hereby issued under lho apps=ble prov'c ns of the Buba County Code andlar Flm=wfnns b do work mdkal-ed above for whiff fees hsve been pari. By Date Re ptNa ' PERNUT EXPIRES ON w►a:e.e.n.e .o.n r_�.utiR_�SS35�F enre.n�SP:CTOA vo•�-�1Ro0.kPPLt^�ANT ,mow, 03 C00 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: n ASSESSOR PARCEL NUMB Proposed Building Use: Counter Technician Date: / Itemrequired in o der to apply for a permit. All boxes MUST be checked OR marked NA in o der t apply. Q,'01". Plot plans, 3 or 4 sets, signedk the preparer of the plans. Pomplete plans, 3 or 4 sets, signed by the preparer of the plans. 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All 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. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings....................................................... 11. Detached Accessory Building Form tilled out by the owner ..................................... 0 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followini items.) 0 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... TStatement of Intent for Non -heated and A/C Buildings ................................. H116. Sanitation and plot plan approval from the Environmental Health Department in OBJ 1 ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (3k (B)Parking: (C) Parcel Check: -r�— ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephoneand hold for pickup. I have been info !7d of the above items and requirements for obtaining a building permit. 6 _ Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer ne was advised cf the above data by phone, ❑ mail, ❑ counter, by Date: y—/D ,9 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: g F? Date: -N—/0-0-5 Plans approved by: Date: - Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building Is approved for occupancy. Plans must be available o_n the Job site. A.P. No 027-350-169 03-0800 WARNER, GARY Owner. 1915 COX -LN, PALERMO Contras PATIO COVER -FRONT & BACK Permit I _ PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR Piers Conduit Pre-Gunite Underfloor Mechanical Underfloor Frarriin Slab Rough Mechanical Framing Shower Pan .................._.... IJo ... ................... Insulation . Fireplace Footings Fireplace Throat Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final Revised 7/94 NOTES RESIDENTIAL PERMIT NO. 2_027-350-'169 03 0800 ..�`""'-"rte. _ ..�.,r,.. WARNER, GARY .1915 COX LN, PALERMO PATIO COVER -FRONT & BACK , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 12. 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 ft 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. 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 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 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 FRAMING (Continued) Date Card B-1 Date Card B-1 Date 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 57. Siding -Nailing Veneer 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 60. Shear Walls; Nailing -Bolts 23. Fire Sprinkler; Test 62. Insulation -Walls -Ceilings Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 67. Bedroom Exiting 26. Size Boxes & No. of Conductors Stapled 68. G.F.I. & Bath Fixtures & Tub Access -Spa 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 71. Fireplace or Stove, Clearance -Hearth 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 74. Elec. Outlets & Receptacles at Kit. Counter 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 80. Insulation -Foam -Looked in Attic 35. Smoke Detector 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Date Card B-1 Date Card B-1 Date 84. Stucco Brown -Finish Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 89. Ventilation Throughout House 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 92. Gas Test -Meters Tagged, Gas -Electric 40. Attic Access & Platform if Furnace in Attic Date 94. Energy Compliance Certificate -Other Certificates 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 Card B-1 Date Card B-1 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 O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O 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: 7 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 h3 -O-Fan ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee •� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LAT 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: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LE 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 aw 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. I am exempt under Sec. Business and Professions Code for this reason Main Service WA TO LISA 46.00 NEW CONST. DWELLING OCCUP, OR a"� ( & AAOCouBUDS. 3,5QSO. Fr. NGNREsT. ID. 97.50 OWEPPARATUS a PswGLER AOtmET CR. Ex. Occup. OUTLET OR FIXTURES @'.50 BA0 .00 Ex. Occup. DuT�is AE�slo E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Policy Number (The above sections need not be completed 0 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 h comply ith ose pro isio S. Date �� 3 Oofure Applica❑ Own r Contractor ❑ Agent An OSHA permit is rered for excavations over 60" deep and demolition or construction of structures over 3 11ries in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAz. D FEEs IMP I FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date pate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �. COUNTY OF BUTTE - DEPARTMENT.1, -DEVtLOPMENT SERVICES - BUILDING DIVISION Lo 7 County Center Drive Oroville, California 95965 • Telephone�530) 538-7541 PERMIT NO. (Re,.,1.2/96) APPLICATION AND PERMIT T .- ASSESSOR PARCEL NUMBER ZONING - BUILDINGPERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00' Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE 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.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors LicenseEx. w for the following reason: XN I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) t 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 o ith comply ith ose _ 3 C X Date 7t/~4,3 Si a ature ofApplica - ❑ Own r ❑ Contractor ❑ Agent An OSHA permit is re, yired for excavations over 60" deep and demolition or construction of structures over 3 sfories in height. Main Service 200A TO ,000A 46.00 NEW CONST. DY; lLING OCCUR SO OR ADONS. a ACC. S.3.5QFT. =REOSIOT' MULTI. OUTLETITS 97.50 a OUTLET COWER APPARATUS IR. Ex. Occu OUTLET OR FDCTURES 20 (P'•0° BAL o .w Occup. DUT g RM.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ 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 $ HAZ I D. FEES IMP FLOOD CDF PARCEL PO , 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. By Date PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION `- 7 County Center Drive • Oroville, California 95965 • Telephone.,(530) 538-7541 PERMIT NO. (Rev'.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZON1NO BUILDING PERMIT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 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 ELECTRICAL PERMIT Fling Fee 20.00 600OR UES Main Service 2o0A 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 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: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ' ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) XI 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 work rs' compensation provisions of section 3700 of the Labor Code, I shall orthwith comply ith tAose provisions. � Tlywv �`� i � /// Date �0�� L ,,Signature of Applicantt❑ Ownk-11 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 I000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( & ACC. BLDS. 3.SQFT: T. N"ONEW RESID. MU LTI.OUTLET 97,50 R A 8 SINGOUTLET CIR. POWELEPPARATUS ourLETORFocruREs 20 '•0° Ex. Occup.BAL .so Ex. Occup. o LmEErs AaID.°ERA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 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 $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROO-APPLICANT 1 Y _ COUNTY `OF BUTTE - DEPARTMENT OF D.EV�LORMENT SERVICES - BUILDING DIVISION +� �• ' "'=� 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev,12/96) APPLICATION AND PERMIT n -Al - ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee $ Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main Service za..OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: T 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 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BUDS. 3.5, S¢FTO NEW CONST. MULTI.OUTLET NDN-REsID. @7.50 POWER APPARATUS b SINGLE OUT. CIR. Ex. OCCU OUTLET OR FIXTURES SAL @ �:w Ex. Occup. DFIx DsRa DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 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 j 3700 of the Labor Code, for the performance of work for which this permit is issued. 1 My workers' compensation insurance carrier and policy number are: Carrier I PolicyNumberMobile (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation, provisions of section 3700 of the Labor Code, I shall forthwith comply with thse provisions. y//7 {?�hr�w �`._of X(/ / f l/ A// ,1-1 Date . / Signature of Applicant -A❑ Owner ' ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HA2. I D. FEES IMP I FLOOD CDF p.RCEI pp HD ISSUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Da te Receipt No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT y 5 Ill �a liz 9 t B , ook, f AS IV -e- 4-- -5 ;,?,ze 'o =e--- �S ery M Nip 145; dip Ill AA, I • 1; i r M� �y h � L .j :y I_= �t r_ 1� In loi— . 1 LL C4 0 - : - ' ' �� c►O� !,bad 'raat3� �--' V CqQ awYd QV4NA 6�C� -- o • p In loi— . 1 LL C4 0 - : - ' ' �� c►O� !,bad 'raat3� �--' V CqQ awYd QV4NA 6�C� PLANNING DIVISION. BUILDING PLAN APPROVAL X, Date: `3-2.8— ®3 Use:— - Parking: Landscaping:_._ Other- z I)i X 8 f7 vl 4 a � I)i X s IS 4-, N F -I E.k. USE ONiY Piot Pian Attechad \ Roos Ron Att8chod Sant to ®.cf TO: Building Department FROM: , Environmental Health t` SUBJECT: Sanitation Clearance w-ner location AP# Plan Approved for: Sewage Dispos'� Water Supply: Public Private ell Clearance for dwelling. Other tT 0 IC : bi-)4 fZ S , 4s N 4 I �J- 1 oY ZLr Hold final for: Final clearance O.K. for: NOTE: Environmental He 8/96 Specialist Date abi .cr Q. i c-OPa . . 10 Op s..ccs %--aa waava_40 40 IV 13 100, - %-/ H r Ip 1 C4 0 C-41 -1915 Wit. g n, b R BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 959,65 –TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ;.T PERM IT NO. ©-5—/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 OWNE!A�Y� PHONE NO `7 CIS 0 �� OWNER'R 0 "� ,�&In M'z& 7� /674 S!� � � v/ (� LOCATI UI USE OF BUILDING _ SIZE OF STRUCTURE v 2 0 ' X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME OvONSTEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROO OVERIN . FLOOR TYPE ` ESTIMATED C T OF CONST CTION $ �__/ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: �� r �6 's�ry FRONT Lti��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 to comply with the requirements in effect at that time and before occupancy. Z_ �3 Date I Signature of Owner tl Permit Fee - $60.00 The above described AG Building is exempt from a b 'Iding per it. �93 PAR L P. ROOF G ISSUE Receipt No. Manager Building Division By Alf Date iz l ds White — DPW, Yellow — Assessor, Pink — B. 1., Goldenrod — Applicant COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 COUNT -1 CENTER DRIVE, OROVILLE CA 95965 Phone: (530) 538-7541 Gary Warner 1915 Cox Lane Oroville CA 95966 With reference to the above subject: Attached is: Application for permit Building Plans Enigineered Calculations Owner -Builder Verification Form Date: 2/3/03 RE: Ag Exempt Permit APN# 027-350-169 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced Other: Ple 4e -,PP gt-tachPd_ Should you have any questions concerning the above, Y contact the C Manager Building We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, % sets, signed by preparer of plans. Complete plans and calcs, % sets, signed by preparer of plans. O Engineered plans and calcs, % sets, with wet signature on plans. Hazardous Material Form (� Statement of Intent for Non -Heated and A/C Buildings. `J Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. FEMA National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Contractor's license information '(No. Name Style,Class) or exemption statement. Owner -Builder Verification Form Recorded copy of Agricultural Acknowledgment Statement Letter of signature authorization Copy of recorded deed of parcel creation and 60' right of way to a public road Letter of intent on building use. Mobilehome utility clearance Documentation of legal access. Documentation of 50% subdivision developed of a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements Existing violations/expired permits resolved. Plan check list data and revisions sets of plans in accordance with changes marked in red Copy of recorded 60" right of way to a public road Other: Ple 4e -,PP gt-tachPd_ Should you have any questions concerning the above, Y contact the C Manager Building Your Agricultural Exempt Building Permit is ready to issue. Please return to our office and sign the permit and we will issue it at that time. rye+ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 RE: DATE: (4 D� A. P. # 7 -3-50 — / 6 9 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement* of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: Should you have any questions concerning the above, please contact of this office. Yds very tr93,v, M Mic ael C� Vieira, C.B.O. MCV:ahb Man ger, uilding Inspection Frank M,.:GIaze-.wski architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 Soil data Allowable bearing UBC Classification 1.000 ksf 5 L Frank Glazewski - Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 General data Job name Warner Job No. ;00-057 Code used 1997.Uniform Building Code Jurisdiction iButte County Wind loading Basic wind speed IF -75 mph Exposure B It Design method 'Normal force method Structure category Enclosed Seismic Seismic zone ( 3 Gravity loading Assembly DL LL Reducible LL? _ .Sloped roof - less than 4:12 10.014 ; 0.020 1_1 Sloped roof _greater than 4:12 . i 0.014 ! 0.0161_y Comp./metal Upper floor___ 0.000 j 0.000' Lower floor �_ f 0.000.1 0.050 y Soil data Allowable bearing UBC Classification 1.000 ksf 5 L 3 Soil Frank Glazewski - Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 S®II data Job name Warner Soil classification: ' 5 ' Reference table 18-1-A 1997 UBC Soil weight: MOMN, Input data for user defined classification Allowable bearing pressure 0.000' ksf Max. allowable pressure Iksf Increase for depth ' 0.000 ksf/ft depth Increase for width i _0.000 ksf/ft width Friction coefficient 10.000 Lateral bearing (passive) 0.000 1ksf/ft. of depth below grade Increase for wind/seis`mic 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 3.000 ksf Increase .for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf .Frank Glazewski = Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 . Design capacity'd framing members . Job name Warner, Load duration factor 1,.25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size MC ap Vcap I(W4) 2x4 0.419' 0.416. 5.360 r v 2x8 1.438 0.861 47.640 2x12 2.884 1.336 177.980 #� X3:600 A '1•.574 290e 77, 44 0.978 0.970 12.510 4z6 . �•F . 2 09' ' v 1.5 ' 4 4,8 530 '• 48 3.633 2.009 111.150 O4xt�'�ME-�5= 'S9 Y 563�� 23.0 ,412 7.403 '3.118 415.280 6x6 3.900 2.143 76.260 x8 6., X76 2:825 :660 6x 10 11.030 3.604 362.750 ,6x"12 416, 15 4 3$3 652,�5�90 6x14 22.259 5.163 1066.180 3.125x12 18.750 '5:156 450.000 g X4,23 _ :5 8.01 `ry u 64U 720. . 3.125x 15 28.580 6.445 878.910 t3�125 7y'09 - 0:9:8 a: 3.125x18 40.329 7.735 1518.750 5 �25zd1®' 5 MR35 3, 7.399 ` X494,:400 5.125x12 30.750 8.456 .738.000 "125x1A3U5 �:a 38,13�9.5� 4 1"05U.'7' 5.125x15 46.870 10.570 1441.410 X16`5• 56. A154. ;. °.1628 91;8:5'0 5.125x18' 66.140 12.685 2490.750 C4 0 SSBM_6 8:27 AM --------------------------------------------------------- --------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/29/00 -------------- Description >•> RB -1 --------------------------------- GENERAL ----------- ------ ------ -- - ------ Span (L) > 23.670 feet Repeter ive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y\\ / lu > .000 feet \ le > .000 feet Slenderness factor Cs > .000 (1 Ck > 22.210 u -------------------------------- ACTIONS -----=--------------------------- Uniform dead load > ,202 kips/ft;` 44 o TL Uniform live load > .260 kips/ft", 56 o TL Uniform total load > .462 kips/7f End reactions ............... ........... DL > 2.391 kips LL. > 3.*077 kip TL > 5.468 kis Design loads ....................... !. Total load moment (M) > 32.356 ft -kips Total load shear (V) > 5.468 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values /` Species Grade Fb Ft/ Fv Fc± Fc- E DFGL 24F -V4 2400 1140 165 650 1650 1800000 Size factor Cf f > .965 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor,Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc� E -_-DFGL 24F -V4 289j� 1150 206 650 1650 1800000 ----------------- L ------=BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 16.500 inches Required Actual Comment S (in'3) > 13/4.084 232.547 <ok> A (in*2) > 135.146 84.563 <ok> I (in^4) > //1918.512 ------------------ 1----------- DEFLECTIONS ------------------------------- Total load deflec ion > .945 inches L/ 301 <OK> Live load deflec on > .532 inches L/, 534 <OK> Dead load deflec ion > .413 inches Minimum camber glu-lams) > .620 inches <1.5*DL deflection> Standard 2000 camber > .420 inches --------------------------CHECK'MIN. BRG. AREA -------------------------- Minimum area > 8.412 inA2 Minimum leng h > 1.641 inches Assuming full width bearing 4 H -i 1 Nnn ! CT I Kz `i,I�K 26"sem L4, 10 - .Sc�N= `! 3y'� • 3.�ZS�x (z z-kr--�yc-� frt��2s% ac i 65�3,tZS�' 2,U'f t 2- zx(qTr- i Nr--vK Vf N iR - x N 'A Ln i o ®o I �n60 tYfV C - :°Q ii fV • } • o I ti im ^ Frank Gl3Z8VYSki-Architect '' Dote 8/2900 18O7Mangrove Avenue Suite E ' Chico, California 85826 - Tel (530) 3434030 Wind design values - Uniform Building Code - Table 16-H Job name Wumcr ^ Exposure B ' Importance factor . . Basic wind speed 75.00 mph qs 14.50 psf Roof pitch F_3_._0_0__jin 12 angle 14.04 degrees PRIMARY FRAMES AND SYSTEMS WALLS Windward walls ~ Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward orflat roof Windward roof: Slope 212to less than 9:i2 Slope 212to less than 012 Roof total Wind parallel to ridge and flat roofs 00063 0.0068 Direction 0.0077 0.0085 Outward HL <0'-15'^ <205 ^25'> x305 <405 0utward 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward 0.0090 0.0085 0D104 0.0110 0.0072 0.0078 0.0004 0.0088 08087 Inward O�OO45 O�UO48 O�0O52 O�U55 0�OOG1 Outward ' O.0117 0.0128 0.0136 0.0143 � OO158 Outward . Slope 212to 712 08072 08078 00063 0.0068 0.0073 0.0077 0.0085 Outward Parapet walls 0.0081 0.0087 00004 00089 0811U 0utward 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward 0.0090 0.0085 0D104 0.0110 0.0122 0.0063 0.0068 0.0073 0.00/7 0.0005 Outward ' ELEMENTS AND COMPONENTS WALL ELEMENTS All structures 08117 Enclosed and unenclosed structures 0.01360.0143 Partially enclosed structures 0.0158 Parapet walls ^��A�� ROOF. . Enclosed and unenclosed structures: 0 14 (Not inareas of discontinuity) 0.0108 0.0117 08125 0.0132 0.0146 Inward 0.0108 0.0117 0�125 0.0132 0.0146 Outward 0.0144 0.0155 0D167 0.0176 0.0195 Outward 0.0117 0.0126 0.0136 .0.6143 0.0158 Out/in ' Slope <7:12 08117 08120 0.01360.0143 0.0158 Outward Slope 712to12:12 &O117 0.0126O8130 0 14 O0158 0uUin Slope "1212 ` Use wall values . Partially enclosed structures 8|ope<212 . 08153 0.0105 08177 0.0187 0.0207 Outward Slope 2:12 to 712 0.0144 0D155 &0167 0.0175 0.0195 Outward . Slope 212to 712 08072 08078 0.0084 0.0088 0.0007 Inward Slope '712to1212 ^ 0.0153 0.0165 .0.0177 0.0187 0.0207 Out/in Slope ,1212 Use wall values - ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 l 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12c? 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 €Q< 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. `<>8 0.0252 0.0272 0.0292 0.0309 0.0341 Upward o,Tevkl (oadrA5 Im rKJ l �h� 7i w wa w: vii In' �4e 4 w(. 4( 0of5) - , o3&,�-(' •— N �Y C4 C4cs W2- > �2L +,,S) , �i Z6 t 3 l o o `j S) = 'a� i V N ^4N 7- 11 Wall line analysis Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 9/6/00 Description ;Warner _ Level Nain j Line i 1 —I P lateral 1.450 kips Total wall length 6.000 feet Wall framing species Hl z Shearwall v • • 0.242 kips/ft Ok! Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Interior None13. ............. — -- -- ---- ------ - 0.000 kips/ft ---.... v allow 0.312 kips/ft If user -defined SW used; Description _ v allow 0.000 I kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.554 feet 0.242 16d nails at 16 inches o.c. at SW Anchor bolts O Applicable? 112" dia. good for 0.730 kips/each 0.730 = 3.021 feet 1 2 T 0.242 112" dia. at 36 inches o.c. max. Blocking/top plate ❑✓ Applicable? Connector 1, A35 0.450 !kips/each Length of attachment 30.00 ` feet v 0.048 kips/ft Connectors 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.242 kips/ft A35 at 0_ inches o.c. max. _ _- 111 U Line geometry Frank Glazewski - Architect Date 9/6/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary_- Lineeg ometr r� Description Warner • Level Main _ j Line 1 _ __- V1 v1 V2 Q V3 Q V4 0 in y=1'4'5'`= 0.05 Segment Desc. Wall Opening �, . Force or 2.00 w - 2.00 y 8.00 0 8.00 y 0.387 2.00 w 2.00 y 16.00 0 16.00 y 0.387 2.00 w 2.00 y -0.387 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 0.000. . 0.000 .. Total lengths 6.00 24.00 Maximum collector force _. 0.387 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page 1- 14. Stability details Frank Glazewski - Architect Date 9/6/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description ;Warner Level Main Line 1.000 v 0.242 kips/ft Assembly dead loads: _ Design controlled by: Roof 0.014 ksf Wind ` Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths o I = @ v M CU E x s o Holdovvn CD J cn = @ ' d 2.00 7.00 10.00 2.00 0.128 3.4 0.2 1.50 2.18 '2.18 HTT16/2-2x4 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owners Name: i /' /�� Received By: _Date:7�3 � " l 1 • � #: o`� ' �Sp — l (� Permit #: Time: A.P. (9 ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item I h In Off ❑ Engineering QVC ❑ Plan Revision � �a.�l ❑ Requested by Building Inspector or Correction Notice -Inspector's Name: e, nem O ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revise drawines — • --_- When Approved, Process as Follows: ❑ Mail to Owner at this address.: ❑ Mail to Contractor at this address: ❑ call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. ecei t #• ❑ Additional Fees Not Required Revised Plan Check Fee: $ p Additional fees ma ue based upon complexity and time involved to process this submittal. Additional Fees: Receipt $: NOTES RESIDENTIAL 1027-35-0-169 00-1393 PERMIT NO. WARNER, GARY - ---- - 4�_>- I_ COX LANE, OROVILLE CONTR: SKYCREST ENTERPRISE ; r GARAGE - ATTACHED GARAGE i ri k SPECIAL CONDITIONS I CHECKED BY f SRA Y FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS , VERIFY I USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ,t 4 l i I 1` 'i 1 JOB FINALED (Date) A --o- Signature t V= OK 0 = Not OK - = Not Applicable = Not Ready ' MOBILE HOMES Date 'MOBILE HOME UTILITIES (Plans) OK except #'s FINAL (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Soils; Compaction -Structure Stability 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Water; Location -Test -Easement Needed (Sketch) 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Well Clearance & Disconnect 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Z tng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C orts: Windows -Doors Trusses ; Shthg-Roofing 12. Braced Voll Panels Date"' Date Card B-1 Date 'Card B-1 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 J = OK 6a. Hold Downs and Special Anchors 0 = Not OK Slab, Steel -Wrapped 8. - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date Underfloor (Plans) OK except #'s Water Pipe; Test -Anchors -Regulator -Service Test Date FRAMING (Continued) Electric Underground 1. Zoning -Setbacks -Easements -Flood -Slope 13. 46. Hangers -Post Caps -Anchors -Connectors 14. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 47. Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Insulation 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 49.. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Water Htr.; Vent -Access -Combustion Air Baffle 51. Garage Fire Protection Framing 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/0 -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 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 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ❑ Yes D NoAMalks ❑ Yes 0 No/Planters p 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: ��.�� ' `• t ...•. •i €.. -•tea- � ..-,.�.�,.�y�^a�y3�� f { COUNTY OF-BUTTE..r 1 BUILDING DIVISION*,— + DEPARTMENT OF. DEVELOPMENT SERVICES. T 411 Main Street • Chico, CA • (530) 891-2751 y' a 7 County Center Drive • Oroville, CA • (530) 538-7541: - R CORRECTION NOTICE'` • OWNER _ PERMIT NO r A routine inspection indicates that the following violations of butte county Ordinances exist at. the 4 above address and should be corrected. Please notice this office. when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation; ,1 please contact his office immediately.22 .r. A f k t Date REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF,OEVELOPMENT SERVICES - BUILDIN DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 8-7541 PE T NO. (Rev. 12/96) APPLICATION AND PERMIT & ASSESSOR PARCEL NUMBER 027-35-0-169 ZONING BUILDING PERMIT OWNER GARY WARNER TE534NE6855 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 147 WAYNE CHARLES ROAD —840 9120, CONTRACTOR'S NAME SKYCREST ENT TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13468 HWY. 99, CHICO 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $111 15 BUILDINGADDRESS I S COX LANE, OROVILLEEnergy Plan CheckingFee $ $ PERMIT FEE $282.50 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 30 X 28 ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE 3 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR 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 i in full force and effect. License Class • Lic. No. �!& OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 DWE200ALLING CCU000A NEW CONST. DWO CC. ODS. ( 3.5QF°; 29.40 r°,� CONST. MLI�co�� NON-RESID. CU @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. ounEroRFocruREs Ex. Occup.BAL 20@'.00 (9 .50 Ex. Occu . OFuc�e Arlo oR. f 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 49.40 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' com57tioq insurance carder and policy number are: Carrier O,.t� ,.�/ Policy Number f,5a_1& 3 fe (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 10 th comply with those rovisions. r / iD X `e (.e (/ Si r of Applicant - ❑ Owner ❑ ContractorW Agent An OSHA permit is required for excavations over 5'0' d ep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST TYPE VN TOTAL FEE $331. 90 HAZ. _ D FEES IMP = X FLOOD X CDP PARCEL X p0 X HD UE 0-1 This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By,44Y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. e / I De Receipt No. 294895 $151.15 3 d y O00. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLDENROD- aICANT f4Yyy'..-.F-�1 rw .:.t�'?.,r..-,t.1,^«. .+�. *a �,-:..'N4 •:.''„w'+.�•,...:•Y•.-L., .,w-.4�.-rW'r.. .•-,.r[R A,.«,4v(''ii�r-''/+"'��%''t'�'q'°•7^'�'i:i--ns�'iv l7'C-•-'j'«N''tC'....O..IT�.."•,<,,�.t, ��-�.��.,� CONx OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU DING DIVISION 7 COUNTY CENTER DRIVE - OROVIL'L�iFORNIA 95965 - TELEPHO 30) 538-7541: PERMIT APPLIgATION DATA SHEET OWNER: rn,Qiy ASSESSORPARC ER: Mal"?— Proposed Building Use: Building Inspector: - At time of permit applic •on, I was advised the following data must be submitted prior to perm¢ ❑ 1. All ii ms have been submitted .--------------------------------------------------------------- 7 ❑2. Tans, 3/4 sets, signed by the preparer of plans. ------------- ,--r-)------------ -- - ------=-y ---• mplete plans, 3/4 sets, signed by the preparer of plans. --- ' ` cam- ------l�------`-•--- . E eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. 117. Statement of Intent for Non -Heated and A/C Buildings. ---- Hazardous Material Form. including Tie Down Specifications --------------- 0 11. .------- ❑ 12. California Department of Forestry planapproval/fees. 1 .Flood elevation certificate. -------------------- ---- ----------------------------------------------------- --- W4. Sanitation and plot plan approval I I ealth Department. ------------------------------------------- Ell 5. ------------------------------------------❑15. City of Chico plumbing permit.----------------------------------------------------------------------------------- and/or issuance: Received By ❑ 16. Plot plan and business license approval frgm the City of Biggs. ---------------------------------------------- ❑ 17. Planningapproval for A Use: . ~ v Parking: 6 Z.10 ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statemeni:l-------------------------------------------------- ,r 026. Letter of intent on building use. -------------------------------- -------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other:------- Wh you issues tl!hJe errwtt, %r�o�sp follows ❑ Mail to owner, ❑Mail to: o 'tractor. U Telephone / T d hold for picku at o ❑Deli with inspector. Plopy/Vof Haz-GApp is Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbeElPlan Check List 2. Additional items required: r red: Eut-) 3 Contractor, designer, owner, was advised bf the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owneRld 70PIan ' of the above tab �❑ phone, ❑ mail, ❑ Building Divisip counter, by Rate: Plans reviewed by: Date: ' Plans approved by: a Date. S r� Sets of plans on Cabinet, ❑ A.P. folder. Note frander by: Date: Yellow Copy - Department of Development Services, Building Division. 0�7_ aao -- !� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICF a - BUILDING DIVISION 7 Counly Center Drive • Oroville, California 95965 felephc,,-,e (53CI) 5;8-7541 PERM NO. ASSESSOR rT..RZELN /.BE........�s.oe�+m+m..T...�...m.em��w�.s. ZONING Ff. UCC. T BUILDING VALUATION U:JES$��/� CONTRACT01-S NAMEW TE EPHONE COJfTRACfCfi'° 1l JF ADORES' —CnN_ Tr,UCI I0N UJ1DER IF.NUER'S hL1!l1JvG ADDRESS- ----- --- _------ ---- - ----- Fireplace DRESS - — --- -_— _ Total Valuation $ ARCHREC7 OR ENGINEER LICENSE NO. -- FII„ -g Fee $ _ ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ I, Plan Checking Fee BUILDING ADDRESS -------�.�.�5 ,�-� -- -- C:IZeryy Plan Checking Fee- $ — o ) --- o 11 _-e. .-----------------'- _ _ PERMIT FEE $.� LUT NO. I SUBDIVIS IUN'S NAME PARCEL MAP --- —PLUMBING PERMIT Filing Fee 20.00 ,---Y USEOFSI'f;UCTURE Each Trap i 7.00 --- Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other a -Water piping 15.00 _ - SPECIFY -•----' - - Each gas water heater or vent 15.00 7YF'1. OF WORK _Gas i in s stem 1 - 5 outlets 15.00-_ New ❑ AdditiUrJ ❑ Rernodel ❑ Utilities ❑ Installation ❑ Other ❑ BUildin sewer--- 15.00 L`Escr be '/York: _—� — - _Mobile Home S G W @20.00 PERMIT FEE 4 -- ELECTRICAL PERMIT Filing Fee 20.00 ----------_-- •-- -- e00V OR LEES: Main Service zo."ORLEss — 23.00 Main Service ( 200A TO IOWA 46.00 NEW CONST. UWEIIING OCCUP�` 3 5050. �— ___OR AODNS. _( 8 ACC. BLDS. L FT. NEW CONST.MULTI-OUTLET ` @7,50 NON•RE510.--�--gR 0.tTCd„�TRCUITS L _ POWER APPARATUS _— — .POWER OUTLET CIR. TLET OR FIXTURES OU20 EX. OCCUIJ.- B.AL 0 .55I FIXED APPLIJS. OR Ex. Occup. (OUTLETS�ESID. 5.00 El. -- 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 $ CONVkf TOTL FEE $ HA2. U. FEES IMP F O 0 COF p EL V HD ISSUE 20 V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work �(� J15) � indicated above for which fees have been paid. � By Date _ PERMIT EXPIRES ON d b/zV(19 Frank Me Giazewsko architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 ©D-/39.3 COUNry IUILDING' DEPARTMr=N? N D�?OVF I/S/� P� IN Frank Glazewski - Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 General data Job name Warner j Job No. 100-057 Code used ;1997 Uniform Buildine Code Jurisdiction /Butte County LL Reducible LL? Wind loading 0.014 1 Basic wind speed ! 75 mph Exposure B Design method ;Normal force method Structure category ! Enclosed j Seismic 0.050,; Y Seismic zone L_ 3 Gravity loading Assembly DL LL Reducible LL? _ _ Sloped roof - less than 4:12 0.014 1 0.020 y Sloped roof - greater than 4:12 0.014 0.016 y jComp./metal ' _Upper floor _ — _ i 0.000 j 0.000 y Lower floor _ _ _ 0.000 1 0.050,; Y Soil data Allowable bearing 1.000 ksf UBC Classification 5 V � . Soil Frank Glazewski - Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Soil data Job name Warner Soil classification: 5 , Reference table 18-1-A 1997 UBC Soil weight:0 1 -_, kcf Input data for user defined classification Allowable bearing pressure 0.000 lksf Max. allowable pressure 0.000 ksf Increase for depth :0.000 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coeficient ! 0.000 Lateral bearing (passive) 0.000 j ksf/ft. of depth below grade Increase for wind/seismic , 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 3.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf 6x14 Frank Glazewski - Architect Date 8/29/00 1066.180 1907 Mangrove Avenue Suite E „�301,:4�70 • Chico, California 95926 3.125x12 .. 18.750 • Tel (530),343-4630 450.000 Design capacity of framing members 40.329 Job name Warner' 55z1 '` 05 Load duration factor i 1.25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap Vcap I(in"4) 2x4 0.419 0.416 5.360 �z6�: 0•:896{ ' yF. ' ' .;0�654� � � .> O'�780. 2x8 1.438 0.861 47.640 'gtgg X0,99 2x12 2:884 1.336 177.980 44 0.978 0.970 12.510 48 3.633 2.009 111.150 4x1`©: _ ; _n 5 459. ' .. • ,63 _.r*23.0 6 412 7.403 3.118 415.280 4 G M Vii,°, 933r�: 4 3:6g71�WERE,78:470" 6x6 3.900. 2.143 76.260 776 �2�825� ;-�, �•�_Y,1a �4�660 -, • _ , 6x10 If�r.};-.n.E]�... 11.030 3.604 ... _ . -_ - SM_C'T.S+I.l�4T.19_fOTmPy43^S•J+�:m+T.'.5.x-..b:c.•r-*ecfr.mnm,mrntamame.ronvmwmmammnmluavx 362.750 6x14 22.259 5.163 1066.180 r�1Y25x1�0��5��...,_w ��14��355" „�301,:4�70 • 4r51=1�;. - `� : A., 3.125x12 .. 18.750 • 5.156 450.000 3.125x15 28.580: 6.445 878.910 3 25x16.5;216'11MIN 1.11-M1169820 . 3.125x18 40.329 7.735 1518.750 55z1 '` 05 ; 494`4 Q E23 ;54 r• 743'99 x `� ,�� 5.125x12 30.750 8.456 738.000 5.125x15 46.870_ 10.570 1441.410 1, 225z1�6` 5 _ 561 1'5° :F, x„11;fi2r•, 19,18. 'MI 5.125x18 66.140 12.685 2490.750 I SSBM_6 8:27 AM ------------------------------7----------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/29/00 ------------------------------------------------------------------------ Description >> RB -1 » ------GENERAL----- Span (L) > 23.670 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS-------------------- ------------- Uniform dead load > .202 kips/ft 44 o TL Uniform live load > .260 kips/ft 56 o TL Uniform total load > .462 kips/ft End reactions ........................... DL > 2.391 kips LL > 3.077 kips TL > 5.468 kips 14C,U55'- Design loads ............................ Total load moment (M) > 32.356 ft -kips Total load shear (V) > 5.468 kips --------------------------LUMBER,DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc � E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .965 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc -i E DFGL 24F -V4 2896 1150 206 650 1650 1800000 --------------------------------BEAM DATA --------------------------- - ---- Member width > 5,125 inches Member depth > 16.500 inches Required Actual Comment S (in"3) > 134.084 232.547 <ok> A (in"2) > 35.146 84.563 <ok> I (in'4) > 1918.512 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .945 inches L/ 301 <OK> Live load deflection > .532 inches L/ 534 <OK> Dead load deflection > .413 inches Minimum camber (glu-lams) > ,620 inches <1.5*DL deflection> Standard 2000'R camber .> .420 inches --------------------------CHECK MIN. BRG . AREA -------------------------- Minimum area > 8.412 inA2 Minimum length > 1,641 inches Assuming full width bearing V, W7 Mi 94 w tl Rt co -ca t4 Z-) 0 3 +-02.0 o 3 OZ -O rl--, -- 4,-5J '- L6:, fez Z. 3,-+3 Y - T9 2, t 3 u M. Ck,\ : q, -5 9 1" 0 Q1 Frank Glazewski -Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Wind design values - Uniform Building Code -Table 16-H Job name Warner Exposure B Importance factor F 1.00 Basic wind speed 75.00 mph cls 14.50 psf Roof pitch 3.00 in 12 angle 14.04 degrees PRIMARY FRAMES AND SYSTEMS Direction Ht <0'-155 <205 <255 <305 <405 Ce 1 0.62 0.67 0.72 0.76 WALLS Windward walls i$4>` 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls «<`Q< 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall 0.0117 0.0126 0.0136 0.0143 0.0158 ROOF Wind perpendicular to ridge: .............. Leeward or flat roof ``#`'` 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 2:12 to less than 9:12 _Q<' 0.0081 0.0087 0.0094 0.0099 0.0110 Outward Slope 2:12 to less than 9:12 0.30 0.0027 0.0027 0.0031 0.0033 .0.0037 Inward Roof total 0.0090 0.0095 ' 0.0104 0.0110 0.0122 Wind parallel to ridge and flat roofs. X. 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures €<'} 0.0108 0.0117 0.0125 0.0132. 0.0146 Inward Enclosed and unenclosed structures >>`:;#r< 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures 0.0144 0.0155. 0.0167 0.0176 0.0195 Outward Parapetwalls >i''ij< < 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF Enclosed and unenclosed structures: - Slope<7:12 .................... `':.`<1€3!`f€ 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12 '"?#< 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12 Use wall values Partially enclosed structures Slope < 2:12 {<71 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12 "'%k<>> 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12 I`)#? 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12 ` IQ`? 0.0153 0.0165 0.0177 0.0187 0.0207 Out/in Slope >12:12 Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners s3i 0.0135 0.0146 0.0157 0.0165 0.0183 Outward <f%i<•:'•: 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 ><3`> 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 . 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 ySO?> ................. 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. A`'#i 0.0252 0.0272 0.0292 0.0309 0.0341 Upward 4 ---- I � 2 1 W 61i W i^tNM w � 1 � f ! Wall line analysis Frank Glazewski - Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel(530)343-4630 Description LWarner Level (Main i Line L— 1 i Plateral. 1:250 kips Total wall length 6.000 feet Wall framing species HF Shearwall v 0.208 kips/ft Ok! Shearwall Mark v cap Exterior ' 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft Interior None . I 13 0.000 kips/ft v allow. 0.213 kips/ft If user -defined SW used; _ Description I v allow 0.000 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.643 feet 0.208 16d nails at 16 inches o.c. at SW Anchor bolts Q Applicable? 1/2" dia. good for 0.730 kips/each 0.730 = 3.504 feet 0.208 1/2" dia. at 42 inches o.c. max. • Blocking/top plate Q Applicable? Connector I! A3s I • 0.450 Ikips/each Length of attachment 3 00 0 feet v 0.042 kips/ft Connectors 48 inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate ❑ Applicable? v 0.208 kips/ft A35 at 0 inches o.c. max. (3 Line geometry Frank Glazewski - Architect Date 8/29/00 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 Shearwall summaryLine geometry Description [Warner Level Main bne 1 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening125 _. 0.04` �, ...... "' '` "� � �~ � Force 2.00 w 2.00 y 8.00 0 8.00 y 0.333 2.00 w 2.00 y 0.000 16.00 0 16.00 y 0.333 2.00 w 2.00 y -0.333 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 6.00 24.00 Maximum collector force 0.333 kips 16d nail good for 0.115 kips/each Splice 4 16d nails R ! Page 1 H Stability details Frank Glazewski - Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Date 8/29/00 Shearwall summary - Wall stability Description !Warner Level"M'a"-i-n Line 1 1.000 .... ..... .... v 0.208 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 -'ksf Wind Floor 0.011 Iksf Dead load reduction factor: Wall 10.010 ksf 0.667 Shearwall !Dead load trib. Lengths -4, i E j5 Z I a, (D ca a,Co 0 �I 7V- Holdown 1 R > 3: (D a, CD 0 i .0 CD U- i CO 2.00 7.00 10.00 2.00 0.128 2.9 0.2 1.50 1.87 1.87 HTT16/2-2x4 Page 1 ARN REVIEW RESPONSE ORM In ordeF to expedite the review of your plans, please complbte 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. ATTACFI TmTC =nou TA A f ADv AC vr% 1n m Au ne%neuu m erren Aun nrro mu Wrru ftm",e .- OWNERS NAME DATE: LOCATION ON PLANS/CALCIS: COMMENTS: ASSESSORS PARCEL NUMBER (9a 7 PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: 50-00 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCIS: COMMENTS: 9 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: June 30, 2000 Gary Wagner 147 Wayne Charles Rd. Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 027-350-169 Building Permit Number: 00-1393 This office reviewed building plans for the permit application referenced above. The plans 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 recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide three set of plans. Plans are to be designed to the 1997 UBC. Plans are to be drawn to scale for the specific structure that you will be building. Plan is not to contain options. Provide two sets of engineered truss calcs if that is what you will be using. Alternate roofing plan shown on these plans would require an engineered analysis as it is not conventionally framed. Plans are to show braced wall panel method, attachment and specific location of each panel. Plans are to met specific bracing requirements of the building code or you are to submit a lateral analysis of the structure by a licensed professional. Two sets of stamped signed calcs are to be submitted and plans are to be stamped and signed. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -H -The items identified below must be submitted prior, to permit issuant These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees is $200.40 2. Sanitation and plot plan approval from the Oroville office of Environmental Health. Sincerely, Martha Whitney Plans Examiner cc: Skycrest Enterprises June 30, 2000 Gary Warner 147 Wayne Charles Rd. Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 027-350-169 Building Permit Number: 00- 13 92 This office reviewed building plans for the permit application referenced above. The plans 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 recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Parcel is located in a area with highly expansive soils. Provide a soils test with an index rating of the soil. If rating is 20 or above, please have your engineer design a foundation for these conditions. (THIS REQUIREMENT APPLIES TO THE GARAGE ALSO) Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. r11�k� alance of building permit fees is $450.75 Sanitation and plot plan approval from the Oroville office of Environmental Health. (&'� Pay Sheriff fees in the amount of $350.0(_1 V .1 Complete and return the Butte County School Impact Fee Certification form. ,Provide an approved encroachment permit from the Public Works department of Butte Co nty. Provide a recorded copy of your Agricultural Acknowledgment Statement. Sincerely, Martha Whitney Plans Examiner cc: Skycrest Enterprises 6 I 'r Q ttt wo- tVJTTE CO ®ER APPRO oe�-13 41%- Grn VA wrtrt� �3 6 I 'r Q ttt wo- tVJTTE CO ®ER APPRO oe�-13 41%- Grn VA wrtrt� LONGFELLow LUMBER CO. INC* .1 o Quality Truss ■ Roof & Floor Design Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: COOS IA) C.>A�P eg Address: COX- l—A,115- (�2o✓/LLQ AP# Job No: GAA -X �-JAA-AVI-/Z, Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 INSPECTION nc Timber Products Ins 1 . •. P.O. Box 20455 AWROV Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenuei Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing platesor broken lumber defects to Longfellow immediately. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. 35) GABLE END DETAIL TATS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUOMITIED BY TRUSS MFR. SIRONGOACK (NAIL lU LEDGER 12' O.C.) (BRACED AT 55' D.C.) BRACE RUCI- MATERIAL LEDGER (NAIL A35 6 - IOd.CO)II, BLOCK TO VERTICAL 113(K ) OUTLOOKER ( C ) NAILS V/2 -10d NAILS) GAOL GaELE END � 2x6 OIAGONAI = ,•• •^ ACE ' (K) SPACING FOR H3 = 56.0' O.C. 3-IOd REFER. TO SIM�SON CATALOG C -948-I FOR BRACE NAILS PRODUCT ATIACHMENT SPECIFICATION (ATTACH 15 \ A35 IM FI DIRECTION 2X LEDGER COM)JON EACH END TRUSSES (PI) \STRONGBACK BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRAC114G FOR BRACE (SIRONGOACK) MEMBER LONGER THAN (M) 2X4 F.L. OR 11.F, b2 OR 72', ATTACH AT MIDPOINT OF EACH BRACE BTP.SIRONGBACK BRACE W/2-Bd CCOMMON NAILS. 24' MAX (PI) PEAK PLATE TO MATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 HIN. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES; NOTE: THIS DETAIL MAY BE USED FOR (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION 10 WEB FLAT ING: USE (3)-2' VIRE STAPLES (0.072 DIA./15 GA.) TOENAILEO THRU CHORD INTO WEB 6 111RU VED INTO CHORD ON ONE FACE FOR A ]DIAL OF 6 STAPLES. (PI), (SI ) L (111 ) MUST BE PLATED. (G) GABLE END OESIGN BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN PLATE MAX. WEB LENGTH 1x3• 2-8-0 2X4• 0-1-0 3X4• 13-6-0 OUTLOOKER CRITERIA HEIGHT, , PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 O Q 0 Q ••YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTAILIN0 AND BRACING. p(F(N 10 818.91 (HANDLING INSTALLING AND BRACT NO), PUBLISHED BY IPI (TRUSS PLATE O O INS"TO'E. 68] O'ONOFIO DR., SUITE (00, MADISON, YI 67119), FOR SAFETY PRACTICES PR JOB 10 P[AF ORNINO (NESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IOP CHORD SHALL HAVE PROPERLY ATTACHED O O SIRUCIURAI PANCLS, BOTTOM CHORD SHAH HAVE A PROPERLY AITACH(D RIGID CICLINO. ••IMPORTANE•• FURNISH A COPY OF 'NIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7�J. �O PNODUCIS. IMC. SHALL NO' BC RESPONSIBLE FOR ANY 011.A110N FROM 'HIS DESIGN: ANY FAILURE 10 �BUIlO IN( 1R VSS(S IN CONF OR NANO( YIIN IPI: OR FABRICATING. NAMOI INC, SHIPPING, INSTALLATION OR BAACINO OF TRUSSES. THIS DESIGN CONFORMS YIIN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAM ASSOCIATION) AND IPI. ALPINE T GAIV. T---REAC N( FAC[SOF NIR USS` ANO(UNl[55101 H( RAN ,YISE'IOCAI(0 ON( THIS EDESIGN. XCEPT SPOSITION CONNECTOR$ PER NOTIO. APPLY 10 Of AI N[GIRUSS DEPICTED HER(AAND SHALL NNO'(BE •REI IT L 01 UPON UPONHIS IN ANYNING OTHER APPLIES ONLY 10 INE BOSTON 3.5' MAX. TYP. NOTCH e 24' O.C. I.5' MAX. 2X4 F.L. LLMOER GRADES MAX. LENGTH W[TIIGUT GRACING (N) AX. H V/ STR0NG8ACK BRACE (S) STANDARD 5 -II -0 II -10-0 15.0 PSF OC DL PSF OC LL 0.0 AI 7-9-0 15-6-0 /l 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESSI TC LL 30.0 PSF W. 9,o yc TC OL 15.0 PSF OC DL PSF OC LL 0.0 PSF * TOT.LD. 50.0 PSF- IL ALO DUR.FAC. 1.15 SPACING REF R992 DATE 03/19/98 DRW CD 112 SEON - 25458 FROM PBC )X0911 -WARNER GARY - A-1 COMN TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 20 OF -L Standard `'�1'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PL-: 110 PSF BC LIVE LOAD PER UBC M N —t- cf- F� v A O NY. A w 044 w z - W5X4 s +WT GVA � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED RY TRIISS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00. OC, BC @ 72,00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. .Many =W3X4= Q WJX4 G W3X6 (Al) z ( E-°-° 14-0-0 14-0-0 I FQ 28-0-0 Over 2 Supports R-1164 W-3.5" rn L1-) C30 PLT TYP. Wave TPI -95 R Design Criteria: TPI ST `*YARNING-- TRUSSES REQUIRE EETREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND p BRACIDS. REFER TO 9JB•91 (IAMDLIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C� INSTITUTE, SB3 D•O9OFR10 OR,. SUITE EDU. )=ISOM. WI $3718). FOR SAFETY PRACTICES PRIOR 70 O IERFORNIIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CM0R0 SNALI DAY F FROPERLY ATTACHED Lv. STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO TNI INSTALLATION CONTRACTOR. ALPINE ENGINEERED nj PRODUCTS, INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM TH13 DESIGN; ANN FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OIL FABRICATING. HANDLING. SHIPPING, INSTALLING A40 BRACING OF TROSSE S. THIS OF SIGN CDIFOIMS WJ7H APPLICABLE PROYISIONS Of NOS (RATIONAL DESIGN F-1.: fPECl FICA PUBIS SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE w CONNECTORS ARE MADE OF YOGA ASTM A653 SR40 WILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO c/] EACHFACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 TRIS DESIGN, POSITION CORRECTORS PER BRADS NOS 160 A.Z. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIPIDO EJlglp(N°l84p�� E8, IpO RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN." THE SUITABILITY AND USE OF THIS Saa®ea10, CA 95R2S COMPONENT FOR A4f PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AH SI ATF) I-. S IECTION 2. R-1164 W-3.5' 18. 6*xm 8-0-0 G" BTE COUNT'. CA/ -/1/-/-/-/F TC LL 20.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR,FAC.• 1.25 SPACING 24.0" Scale —.1875"/Ft REF R427--26046 DATE 09/11/00 O RW CAOSR427 00255D21 CA -ENG GTP/CWC SEQN - 24185 FROM ED 0911 -WARNER GARY - A-2 GIRD [3 -PL TOP CHORD 2x4 DF -L #16Bet. BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard `",LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. HOOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. N *N LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC ® 72.00' OC "IEFLECTION MEETS L/240.00 LIVE AND 1-/180.00 TOTAL LOAD, 0 z W3X8 v- 3 3 ,— o W1.5X4 0 0 x r3.. Fa w x C-14 W5X4 s WHA(A1) m CZ3 z w Fn W5X8 = W8X8 e THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NAILING SCHEDULE: (0,1310,0_9_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 6" o.c. ' WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS: 24-00-00 SPAN TO BC ONE FACE AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. W3X8 s W1. 5X4 2 W5X4 E3 --� 3 W3X14(A1) a 8-0-0 1.<2-0-0�re�� !# 14-0-0 14-0-0 'L9i:d umv I 28-0-0 Over 2 SupportsL DEPAR° f? ;a R=6652 W=3.5" o� oo PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S' "YARNING•" TRUSSES REQUIRE EXTREME CARE 11 FABRICA170R, HANOI ING. SNIPPING, INSTALIING AND [� BRAC 116. AIFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE C= 1H$7ITOTE, SNS D'ONOFRIO ON., SUITE. LDO. MADISON, WI WIN), FOR SAFITT PRACTICIS PRIOR TO O PERFORMING THESE 0;0 TIONS. UNl(Sf OitlERY15E INDICATfO, 70P CHORD SHALL tlAIf PROPERLY ATTACHED CV STRUCTORAL PANELS, BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED 41610 CEILING. IMPORTANT"" FURNISH A COPY Of THIS DES ION TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �y PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEFIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE iTRUSES 1A CONFORMANCE WITH TPI; OR FABRICATING. AARDLING. SHIPPING, INSTALLING AND NR ACING OF TpUSSES. THIS DESIGN CONFORMS NJ 11 APPLICABLE PROVISIONS of NOSSPECIFICAT(NATIONAL DESIGN C=3 CONNECTORSIANN ON PD 11 OFOEODABY TASTNHE MA65SAGRE0R6ALY.NSit EI PAPER TSAti NOTED. ON)AD 7FI. ALPINE NECTORS TO W Cn [RCN FACE OF TRUSS, AND UHL[St OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine En&omvd PTodgm IOC RESPONSTBIL17T SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS S=gmen(0.CA 95828 COMPONENT SFOA AIT CTION L. PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DISIGNER. PER ANSI/TPI 1-1995 E R-6793 W-3.5�"" •. D) 18 CA - 1 - - - F Q�pFESS/Or. TC LL 20.0 PSF TC DL BC DL 10.0 7.0 PSF PSF =ppI BC LL 0.0 PSF * �ftA TOT.LD. . 37.0 PSF DUR.FAC, 1.25 SPACING 24.0• Scale—.25"/Ft. REF R427--26047 DATE 09/11/00 D R W CAOSR427 00255022 CA -ENG GTP/CWC SEQN - 24225 FROM ED (COX0911-WARNER GARY - B-1 C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L $1 WEBS 2x4 OF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC Q � 72.00" OC. I ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Yz.: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. N C= z W5X4 W1.5X4 ei H W1.5X4 4k- 3 3 3 0 a Ya w an W3X4!s W3X4 Ea w W4X4(A2) = W3X4 z w W4X4(A2) e3 z L*2 - 0-0->l ci. L 12-0-0 I 12-0-0 ) a I �E 24-0-0 Over 2 Supports R-1028 W-3.5' 0 0 Q; PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 "•YARNING•" TRUSSES REQUIRE EXTREME CANE IN FABRICATION, 9ANOt IMS, SMIPPINO, INSTALLING ABD BRACING. RIPER TO 818.91 (RAMBLING INSTALLING AND BRACING), PUBLISHED BY TPI_ VI o o C=) (TRUSS PLATE INSTITUTE, $93 D'OBOTRIO DR.. SUITE 200, MADISON. NI 53)19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ORIESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED �wc STIUCTBNAL PANELS, BOITOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C\I •'IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 ' N i PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR -ANY DEVIATION FROM THIN DESIGN; ANY FAILURE TO 89110 THE TRUSSES IN CONFORMANCE yR ^' ALPINE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. TNIS DESIGN CDMFORMS VITO APPLICABLE PROVISIONS OF ROS OL ti. (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CORNECTOAS ARE w U - Fm • 0C7'Ed plod CA 95929 ��0 L!!--S MADE OF 90GA ASTM A653 GRID QALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO (ACG FACE OF TRUSS, AND, U1ESS OTHERWISE LOCATED 08 TBIS DESIGN, POSITION CONNECTORS PER DRAYIYGS 160 A•I, THE SEA' 01 THIS 'RAYING INOICATES ACCEPTANCE OF PRBFESS10UAL ENGINEERING RESPORSBILIVY SO'ELY FOR INE TRUSS COMP ONE MT OF SIGH $11 MTME SUI TAB IL ITT AND USE OF TNISRYr�o, COMPONENT FOR AMY PARTICULAA BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION I. ISI Yr R-876 +8-0-0 CA 1 TC LL TC DL I BC OL BC LL TOT LD DUR.FAC. SPACING R-1-LaNG DEPARTME e .' 0 F Scale -.25,/Ft. 20.0 PSF REF R427--26048 10.0 PSF DATE 09/11/00 7•.0 PSF DRW CAUSR427 00255023 0.0 PSF CA -ENG GTP/CWC 37.0 PSF SEON - 24244 1.25 FROM ED 24.0" 02, This safety alert symbol is used to attract yourGANGER: A GANGER designates a condition attention! PERSONAL SAFETY IS INVOLVED! When %here failure to follow instructions or heed wam- you see this symbol - BECOME ALERT - HEED ITS - A irg will most likely result in serous personal MESSAGE. injury or death:or damage to structures. ACAUTION: A CAUTION identifies safe operating WARNING A WARNING describes a concition practices or indicates unsafe conJitions that could A w-ierefailure tofollow instructions could result in result in personal injury or damace to structures. severe personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibility of the installer (builder. building contrac!or. licensed contractor. erector or erection contractor) to properly receive, unload, acre. handle, install and brace meta late connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as, %nth any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specificationifor handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed o contractor, erector or erection contractor is advised 6Ato obtain and read the entire bookie- "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected WoodTrusses, HIB - 91" from the Truss Plate Institute. M TRUSS'P_ATE INSTITUTE - 583 D'On3frio Dr., Suite 200 Madison-- Wisconsin 53719 (608)833-5900 7uss industry, but must, due to,the nature of responsibJi-Jes involved, be •5resented as a guide forthe use of a qualified building designer or installel. Thus, �he Truss Plate Institute. Inc. expre ;sly disclaims any respona i.)ility for damages arising from the use, e:pplication or reliance on the recorn rnendatior.s and information contained herein by building designers, installers, and ethers. Copyright 9 by Truss Plate Institure, Inc. All rights reserved. This doc rnent or any part Hereof must not :)e reproduced in any form without written permission of the F ublisher. Printed in the United Stales of America. CAUTION: Allternporary bracing shoved be no less thar• 2x4 grade narked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed Z on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to i-stallatic n. �� TRUSS'`STORAGE= CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the t-uss. _ q S CAUTION: Trusses stored horizontally should be JA_ supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should, be bending and lessen moisture gain. braces to K revent toppling or tipping. 9 9 JAWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do notbreak bands until bundles moval to avoid shifting of individual trusses. are placed in a stab,e horizontal ositioet WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which arelying fiat JAbands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited. ss, Frame 1 p Diagonal brace also required on end verticals. Top chords that are laterally braced ran buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins4:7017. are attached to the topside of the top chord. PLUMB I I I k Truss De th N4e 12 —13 or B greater \ d• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A 12" Up to 24' 1 3/12 1 8' 1 17 1 12 2' 36" Over 24' - 42' 1 3/12 7' 1 10 1 6 4' 60" Over 42' - 54' 1 3/12 1 6' 1 6 1 4 6' Over 54' 1 See a registered professional engineer 7' 96" 1 2" 81 DF - Douglas Fir -Larch SP - Southern Pine 9' HF - Hem -Fir SPF - Spruce -Pine -Fir oy 0 r' RpO 0g@� Diagonal brace also required on end verticals. Top chords that are laterally braced ran buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins4:7017. are attached to the topside of the top chord. PLUMB I I I k Truss De th N4e 12 —13 or B greater \ d• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1.1 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 1 2" 81 108" 1 2" 9' I- D(in) D(in) I Lesser of D/50 or 2" Maximum Plumb Misplacement Line i OUT -OF -PLUMB INSTALLATION TOLERANCES. T f Lesser of L(in) L(in) Lesser of U200 or 2" L(In) 'U200 L(ft) 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(In) U200 ; L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 [AWARNING: 7a not attach cabl3s, chains, or hooks to the -Neb members. a ElpFeader Toe In Truss spans I:ss than 3W. Lifting devices should be connected to I the truss top chord with a closed-loop AF proximately '/x to%truss length Less thar oreaual 10 60' attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Spr--ader Bar // , Toe In a`—Toe In Aporcximately '/a to ✓3 truss length Less than Dr equal to 60' Tag Line O Steompbeck/ Spree-ierBar �/ \ F i Ar-uroc mately I 3'i to ?/- tr uss Jength ' Greatartbar 60' �. Tag �60 or less for ess\ � a F Str•anBtmcc/ Tag Approximately -L Appro;imalely Tag Line Y. truss length �'/:lruss length Line At or above a ElpFeader Toe In Truss spans I:ss than 3W. Lifting devices should be connected to I the truss top chord with a closed-loop AF proximately '/x to%truss length Less thar oreaual 10 60' attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Spr--ader Bar // , Toe In a`—Toe In Aporcximately '/a to ✓3 truss length Less than Dr equal to 60' Tag Line O Steompbeck/ Spree-ierBar �/ \ F i Ar-uroc mately I 3'i to ?/- tr uss Jength ' Greatartbar 60' �. Tag Line �� Str•anBtmcc/ 5preade rliar f 'is'- to, At or above mid -height IE Appaxrualely j f i,. to 3.' t -us a length Line Grease, Bran 30' CAUTIOM Tenpor.ary bracing shown in this summary sheet is adegi3te fcr the insiailiation of trusses with similar ccnfigurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing is sccordaree -A&v T3I's Recommended Design Specification for Temporary Bracing of .Metall Pf3te Connectee Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Frame 2 iGROUND B-+fiC1K1G _BU�L.DivyG EKTERIOR Typical ho -izwds tie member wi4 muKple st: low(F T) uvea m ,.raced cup of lru..eee kf (EB) F DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 h0C i' L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS ;?'' T.OP CHORD ..., " ' Lateral Bract TOPCHORD DIAGONAL BRACE' MINIMUM LATERAL BRACE SPACING: (DB ;SPAN DEPTH SPACING(LBs) „ #trusses nal bracing. Diagonal bracing should be nailed ' SP/DF SPF/Hf. Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 1 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 h0C i' L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS ;?'' Top chord ..., " ' Lateral Bract Required Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. All lateral braces lapped / at least two trusses. End diagonals are sseptial for stability and must be dup c both ends of the truss system. =45° Attachmer Required 0Tr 20'(DQS) asses SPF, NJE O.C. `ey9 O/ 3Z WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are atial for stability and must be dupl on both ends of the truss system =�45e Frame 5 r .. Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - 30° or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 0 12 4 or greater I r �;b I P A Top choade that ore oterally braced ca o buckle toget4,_rand car:eeoo lapse if there!arc dlago- nal boating. Diagonal bracing should to nailed to the u ndersideof tir top chord wher purlins are a. -ned to lie tarside of the top chord. 11 Over 32' - 48' 4/12 6' 1 10 1 7 Over 48' - 60' 1 4/12 1 5' 1 6 14 FJ Ove_r6 o' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fig SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required --? trusses. :- All lateral braces 10' or Greater Regwrad . trusses. 1 C <r Grea.tel Attachment Required _//M of Wes �. st n. WARNING: Failure tofolowthese recommendations could result in severe personal injury or damage to t-usses or buildings. A up to 2-3' 1 2.5 1 7' 1 17 1 12 ' Over:'E' - 42 3.0 6 9 6 Over42' - 60 3.0 5' 5 3 Over*C' See a regstered professional engineer DF - Dmiglas Fir -Larch SP - Southern Pine HF - Hat, -Fir SPF - Spruce -Pine -Fir Continu bus Top fiord Lateral Brace �� :- All lateral braces Regwrad lapped at least 2 trusses. 1 C <r Grea.tel �x Attadsaent f Requi ped t orl es - --450 It 4 =rame 3 Top chords that are laterally braced can buckle I. togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —� 4 or greater Up to 32' 1 4/12 15 20 15 Over 32'- 48' 4/12 1 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir , sSPSC� OBS o L15 i Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. L1y All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A �o Permanent s continuous lateral bracing as specified by the truss engineering. Frame 4 =45° Cross bracing repeated at each end of the building and at 20' Intervals. L1 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. A� Id /_/ 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. c ZONING -1+15 OWNER /0 �, � � PHONE NO. 51 J OWNER'S ADDRESS ,, __ I J Le 9n LOCATION OF BUILDING i USE OF BUILDING i SIZE OF STRUCTURE r SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOFCOVE FLOOR TYPE (' ESTI% TED COST OF CONSTRUCTION $ �E-sD LO AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:r - ''jj FRONT / SIDES /� REAR 2--y 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 Y—/ - Signature of Owner dam' Permit Fee - $60.00 Receipt No. I The above described AG Building is exempt from a buildi g permit. / FLOOD PARCEL P.D. R00171 G ISSU Manager Building Division�1 By Date T-1 L v White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION - +�, 7 COUNTY CENTER DRIVE - OROVILL- E, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ! PERMITAPPLICATIONDATA SHEET �- OWNER: � ASSESSOR PAR ER: D Q / ' 1 lC.� Proposed Building Use: Building Itrspector: Date: 7AJIe of permit applicati , I was advis d the following data must be su witted prior to permit p cess' g and/or issuance: Date Received By items have -been submitted-------------------------------------------------------------------------------------- ❑2. t-~ Plo.1� ? �� arra' 3I4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ �6 Energy Design Compliance#nd supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Nd- ted and A/C Buildingso--------------------------------------------------------- v ❑ 8.a. Hazardous Material Form. ------------------------------------------ ° --------------------------------------------- - . +.- 1 a ` r yl �r ©N�$4anufactured Home data and installation instructions including Tie Down Specifications = ---------------- 0 -------------- ❑ ) : f r� _ _ --------------------------------------------------------------------- •^ ❑ 11. Impact f/eeeas shown on the attached schedule.-----------------------------------------------------+ 1---------- i ❑ IT California Depk4ent of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood6eyation certificate. ---------------------------------------------------------------------------------------- 014. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City' of Cliicosplumbing permit.----------------------------------------------------------------------------------- , ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- .0 18. ------------------------- .018. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 019. Encroachment Permit for driveway construction approval prior to occupancy) - ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on (Date) r: t ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- a . `F 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------- ------------ E125. Recorded copy of Agricultural Acknowledgment Statement. ------------------------ ----------------------- r , 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ' f ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- �. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Ch to H.C.D $ . --------------- E130. Other: ------- When you issue the permit, process as follows ffMail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: 1. Index permit application for the above items numbered: ❑ Plan Check List o!-zk 2_ Additional items required: "• Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: -Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: w Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: ` Sets of plans on,hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow. Copy - Department of Development Services, Building Division. , Bu_lding code violation 30 day Dace: 027-35-0-169 00-139 ROVILLE �W NR, GARY q COX L COR: CREST ENTERPRISE O� PERM FND 027-35-0-169 AG -107 GARY & CHARLOTTE WARNER 1915 COX LANE, OROVILLE AGRICULTURAL EXEMPT PERMIT ANIMAL & FEED STG 027-35-0-169 09-139 WARNER, GARY�jJ /2/q�D COX LANE, OROVILLE . CONTR: SKYCREST .ENTERPRISE GARAGE - ATTACHED GARAGE 027-350-169 03-0800 WARNER, GARY 1915 COX LN, PALERMO PATIO COVER -FRONT & BACK 0 LAND DEVELOPMENT SHEET ENCLOSED 027-350-169 GARY CHARLOTTE WARNER 1915 COX LN., OROVILLE AG. E•LDG. (18'X 20) ENVIRONMENTAL HEALTH CLEARARANCE DATE el -IV -4_3 r r a . � � �5;� � � � •� l� :G � i pip+ r ,w , • - . > 1 SITE PLAN virionmetaTHealil .. .. .. .. .. .. ... -- .. .. ............ ............. .. .. ............. .. .. .. .. .. .. .. .. ... .. .. .. .. 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S7 6 7 706.37 q , ; Is /� � $` 13 'I_ � _ 10.0 Ae o /aOOAc /o. 0 Ae A IO.00Ac ` - 30.OAe — — air 87 's ' �{, '. 21 N ?7 28 �o /8 9.6AC o /o.OAo 10.OAe ® 10.0Ae ® 10.OAc O I0.00Ac s7e.37 MIS 37 lo.00a� pr liv-s7 .� % %/q I NOTE: These parcels ore for osso" ent purpose only endicy not conetItuft I�gaI parcels. i vAL [N/CA TRACT 7 M 0. R. 39 •s 27-35 l u = 6w 11 O N IS. OSAc v 673.19 /013.3? . 't 12 04Y • A � I 15.00Ac y 15.00 Ac b s /043.31 I e J Ass essor 'sop Albs 27— 35 GoU* o Butte, Ca REv�sEP 1-97' s e,- l 01MIR .�t�fNi7' .III 11 FOM IWWO 6KW PHOTOVOLTAIC ARRAY ok- Egfl GROUND MOUNTED 22 DEGREE TILT F a I-Mts� 11I� v (39) SHARP 185W PV MODULES Vy (1) S136000U INVERTER $cy N. 4M : 4 :5 5].'� ,ttt4x 4 ? RYRS 6 4 �..T ,+w» o x :tea y:wa o � � � r .s�, .t` • � it .•. y {: ' ' f " L ' ; ... k { ' 3 10, Amwntvalwy Af di 0 eii i0_ � 'fie-eaaaoi000 : woc-y' n.x' $ I ro 2005 wa-14lu lcQ n f , + bT�t ' . _ .. Vp LK ' a g8,x'2 Q • �fi .ti • R ,,r,,n-acaa,.; Via,' .,�, •..c�' �.: °' � • R" � a..+sva.--'--.-^^m00000'="' ' C� � _ • 1�..a ne�. � a� BUTTE COUNTY �• �. • �� r . : BUILDING DIVISION ....... _..... Y uoc ,o., la f .t +`, •-.r „a,:v' tea't ,t'.r�> �- PP ®VE® fn W vii •�C 1'• r 'bs> dei e. J+ �. -` `Y4"4 •� •. i� '• a 12 rs �:aYxr.•n„a^ 1 �� j._._..r !i ��, ,+� '�i_ � sic •.d`"" :'. _ i^' _ � pt ^' ' el Cox Lf. � �+ J iR --Rpps Ln • , - 7ibr., x _. or-,xrx•caiop' min 4, .��1DRAWINOTYPE: �a L f fZ DJ } t •) ` et COVER SHEET 3 JOB: P f rjs$�/yQ WARNER5.94KW + }` �� _ *~,.x.Y•_• ro•-y, j°+''rR+•.,'' �.,.-� � �[ "* t 4 DRAWN BY: ATOM MCCAMBRIDGE "'•" .0 .,c.w"ro• f ". i 415!747-7039 y T•�� tr��,r�<! !Ld T °�; ( i ' ROPERTY 0 GEOTHERMAL ENERGY CO., INC. i DATE: CONFbENTIALf �HIS D ND ANY DATA, DESCRIPTION, AND OTHER. 7/27/5 INFORMATION NTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE t.ROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. SALE: f .. j6 r t� s ~'p �,r-,-, •; AND SHALL f',iT BE PUBLISW54D, REPRODUCED, COPIED, DISCLOSED; OR NTS ��""" 1� • w` USED, IN WHOLE OR IN PART, FbR.010 PURPOSE WITHOUT THE EXPRESS SHEET: WRITJ�EV PERMISSION OF A,DULY AUT lt2RIZED REPRESENTATIVE _ = •.' :. . '~ OF SU.N,;POVVER & GEOTHERMAL' ENERGY CO., IN• .,,r , ' . I®HATS R .. ° D. I M—P OK Iu I L t ®E GARY and CHARLOTTE WARNER 6KW PHOTOVOLTAIC ARRAY GROUND MOUNTED @ 22 DEGREE TILT (39) SHARP 185W PV MODULES (1) SB.6000U INVERTER PV / PROPERTY LAYOUT @ 1 / 64" = 1' SCALE FUTURE (PROPOSED) SEPTIC EXISTING AG BUILDING CD GARAGE EXISTING RESIDENCE PROPOSED MOBILE DRIVEWAY LEACH FIELD / -746' �16 J EXISTING POWER POLE / SERVICE TO HOUSE EXISTING WELL z Lu w 0 Q w z J x O U `TE COUNTY ANG DIVISION PPROVED )ERGROUND SERVICE 1 �ISSUEc 6/15/5 2 REV2 7/27/5 Z DRAWING TYPE: O PV /PROPERTY LAYOUT Q w Z JOB: O¢ � WARNER6KW J DRAWN BY: Zw r O (D �D � J � w z rnLo , In EOTHERMAL ENERGY CO., INC. U U Lcoo wcc0-1 SCALE: 'HE EXCLUSIVE PROPE A CL } 0 Lo 50; Lo CL r C7 O GROUND MOUNTED PHOTOVOLTAIC ARRAY ,; Q 22 DEGREE TILT F PORTRAIT ORIENTATION _ A o� .180FT AC RUN 1 SCHEDULE 80 PVC 3I -97'- U. z 7g @T, I . F (2) #6 THHN (1) #10 GROUND 00 ib DRAWING TYPE: PV /PROPERTY LAYOUT JOB: WARNER6KW DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 PROPERTY OF $ JN POWER AND EOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS C INFORMATION CONTAIN RAWING AND A ED HEREIN ARE Y DATA, DESCRIPTION, AND OTHER ONSIDERED AS PROPRIETARY AND DATE: 7/27/5 SCALE: 'HE EXCLUSIVE PROPE TY OF SUN PO ICD, REP • R & GEOTHERMAL ENERGY CO., INC. DUCED, COPPIC'D, BI3CL09ED, 0. AND CHAL-L NOT DE PUDLI01 USED, IN WHOLE OR IN PART, FOR ANI PURPOSE WITHOUT THE EXPRESS SHEET WRITTEN PERMISSION OF A DULY fUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENER Y CO., INC. ALL RIGHTS RESERVED. STAINLESS UNICLIPS B22,STRUCTURAL CHANNEL WARNER 6KW PHOTOVOLTAIC ARRAY GROUND MOUNTED, 22 DEGREE TILT PV LAYOUT @ 21'= 1' SCALE i CONCRETE FOOTINGS: 12" WIDE BY 36" DEEP B22 POSTS RUN TO BOTTOM. w• �¢vciun ;U'E w,c 9 IsE Inns Z O� F= QZ w U O� W w Z O rn W a (=jJ Uccoo Lo w ca OO Ld J 119 c O 'n O o (L V r O Lo aQ �qrn � rn � � N CJ r i O e�Urc>J�U/ad BUTTE COUNTY =. BUILDING DIVISION 065729 M 0000 APPROVE f� �cool .. ,/ �'� DRAWING TYPE: '9TF N p,`��40�JOB: PLAN VIEW PV ARRAY 35'-9�6" Ci DRAWN BY: WARNER 6KW EXPIRES:zo 0 . ATOM MCCAMBRIDGE 415(747-7039 PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL: THIS DnAWINO AND APPY DATA, D23CIRIPTION, A14D OTHER 7715 (39) SHARP 185VV PV MODULES INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND (3) BY (9) CONFIGURATION THE EXCLUSIVE PROPERTY OF' SUN POWER a GEOTHERMAL ENERGY CO., INC. SCALE: 3�8' = 1' AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR PORTRAIT ORIENTATION USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS SHEET: WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER $ GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. (39) SHARP 185W PV MODULES . i 3&& STAINLESS UNICLDPS FRONT ELEVATION SCALE. 30 E22 STRUCTURAL CHANNEL BUTTE COUNTY BUILDING DIVISION APPROVED 32° 065729 2- c);' ENG \ A `a\� F OF CA 00 EXPIRES: of n'7 ew. raww� wue un�e 1 ISSUE 7/27/5 Z PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. CONCRETE FOOTINGS: O CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 12" WIDE BY 36w DEEB INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND w Z THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. B22 POSTS RUN TO BOT BOTTOM TOM � AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE O cfl O> OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED, O'QW J Z ew. raww� wue un�e 1 ISSUE 7/27/5 Z O p„ Q w Z U O�J � W Lu Z O cfl O> O'QW J Z Lo °' = Ug000 Q Lo -o x f- oo uiLu �' . a, LM Q O M L DRAWING TYPE: ELEVATION JOB: WARNER6KW DRAWN BY: ATOM MCCAMBRIDGE 4151747-7039 UAIe:--...._ .._.. 7/2715 SCALE: 3/8" = 1' m co D� D z r - N � Z N aoltiM ❑ �. S y m� ,- T N 0 m rn m� t FD r n 00 X TO rry D m r to c vo�zT n'ICA) v c O n D cw Z 41 m m -UA2xc�m M m ODI -4 m 0 0 z 00G) j � cn � Z Om co g° 863 EAST FRANCISCO BLVD; SUITE A D � ❑ O;Omm�= Om�Tumzco OT < SAN RAFAEL, CA 94901 �? 0 x v cn m co i QD W v cyl ODIW cn D� z r - �RI� m 0) c aoltiM z S y SkM7 0 � pro, rn C t mzm00 r n � TO rry < < m r to c vo�zT v c n D G1 41 -UA2xc�m a NJ � �mm0O� g° 863 EAST FRANCISCO BLVD; SUITE A O;Omm�= Om�Tumzco OT < SAN RAFAEL, CA 94901 �? 0 x v cn 415-459-4201 —z CA LIC. #759086 woA :mc - �D�,cnmG> OPcz: m p ,f, m p D ODZwo1`'mz0 <cvOm -� 0=��yD0 0 Q mmp m nFmim0OmMo m M7OTmp0' mxm10ccoX gmMOo�v m z =m00 ,m.,cnzmz 03 x0rnx- m � - mDmm0 gp to �Xm<D <m�o0 -1 P M m tnm_zm n W p to 20X i QD W v cyl ODIW cn D� z r - �RI� m 0) c o N N C z SkM7 0 m c C t r n �] z z < < m r O v c m V 41 rn g° 863 EAST FRANCISCO BLVD; SUITE A < SAN RAFAEL, CA 94901 415-459-4201 CA LIC. #759086 i QD W v cyl ODIW cn D� z r - �RI� m 0) c o N N C z -� 0 co c C D r n 00 cil -u z z < < m r O v c r m rn I PROPERTY OWNER/LOCATION: GARY and CHARLOTTE WARNER 1915 COX LANE OROVILLE,CA 95966 (530) 534-6855 03 0 cn m C.0 0 v m wG) 2 Om r0 m0 X -m D z r m ■ n �RI� 1 (13) SHARP 185W PV MODULES -(IN SERIES) 1 (13) SHARP 185W PV MODULES (IN SERIES) (13) SHARP 185W PV MODULES (IN SERIES) Iii ra zt#:Z #10 RHW-2 CONDUCTORS #10 RHW-2 #10 RHW-2 (39) SHARP 185W MODULES. (1) SMA 6000 INVERTER PER MODULE: MAXIMUM POWER:185 W MAX POWER VOLTAGE: 36.2 V OPEN CIRCUIT VOLTAGE: 44.9 V MAX POWER CURRENT: 5.11A SHORT CIRCUIT CURRENT: 5.75A (13) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 583.7 VOLTS TOTAL MAX POWER VOLTAGE: 470.6 VOLTS TOTAL SHORT CIRCUIT CURRENT: 5.75 AMPS TOTAL MAX POWER CURRENT: 5.11 AMPS SUNNYBOY SMA 600OU-240 INVERTER PEAK TRACKING VOLTAGE: 250-480V DC DC INPUT VOLTAGE: 234-600V DC DC MAXIMUM CURRENT: 25A AC MAX OUTPUT CURRENT: 25A 1. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -0N -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL WARNING THIS BUILDING SUPPLIED WITH ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNINGII ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TFRMINAIR nN RnTH I. INF ®Nn I mn SInFS MAYBE ENERGIZED. METER 200 AMP MAIN SERVICE SPLICE BOX (3) STRINGS @ 5.75 ISC x 1,56 = 26.91A, RATED (2) #8 THHW-2 CONDUCTORS, RATED TO 50A @ 75C 50A X (0.71) = 35.5A TEMP CORRECTION. RATED, IN CONDUIT (1) #10 THHW-2 GROUND AC DISCONNECT LOCATED WITHIN 10FT OF MAIN -SERVICE 2 POLE 40 AMP 2 #6 THHW-2 CONDUCTORS DC DISC • NOWFUSABLE NOWFUSABLE LOCKABLE #8 THHW-2 CONDUCTORS NEMA12 1) #10 THHW-2 GROUND 341OLE 30 AMP 3R 2 -POLE .600V DC (3) STRINGS @ 5.75 ISC x 1,56 = 26.91A, RATED (2) #8 THHW-2 CONDUCTORS, RATED TO 50A @ 75C 50A X (0.71) = 35.5A TEMP CORRECTION. RATED, IN CONDUIT (1) #10 THHW-2 GROUND AC DISCONNECT LOCATED WITHIN 10FT OF MAIN -SERVICE 2 POLE 40 AMP 2 #6 THHW-2 CONDUCTORS CUT AC D SCMER AC EXTERIOR UTILITY (1) #10 THHW-2 GROUND NOWFUSABLE PV BREAKER LOCKABLE w z 3R 2 -POLE U O � 60 AMP 240V ' POINT OF CONNECTION. THE OUTPUT OF A DG222URB PHOTOVOLTAIC POWER SOURCE SHALL BE wr CONNECTED AS SPECIFIED IN 690.64(A) OR (B). . CC O of w Q z #8 THHW-2 SMA SWR6000 6KW INVERTER 240 VAC UL#E210376 GFP SMA SUNNY BOY 6000U-240 INVERTER AC MAX OUTPUT CURENT: 25 AMPS 25 X 1.25 = 31.25 RATED AMPS MINIMUM CONDUCTOR SIZE: (2) 410 THHW-2 (RATED TO 35 AMPS @ 75 C) MINIMUM GROUND:(1) #10 THHW-2 CUTLER HAMMER AC DISC NOWFUSABLE LOCKABLE 3R 2 -POLE 60 AMP 240V DG222URB 180FT AC RUN 1" SCHEDULE 80 PVC @ 18" MIN DEPTH (2) #6 THHN CONDUCTORS (1) #10 THHN GROUND SMA SUNNY BOY 6000U-240 INVERTER AC MAX OUTPUT CURENT: 25 AMPS VOLTAGE DROP CALCULATION: (180FT) X (25A) X (0.51) / 1000 = 2.295V DROPPED 2.295V / 120 = 1.91 % DROP (ACCEPTABLE) (1)#10 Z O 1= Q w z U O � w wr CC O of w Q z L0 u') Ug U 000 wc�o� Lu 19 �a�a)W� rr^1 V '- a M v SINGLELINE DIAGRAM WARNER6KW BY: ATOM MCCAMBRIDGE 415/747.7039 PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. 00NrIbtNTT9L7Rl§ DRAWING AND ANY DATA, DESCRIPTION, AND OTHER Dr,Tc, INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND 7�27�5 THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. SCALE: AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR NTS USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS EET: WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. _ Mo. a�sla •gsile•. att. , ISSUE 6/1515 • `.. - GARY and CHARLOTTE WARNER 6.94KW PHOTOVOLTAIC ARRAY GROUND MOUNTED ,@ 22 DEGREE TILT- (42) ILT (42) KYOCERA KC167 PV MODULES - w (1) SB6000U INVERTER : m W PV / PROPERTY LAYOUT - @ l./-64 - 1 •SCALE o j FUTURE, (PROPOSED) SEPTIC .z 0 a ' EXISTING - .WELL ,I. - EXISTING ' 1 • AG BUILDING ,. PROPOSED •� 5f 3' - MOBILE APPROVED f s tts County, VI urynn*alih - "UNDERGROUND' ., D DRIVEWAY SERVICE °Ignure GROUND MOUNTED PHOTOVOLTAIC ARRAY ` 22 DEGREE TILT ` LANDSCAPE `GARAGE ORIENTATION EXISTING I - { + , RESIDENCE 180FT AC'RUN '-9 7 1 SCHEDULE 80 PVC 8" 18" DEPTH, .MIN: - - (2) #6 THHN - • ` (1) #10 GROUND' LEACH FIELD 78'_g 5 VICE D EOTHERMALENERGY CO.,INC. EXISTIN _.- - - - PROPERTY OF N POWER AN G -POWER POLE / SER CONFIDENTIAL. THIS DRAWING AND AN DATA, DESCRIPTION, AND OTHER TO HOUSE INFORMATION CONTAIN ED HEREIN ARE C ONSIDERED AS PROPRIETARY AND 7' THE EXCLUSIVE PROPE OF SUN PO R & GEOTHERMAL ENERGY CO.,>INC._, 746'-88 AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, ORy I USED, IN WHOLE OR IN PART, FOR ANYURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULYfTHORIZED REPRESENTATIVE ..OF SUN POWER& GEOTHERMAL ENERCO., INC. ALL RIGHTS RESERVED. O� LU U O �- W W r 0 Z O C° rn W z 0) < Ln 00 W, O Cc0 X 'j J' � d >- U c) Wa 0) OW_ o a0V_00 0)(")