Loading...
HomeMy WebLinkAbout017-100-060BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053025 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: 11/22/2005 APN: 017-100-060-000 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: 4762 CHINA CAMP RD. CHI License Class : License Number: Map Index: Date: Contractor: •• ' Description: COV(356)OPEN(216) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MURPHY, LEO AND ROSLYN M. 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 MURPHY, ANND & WOOD TIMOTHY the Contractor's State License Law (Chapter 9 commencing with Section 4760 CHINA CAMP RD 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 CHICO CA 95928 violation of Section 7031.5 by any applicant for a permit subjects the 530-899-0118 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: MURPHY, LEO AND ROSLYN M. 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 TIM WOOD AND ANNE MURPHY sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 4760 CHINA CAMP RD. proving that he or she did not build or improve for the purpose of CHICO, CA. 95928 sale.). [ I, as owner of the am 530-899-0118 property, exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prdfessions 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.). Contractor: ABC SEAMLESS ❑ I am Exempt under Arlicl of the usiness and Professions Code DAN JOHNSON t r (22/,0 f PO BOX 715 Date: owner: FOREST RANCH; CA 95942 530-894-5115 WORKERS' COM NSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: Cl I have and will maintain a certificate of consent to self -Insure for License #: 680039 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 572 S.F. 7� �a I certify that in the performance of the work for which this permit is Valuation: $7,856.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Z 40 Applicant: WARNING: Failureo secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. `\ CONSTRUCTION LENDING AGENCY This permit ip hereby issued -un he applicable provisions"of the Butte County Code and/or " I hereby affirm that there is a construction lending agency for the Resolution to do work indica d a ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date:_ l/ PERMIT EXPIRES ON: . Date Address: ❑ 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 o ly 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 substanc f any ficial form or document of Butte County. I hereby authorize represents of Butte County to enter upon the above mentioned property for inspection pur ses. / ' Print Name: Signature: Date: *Owner 0 Contractor 13 Agent for Owner 13 Agent 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 REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X For Ice use only: OWNER Last Name Woo Flood Zone irst Name -7—/M r Address 4�L6 RVA City /t . , State State'?&A-Zip!� Z Phone (�� v �J Fax Fax , O 941 E-mail gAr h lnle,PGF APPLICANT SIGNATURE X For Ice use only: CONTRACTOR Name Flood Zone Address Address City No State Zip Phone Zipi Z 8 Fax E-mail E-mail 4-m,od-n, Lic. # Class APPLICANT SIGNATURE X For Ice use only: ARCHITECT/ENGINEER Name Flood Zone Address Address City No State Zip Phone Zipi Z 8 Fax E-mail E-mail 4-m,od-n, State License Number APPLICANT SIGNATURE X For Ice use only: APPLICANT NAME Name Flood Zone Cross Street (2G�•n� 2 vrc.v� Address Yes No City State C4 Zipi Z 8 Phone 00q Fax e Il 694( E-mail 4-m,od-n, Date Approved: -f'GJ fin k, o e� APPLICANT SIGNATURE X For Ice use only: Zoning Property Address 4 6z Flood Zone Cross Street (2G�•n� 2 vrc.v� SRA Yes No Occ. Type Const. Subdivision Name 6PK A Map Book Page Lot # Planner Date Approved: PERMIT NO. BPo5�_3o2- BIN # LOCATION AP# O/ — SOU — 66 c7 Property Address 4 6z City Cross Street (2G�•n� 2 vrc.v� WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIRLMENTS K1FORMSIBUI1 DING FORMS\Bld A IQbR t d P 1 f U pp u qm s. oc age o Description or Scope of Work: // L_ Gac %L4n'% P 'S 4" r r� cE) L35 -0o �I Sq. Footage -= u--O��—� ❑ 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 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. CD Recei d by Amount: Bldg SRA P Recei t M v Sheriff rr 1 Other SMIP Date: 1 Total _l V V -I V -V" SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEA CCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: 1/ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! q� 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! 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). V❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). 8. Sanitation and site plan approval from the Environmental Health Department. Avrwd.,tr_ ❑ 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 stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 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 GRAPH PAPER! ❑ 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc 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:" , / v'� U�� / ASSESSOR PARCEL NUMBER Proposed Building Use: L'El�Pennit Technician: ( Date: \ Items required in order to apply for a permit. All boxes'MUST be checked OR marked NA in order to apply. \ loi 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. `f`> I AO 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 V ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form lAI 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other R maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . ,'14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable// -,2 2-6),S ,x 15: Fire Sprinklers............................................................................................ Q, .`Y; :. 46. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ ; : 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. D 20. City of Chico Plumbing permit........................................................................ ❑ - 21. Site plan and business license approval from the City of Biggs .............................. 0 22. California Department of Forestry plan approval ❑ paid. Sent by: 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check:......1116�(• 024. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... th/ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... Y�,J 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone I/_ ,rto t5 / . - �� and hold for pickup. I have been inform!cLof-thl above items and requirements for obtaining a building permit. Applicant: `d t// Date: 1. Index permit applicdfron for the above It s urnbered:- Plan Check Letter 2. Additional item�required Contractor, designer, owner, wa' " dve above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abo e d to t phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date: i k1 -) Structural reviewed by: Date: Structural approved by: Date: ^ Note transfer by: Date: Yellow: Building Division KlBuilding/Plan ChecklData Sheets/data sheet page 2 9.27.05 TO: Building Division ' Development ServicE:s FROM: Environmental Health cln a Plot Plan Attached Fl= Plan AttachePajr Sent to BD/DS / /%D �t n SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: )<' Water Supply: Public Private Well X Clearance for dwelling. Other W oecA De -Li �I�-(-�,� ;�,vt �`►� _ Hold final for: Final clearance O.K. for: NOTE: ENvironmental Health Specialist // Building Clearance 9/2005 e_4 Date NOTES RESIDENTIAL, `PERMIT NO. } 05-2172• ;. ' 017-100-060" WOOD, TIMOTHY i' 4762 CHINA CAMP RD, CHICO CONT:OWNER , ELEC (NEW METER) GFr r -SPECIAL CONDITIONS. CHECKED ,. BY SRA 1` FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. , SPECIAL INSPECTION ITEMS VERIFY `I USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER of - .tip<. <.... w4 a j OFFICE COPY Address GAS t Meter By Date ELECTRI 7 • Meter By ` DG.1-- tJOB FINALED (Date) ' JAW Signature Z� Q� J=OK 0= Not OK . = NotdApplicable " =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except It's Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Sols; Special MH Support Sketch Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 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 2. Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect 8. Utility Clearance . 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except fi'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-Connecto? 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 MISCELLANEOUS ]ate DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 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. Frrng.; Sills-Anchors-Studs-Rft7s-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. ExL; 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 Vs 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. EJec.; Enclosures; Conduit Entries-Ten-ninals-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 Cana B-1 Date Card &1 Date Card B-1 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 ff's with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 MISCELLANEOUS ]ate DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 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. Frrng.; Sills-Anchors-Studs-Rft7s-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. ExL; 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 Vs 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. EJec.; Enclosures; Conduit Entries-Ten-ninals-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 Cana B-1 Date Card &1 Date Card B-1 J=OK 0 = Not OK = NotApplimWe = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except Is 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils -Steel -Flet. 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 T. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 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 Cana 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 Is 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 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. Ging. Joist-Rftr. Ties-Puriin-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. Bdrrn. 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-Celings 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 -Meth. 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. Fiat. & 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 -Meth. 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 ❑ Yes 83. Following InsNdJDrive 0 Yes O No/Walks 0 Yes O WRarters 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: 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Ktchen & Conductor Size GFI 30. Subfeed Wire Sizel /ga. Cu or AI -KC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. 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. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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. Ging. Joist-Rftr. Ties-Puriin-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. Bdrrn. 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-Celings 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 -Meth. 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. Fiat. & 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 -Meth. 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 ❑ Yes 83. Following InsNdJDrive 0 Yes O No/Walks 0 Yes O WRarters 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any City or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or . she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I a/myEx_em/pt under Article 3 of the Business an� s Code 6Y l�f Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 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 code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Address: PERMIT NO. BP052172 Issued Date: 08/12/2005 APN: 017-100-060-000 Site Address: 4762 CHINA CAMP RD CHI Map Index: Description: NEW ELECTRICAL SERVICE (NEW METER) FOR 2ND DWELLING Owner: TIMOTHY WOOD 4760 CHINA CAMP RD CHICO, CA 95928 530-899-0118 Applicant: TIMOTHY WOOD 4760 CHINA CAMP RD CHICO, CA 95928 530-899-0118 Contractor: License #: Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: s hereby issued under the to do Ark indicated above PERMIT EXPIRES ON: r ,5CIC-) County Code and/or �6h fees have been paid. % Date: �/ v ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable*to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a fficial form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo Print Name: M Woo Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor ts. G. tswiaing rermnui-in-u4 pg i s NOTES PERMIT NO RESIDENTIAL �(.Q 17-100=060 _._� _. 05-161URPHY/WOOD, ANNE/TIM 4760 CHINA CAMP RD, CHICO Cont: EXEC HOMES NEW DECK 65-1(016 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) to 119, Or Signature J = OK 0= Not OK - = Not Applicable . =Not Readyeady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except Vs 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) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft1 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 It'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 ft's with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1SCELLAr1 E0US Date D JCOVERS, CARPORTS, GARAGES (Plans) OK except #'s Hing Requirements -Setbacks -Easements 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. R,9df; Shthg-Roofing 'lExt.; Steps -Doors -Landings 12. Braced Wall Panels DatetwCard 8 1 ate Card B-1 Date 12LI Vsr-Card 8 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-Uning 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. 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 I Ii. �- . 4. 1=OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fdting-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 Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 43. Bearing Walls over Girders & Floor Nailing 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. Fre Sprinkler, Test 89. Ventilation Throughout House Date Card B-1 Date Card B-1 -9 Date Card B-1 Date Card 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. Date 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al Comments at Final: 31. Range Circle/ /ga Cu or AI -Oven Circ. ! /ga Cu or AI Insulated Neutral 0 Yes 0 No 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. Bdnn. 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 32. Service -Riser Conductors & Ground Main Disconnect Date 33. Equip. Clearances Panels -Motors -Meth. Equip. Date 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 65. 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. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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. Bdnn. 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.1.)-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 InstldJDrive 0 Yes 0 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP051612 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/14/2005 APN: 017=100-060-000 the Business and Professions Code, and my license is in full force and effect. ( �i'1� License Class: \— License Number: Site Address: 4760 CHINA CAMP RD. CHT Date:-�a��%�ontractor. (_JC(' �c Map Index: Description: deck (648) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MURPHY, LEO AND ROSLYN M: = 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..prbvisions of 4760 CHINA'CAMP RD the Contractor's State License Law (Chapter 9 commencing with Section. CHICO 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,. 95928.. violation of Section 7.031.5 by any applicani for a permit subjects the., 530-899-0118 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•:gr,:gffered,for,sale...(Sec,,Zl).44 _Business and.P.rgfessjons: .. ;..:,,.• ...,... ..; - ....... _.,..... :......:..;. .:,._ ._.,.. ., ....,..:..... ... ....:........ ..... ,. Code: The. Contractors' State License Law does not apply to an Applicant: EXECUTIVE HOMES 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 3042 ESPLANADE sale'. If however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of proving that he or she did not build'or improve for the purpose of (530)891-6992 sale.). ❑ .• J,-..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, Contractor: EXECUTIVE HOMES and who -contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 3042 ESPLANADE 0 . I am ExemptunderArticle 3 of the Business and Professions Code CHICO, CA 95973 Date: Owner: (530)891-6992 WORKERS' COMPENSATION DECLARATION,'. I hereby affirm,under I.penalty of perjury one of the following declarations: License #:.640583 ❑ I have and will maintain a certificate of consent to self -insure for workers':. compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: (� ' I have ane will maintain workers' compensation insurance, as Engineer: required:by Section 3700 the Labor Code, for the performance of the work for which this permit is -issued. My workers' compensation insurance carrier and policy number are: Carrier:-��)1'i�/ Total Square Ft: 648 S.F. i U t �D_ 0j� Policy #. ��� I q e Valuation: $6,480.00 I ce 4y" that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers compensation provisions of Section 3700 of the Labor Code, I shall [ J forthwith.comply with those provisions. / p Date: Applicant: WARNING:' ,Failure to secure workers' compensation coverage is unlawful, and. shall subject an employer to criminal penalties and one L���-r C hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, ;and..attomey's fees.. .. .. CONSTRUCTION LENDING AGENCY This -permit is hereby issued under the applicable provisions of the Butte County Cody+a or = I hereby affirm that there is a construction lendingagency for the Resolutio t do work indicated ab a or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /�/, , Name: BY Date:/ /p P IT EXPIRES ON: V6 Address: Date ❑ I hereby;certifythat the use of this facility shall comply wilh Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify -that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with :all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspectionp Print Name: � �il,�i \ 7"7� Signature: Date: 0 Owner 13 Contractor Agent for Owner ❑ Agent for Contractor l BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name ✓/1 / q BO first Name , Address ,,,a to rU. j76 City Ch C17 Ste C�. Zip J'Sj 2g Phon ^9' oyo9 Fax E-mail CONTRACTOR Name 1 ,� Q.C.t�l i✓Z 1%oM2$ Address City CA C D State ZipJ377.3 Phone 'E%/_ 6f?2— Fax 21?/` 37153 E-mail Lic. #hyo Classe y ARCHITECTIENGINEER Name Address — City Zip Phone Fax E-mail State License Number APPLICANT NAME Name EXe e a r/e— h6ne5 Type Const. Address 30112 Cs l mck Page City( A,;CD Planner state ("dr. �p%Sy73 Phone !Q41, / D Fax ?A7� 53 E -mai �— /2!a e //WL APPLICANT SIGNATURE Ix For office use only: Zoning Flood Zone SRA yes No Occ• Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPS/ BIN # LOCATION AP# CY _ 00 -- C26 O Property Address L/ 760 O ; ne, CuM Citwf Cc Cross Street � �r✓; ��� %Gl, WORKER'S COMPENSATION Policy Number Carrier N hiring anyone other than license contractors, a cer0cate of worker's compensation must be shown at the dme ofpwn# Issuance. LENDING AGENCY Name _. Address Description or Scope of Work: 13 X36 Oeck Sq. -Footage - - Structure Built without its ❑ Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS V K:IFORMSIBUII-DING F0RMS1BldgApplSubRgmts.doc Page 1 of 2 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 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 Received b-� Amount: Receipt M O I Date: SRA Sheriff SMIP Other REV 7-27-04 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 ,ems Proposed Building Use: \ 6 y Permit Technician: C& -: Date: Items required in order to'apply for a permit. All boxes MUS• - e checked OR marked NA in order to apply. I i'J 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. N 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 \,.Re,m�ningmaiitems 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 ❑ 16. Fire Sprinklers............................................................................................ .bl 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.................................................650 �j 20. Fees as shown on the attached Schedule of Fees Due Sheet.... d.. ............... ❑ 21. City of Chico Plumbing permit........................................................................ \❑ 22. Site plan and business license approval from the Ciy. of Bi s .............fir \ ❑jN 23. California Department of Forestry plan approval paid. )� 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:...... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ N26. NPDES Form............................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone "'t EJ _/ y / and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: ly ' S 1. Index permit application fore -above items numbered: Plan Check Letter i items required e 05 ontractor signer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: - I -DIS actor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Structural reviewed by Date: //;2/'/ Z/----8tructural approved by: Date: Note transfer by: Date: Yellow: Building Divi 'on Department of Public W..Orks C o u n t y. of Butte LAND DEVELOPMENT DIVISION J. Michael Crump, Director storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 53.8-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THA�d 9 ACRE] Project Description: )0-0 Project Location and/or Parcel Number: By signing below, I, the. project ownerlowner'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 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: 110 JUN 29 BUTTE COUNTY 2005 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 REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Name — Execvf;✓e- ko np-s Last Namefirst yr ®CC' Name 4e M Address76 ;na lLlln ICU. City Fax ` 2l 53 E-mail q Phon WIA g7/_ d yo? Fax E-mail CONTRACTOR Name — Execvf;✓e- ko np-s Address � Es ja'n' l30 City State OA Zip 93 7;7 3 Phone 8%�' 6�V ? Fax ` 2l 53 E-mail Lic. #'�yo 3-g3 Class i ARCHITECTIENGINEER Name Address city Zip Phone Fax E-mail 7 State License Number APPLICANT NAME Name lkllies Address 3012 Cs. lu re CityState PhoFaxlE KO Page NZPi.V73 m3b sQC'CDGC6c%_ APP (CANT SIGNATURE ix For office use onl : Zoning Flood Zone SRA res No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: wvr-m rVK sUtsml I TAL REQUIREMENTS K:IFORMSIBUILDING FORMSIBldgApplSubRgmts.doc Page 1 of PERMIT NO. BP p5/ BIN # LOCATION AP# —)00-060 Property Address 1/760 .�ti��� ��, city�ti�co Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a cerdflcate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name �..._, Address Description or Scope of Work: I X 36 064� E Sq: Footage _ - .... IJ Structure Built Wthout 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 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 Received by- V A 2, Date: Q'3 Amount: Bldg Receipt M SRA Sheriff EISMIP Other Total REV 7-27-04 4 CDF FIRE SAFE REQUIREMENTS AP# 017-100-060 PERMIT # 05-1612 NAME: Wood -Murphy Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are T 11 Jl minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (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] Grade. Not to exceed 16 percent unless paved. I Driveway Radius R [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet T 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. [X] 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 T feet radius. K [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. T Gates x [X] 1 . Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M 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. N. S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 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. [X] 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. Disposal shall be completed prior to completion of road construction or final .building permit inspection. 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [] CDF FIRE SAFE REQUIREMENTS AP# 017-100-060 PERMIT # 05-1612 NAME: Wood -Murphy Under authority of Public Resources Code Sec. 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 may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [XJ Surface. All driveway surfaces and structures (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] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] 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. [X] 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 radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be_a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 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. Gates (X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2 3. 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. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. . C D F Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. (X] 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. (X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 06/29/2005 Darren Read Date Signature C D F NOTES RESIDENTIAL PERMIT NO... 017100-060_---L _.__. _ 05-1611 MURPHY/WOOD, ANNE & TIM 4760 CHINA CAMP RD, CHICO Cont: EXECUTIVE HOMES DETACHED GARAGE 05-1`is Pick SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f t ' t t JOB FINALED (Date) a; �,., Signature , = OK =Not OK = NotReadApplicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except It'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;-/ P 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date CKS, COVERS, CARP TS ns) OK except It's Zoning Requirements-Setbac - asements 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. Cgrports; Windows -Doors 7 metric rmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 1 . 2!W Shthg-Roofing 1 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 -L 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. Gmd.-/ P' 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 -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 -6-1 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-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI 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 #'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 -Botts 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 (FF.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 InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP051611 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/14/2005 • APN: •017-100-060-000 the Business and Professions Code, and my license is in f I force and effect. ` 45. License Class : 0—LAI License Number: Site Address: 4760 CHINA CAMP RD..CHI Date: I (' G ontractor. �PCC� I ue_ ('�U Map Index: Description: garage (720) OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code:, Any city or county which requires a Owner: MURPHY, LEO AND ROSLYN M:• - : •-• ••• •- •• • :. permit to construct, alter, improve, demolish, or repair any structure, prior: to its issuance:: also requires the applicant for such permit to file. 6L ; t: `• t ^' •` signed statementtl bif`he or she is licensed'p6iisuarit to'the.provisions;of.' 4760' CNINA CAMP RD the Contractor's State License Law (Chapter 9 commencing with Section 7000):'of Division 3 ohthe Business and Professions Code) or that he ors r`.1 I A she, is exempt therefrorri'and the basis for.the,•,alleged; exemption; Any : 95928 A violation of Sectjon-7031.5 by any applicant fora permit subjects the, ' 530-899-0118 applicant�to;a ,civilyperialty, of not more than five hundred dollars($500).)'_ ❑ I, asowner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not _ .int@nc(ed or..offgred„forsale,(Sec.,7044„Business and„PrQfessioffs„ "Code: „„ .,,,,� „�,,, ,,,,,,,,,,,,•, •,, y_.. ,-„__ •,,,,,_,__,,, , .�_,,,.-.a_�,.w.,,.- ,,,., µ,y „„ _, _.. The Contractors' State License Law does not apply to an Applicant: EXECUTIVE HOMES ,.owner•of.property who:builds or.improves thereon, and who does such work himself or herself or through his,or her. own employees, provided,thatsuch impro%vements are not intended or•,offered for 3042 ESPLANADE sale. If however, the building or improvements are sold within one the have CHICO, CA 95973 year of completion, owner -builder will the burden of proving that he or she did not build'or improve for the purpose -of (530)891-6992 sale.). ❑ -. I, .as. owner_tof.;the,<property,^.am,.exclusivel,y::contracting..with. licensed contractors to .construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does r not apply to an owner of property who builds or improves thereon, -.and who contracts for, such projects.with_a contractor(s) licensed Contractor: EXECUTIVE HOMES pursuant•to the. Contract ors' State License. Law.)., • �, w. ” ” ❑ . I am Exemptunder Article 3_of the Business and.Professlons.Code 3042 ESPLANADE CHICO, CA' ' 95973 Date: Owner:' (530)891-6992 ” `WORKERS':COMPENSATION DECLARATION ffi I hereby arrl:under'penalty of perjury one of the following declarations. License #: 640583 ❑ 1 Kaye a4'Wiil,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.Architect: I have and ,will 'maintain „workers' compensation -insurance, "as• required Section 3700 the Labor Code, for the . Engineer: _ » .by performance of the:work,for which this permit is issued. My workers' compensation insurancce-.carrier and policy number are: /� Carrier: (�� C (�` /�-e ( a rywo A ' �7 �, Total Square Ft: 720 S.F. V Policy ti: F / �� Le ] o ,� Valuation: $17,280.00 .. T- ....•..,, . •... ,.•,., ., •..•... ,.. •.• � ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, •I shall not employ any 'Person in any manner so as to become subject to the, workers' compensation laws of California. /12 9 and. agree that if I.should become subject to the workers' _T compensation provisions of Section 3700 of. the Labor Code, I shall forthwithcomply with those provisions. • t .:. _ - .. O l Y/, Date: / �,2 tV "�'J Applicant: _ r`. * WARNING: =Failure to secure workers' compensation coverage is unlawful; and'shall`subject an employer to criminal penalties and one hundred thousand dollars ~($100,000), in addition.. to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and.attomey's fees.,:. ,. .:... .. .. _ .. .. CONSTRUCTION -LENDING AGENCY .. This permit is hereby issued under the applicabfe provisions'of the Stine Cnunt C,odo anrUpr I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolu ' to dco work ' dicate ab ve for which fees have been paid. Name: i Date -1 P RMIT EXPIRES ON: Address: Date O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of,hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify,that.l have read this application, that the above, information is correct, and that I am the owner or the duly authorized agent of the owner: ,l agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any officialformor document of Butte County. I hereby authoriie representatives of Butte County to enter, upon the above mentioned property for inspection p Print Name:` Jl% Signature: Date: 0 Owner 13 Contractor Agent for Owner O Agent for Contractor BUTTE COUNTY JUN 2 9 4Q05 DEPARTMENT OF DEVELOPMENT SERVICES BUILDING'PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24-HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE M (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name r0AV �VsCO first Nam Address D G'h,'�a Olin City J ,C� f State Zip Phon„ Q _D. 1 Fax E -mai CONTRACTOR Name —Ewcc*'e__ 'Tt7 >YtQS Addressv L C 6 � K S czyt� City StateN Zip 5 Phone ��� f D Fax E-mail Lic. #/ G7S&3 Classe y I ARCHITECT/ENGINEER Name F eC W t ✓e_ Address Cdy State Zip Phone Fax \ all State License Number APPLICANT NAME Name F eC W t ✓e_ A"J Address .6 LO' •W yin l City it L b Page State /I A Zip '5y7 Phone `fit”/– /) Name Y�. Fax E-mail Ille 7 —APPLICANT SIGMAT E fX _._. For office use only: Zoning Flood Zone SRA . ve No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP BIN # LOCATION AP# 017-100-066? Property Address City Cross Street C�� ✓, & r� WORKER'S COMPENSATION Policy Number L/^ I ,3l 3D 2 I '1� Carrier r Lrn % ,,,,-,I If hiring anyo e offer than license contractors, a Gerd lcate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY _ Name Y�. Address Description or Scope of Wo Z �. k' 30 Odaehed 4 � Sq. -Footage fol o– Structure Built %vithout Permits ❑ Proposed Change of Occupancy (Note previous use): K:IFORMSIBUILDING FORMS1BIdgApplSubRgmts.doc Page 1 of 2 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 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 Received b Amount: 2 I Bldg SRA Receipt #: (. I Sheriff 1 I� SMIP Date.(��/ Other OVER FOR SUBMITTAL REQUIREMENTS U',2 REV 7-27-04 CDF FIRE SAFE, REQUIREMENTS AP# 017-100-060 PERMIT # 05-1611 NAME: Wood -Murphy Under authority of Public Resources Code Sec. 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 may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (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] Grade. Not to exceed 16 percent unless paved., Driveway Radius [X] 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. [X] 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 radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 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. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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. Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 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. [X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [] 06/29/2005 Darren Read Date Signature c n F OA 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 REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Name 'VAIva Address 30 u 2 S first Na Addressn 0 G'h,�a Cinrd CityC '� Phone ;37/3 D F?O? State Zip 75j:2,?Phon '-I n Classe Faxes E -mai Q� CONTRACTOR Name QCLfive, ^S Address 30 u 2 S G City 7Ca State — Zip 5 Phone ;37/3 D F?O? Fax /�� 875 E-mail Lic.#/ v� Classe APPLICANT NAME ARCHITECTIENGINEER rnel Address 136Y"?, EJ Address City il 1 C6, City State Zip Phone Fax ail State License Number APPLICANT NAME Name E &4( ve_ rnel Address 136Y"?, EJ 141, City il 1 C6, Map Book State �A �/7� Zip f5- f 73 Phone '3 /_ ?,7� ADate Approved. lax ,8;73l3 E-mail oAm ,5 v J9 58L oA1 e7 For office use onl : Zoning — Flood Zone SRA ve No Occ• Type Const. Subdivision Name Map Book Page Lot # Planner ADate Approved. VVER FOR SUBMITTAL REQUIREMENTS K:IFORMSIBUILDING FORMSIBldgApplSubRgmts.doc Page 1 of 2 PERMIT NO. BP :::>'5-/ BIN # LOCATION AP# 017-100-060 Property Addre760 (N A A 6M r,- Clty�� Cross Street �(r /k a. WORKER'S COMPENSATION Policy Number -. / 3/ ,3D,�? Carrier E% er.I 6 If hiring anyo e o er 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 Wo 21/)(30 Q� Sq: -Footage Wo ... _. -- 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 required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b Amount: 2 Bldg V - n ✓� lfam _6SRA Receipt #: Sherif( (J SMIP Date' Other /r Toll REI/ 7-27-04 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: ' " ' ASSESSOR PARCEL NUMBER Proposed Building Use: ��Permit Technician: CSL' Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \�� 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 Aj 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.) /V 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .t] 17. -Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ - Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required..............................................134?............ 20. Fees as shown on the attached Schedule of Fees Due Sheet........... 4 ^�'3 ��.._,... T 1 ❑ 21. City of Chico Plumbing permit..................................................................... �❑ 22. Site plan and business license approval from the City of Biggs .............................. �,,]1 23. California Department of Forestry Ian approval -B 80-. Sent�f:e�....7..p. 6 - �.-5 K. G. �/v 24. Planning approval for (A) Use:(B)Parking: (C) Parcel Check:....✓...... 0?-' \ O 25. Contact Land Development about _Improvements, _Drainage ........................ �❑ /n/ 26. NPDES Form...............................:............................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number........... ................................ ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction......................................................... .......... .... ""............... ❑ 35` ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: �� When issued Telephone 7�� �" "7 B �� 19 9 Z and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: '� �,y=� �� `Y �'_ Date:Sr- 1. Index permit application for the -above items numbered: Plan Check Letter 2. Additional items required ontractor, esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: - -05 on c or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division . FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE B9. BASE FLOOD ELEVATIONS) Important: Read the instructions on pages 1- 7. B5. SUFFIX SECTION A - PROPERTY OWNER INFORMATION EFFECTIVEIREVISED DATE For Insurance Company Use: BUILDING OWNER'S NAME 060007CO5375 Policy Number Tim Wood /Anne Murphy 6/8/1998 A BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 4760 CHIA CAMP ROAD CITY STATE ZIP CODE CHICO CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUTTE COUNTY APN: 017-100-060 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ff necessary.) 24 x 30 DETACHED GARAGE LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( W - ##' - ##.##' or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 133. STATE BUTTE COUNTY UNINCORPORATED 00617 BUTTE CA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 060007CO5375 C 6/8/1998 6/8/1998 A 438.0 til U. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): A ZONE DETERMINATION B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B_12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construdion' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/Al -A30, AR/AH, AR/AO Complete Items C3. -a-4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. u Datum N/A Conversion/Comments NGVD 29 Elevation reference mark used BC1214 Does the elevation reference mark used appear on the FIRM? ❑ Yes ®Noti; o a) Top of bottom floor (including basement or enclosure) 444.V. 50 ft.(m) �•�~-- �••`,' . `; 4 o b) Top of next higher floor n/a . _ft.(m) `� Ms`s a7p� -• o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) N y o d Attached garage (top of slab) WA. ft.(m) E " o e) Lowest elevation of machinery and/or equipment w vgz.ti servicing the building (Describe in a Comments area) 447.0 ft(m)E o f) Lowest adjacent (finished) grade (LAG) 441 .21 ft.(m) z' ._'fir` s: `p'�y^� o g) Highest adjacent (finished) grade (HAG) 444. 33 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A 8 rKn ,; o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. an) � .� SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION _r This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation.information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. t understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME TIMOTHY C. WOOD LICENSE NUMBER R. C. E. 61779 EXP. 6/30/205 TITLE REGISTERED PROFESSIONAL ENGINEER COMPANY NAME THE ENGINEERING GROUP, INC. ADDRESS CITY STATE ZIP CODE 1250 EAST AVENUES TE. #10 CHICO CA 95926 NUNAIUtj DATE TELEPHONE (L 6/21/05 530 899-0409 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 4760 CHINA CAMP ROAD CITY STATE ZIP CODE Company NAIC Number CHICO CA 95928 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS C3(A,B) - HOME SITE OUT OF FLOOD PLAIN, LIMITS OF FLOOD PLAIN APPROXIMATELY 50 FEET TO SOUTH EAST. C3(e) - EST BOTTOM OF ELECTRICAL UTILITY SERVICE PANEL 447.0 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the hest of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME TIMOTHY C. WOOD ADDRESS CITY STATE ZIP CODE 1250 EAST AVENUESUITE #10 CHICO CA 95926 SIGNATURE L DATE TELEPHONE -8/65- C r'zi I ° 530 8994409 ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or community4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Department of Public Works �.���j", n B t i t t e C o u 'n t y o f I o LAND DEVELOPMENT DIVISION '• =" ® ). Michael Crump, Director ;) ® Storm Water Management Ce Program 7 County Center Drive \` Oroville, CA 95965 (530) 538-7266 �Ll \Vq (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 9 ACRE1 Project Description: Project Location and/or Parcel Number: -6L2 By signing below, L the project owner/owner's agent, certify that this project WII.,L 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 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: C®F FIRE SAFE REQUIREMENTS AP# 017-100-060 PERMIT # 06- 0799 NAME: Wood Under authority of Public Resources Code Sec. 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 may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X) Surface. All driveway surfaces and structures (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] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] 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. [X] 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 radius. " [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [Xj Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [XJ Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [Xj 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. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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. C D F . mik Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [Xj 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. [ j 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. 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: L3 Metal or no doors on side toward property line with insufficient setback L3 Interior automatic sprinkler system per NFPA 13D o Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials May 18, 2005 Date Darren Read Signature c D F Af NOTES RESIDENTIAL PERMIT NO. _ 000-060 05=16 ,...-._.�__ - Y..,ti .. ,. .l WOOD/MURPHY'' 4760 CHINA CAMP RD, CHICO . . - Cont: EXECUTIVE_ HOMES - NEW M/H PERM FND tZr,G/k (; I W6 �r 4 SPECIAL CONDITIONS CHECKED • BY SRA _ FLOOD CERTIFICATE REQ. " FIRE_SPRINKLERS REQ. SPECIAL INSPECTION ITEMS J �I. VERIFY g ,USE.PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CQ/)4,,- PC") 3 .,JJOB FINALED (Date) Signature='� = OK =Not OK = NotRealiMOBILE HOMES = Not Readyy Date MOBILE HOME UTIUT1ES (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. EY_Ctricity; Location-Clearances-Gmd-/ /Amp -Concrete Gas; Location -Test -W, rap;-/ /" L'ft. / P Nat or!3or L "ftJ ( '/f -LPG . 7. Well Clearance 8; Disconnect 8. Vility Clearanc for- Dater, OrDater, 15- p j Card 13-11Date Card B-1 Date Card B-1 Date Card B-1 Date M004M HOME INSTALLATION (Plans) OK except #'s Zoning Requirements -Setbacks -Easements r!"Footin s; Size -Spacing -Marriage Line C3as; MH Test -Demand -Valve -Connector Wricity; MH Test -Crossovers -Breakers -Clearances 5r' -Drain; MH Test -Fall -Flex Connector RO"Water, MH Test-Regulator-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Ro�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) Line MH Test 7. Water and Sewer Connected and Electricity Tagged 914 � 1241ense Decals 1 i!Gerify #'s with Office Date G, -O Card B-1� )' Date Card B-1 Date Card B-1 Date Card B-1 Wo r r��--JL FK (17 9 -5-6 �S- Ir i S i 1 f ec-t w --a 7/ ti/6-5- 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. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. tight Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK > = Not OK = Not Appriable = 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 Cana 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 Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes O 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 #'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 -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiftration-Walls-Windows Date Cana 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.El.)-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 InstldJDrive D Yes 0 No/Walks D Yes 0 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891=2834 (CHICO)" OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. D S License Class: t�(i— License Number-.QYII '' �3 Date: 0,Contractor:�y�Gi./17 Pe1n^.r_O OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior, to its issuance: also requires the applicant for such permit to file -a` signed`statement that'he or she is licensed`pursiiant to; the provisions of. the'Cdntractor's Siate License Law (Chapter 9'6ommencin6 with Section 7000)'of Division 3 of,the'Business and Professions Code) or that he or she is exempt therefrom'•and the basis.for;theialleged exemption. Any violation of-Sectio6i7031.5 by any applicant fora permit•subjects the applicant;to a civil penalty of not more than five hundred dollars ($590).): ❑ I, as -owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not . inter)ded, o_r,:o(jered„[or.sale..(Sec.. 7044,;j3usiness„and ,Professions.,, -` Code: The Contractors -State -License Law does not apply to an owner: of.property who builds or, improv,.es 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 u :•sale. If however, the building or improvei'A6nts are sotd within one year of completion, the owner -builder will have the burden of proving that he-or,she did not build' or improve for the purpose of sale.). ❑.,,, d,., as. owner...of.,,tbe..,property,,..am...exclusively.,,contracting ,.with., licensed contractors to construct. the project (Sec. 7044, Business and Professions Coder 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.). ❑ �• I am Exempt under Article 3 of the Business, and Professions Code Dater Owner: WORKERS' COMPENSATION DECLARATION. I hereby affirmurtder 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 workerst compensation insurance, as required by Section 3700 the Labor,Code, for the.performance of the work.for which this permit is issued. _My workers' compensation insurance carrier, �,,, and policy number are:: . Carrier: 6n2 0,*s — 0 �� Policy #: I A/ ❑ 1 certify that in the performance of'the work:for which this permit is issued; 1. shall not. employ any person in any manner so as to become subject to the workers' compensation laws of California. and agree that if I •,should, become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith,comply with those provisions. Date: 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 code,_interest,,,and..attomey''s,tees. „.,...,. CONSTRULENDING AGENCY LENDINAGENCY I,hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) PERMIT NO. BP051610 Issued Date: 07/14/2005 APN: 017-100-060-000 Site Address: 4760 CHINA CAMP RD. CHI Map Index: Description: new mh, ex site, prlri'fnd(2551') Owner: MURPHY, LEO AND ROSLYN•M.......,...,:,.,,.r.._.... 4760' CHINACAMP RD CHICO, CA 7. 95928- '..... 530-899-0118 Applicant: EXECUTIVE HOMES 3042 ESPLANADE CHICO, CA 95973 (530)891-6992. Contractor: EXECUTIVE' HOMES 3042 ESPLANADE CHICO,'CA 'l 95973 (530)891-6992 License #: 640583 f ^' Architect:. >. I Engineer: Total Square Ft: 2551 S.F. Valuation: $165,815.00 Census Code: 3by issued under the pplicable provisions of the Butte County od; wprrk indi t d abo for ich fees have been paid. M /L� ` / L Address: PERMIT EXPIRES ON: a� (Date) O I herebycerfify that the. use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which 'regulaW the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project: O Attached are copies of the required E.P.A. notification forms. I hereby certify, that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and'state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: RY'—,Gu CL fL� Signature: Date: I(t� 0 Owner ❑ Contractor --Agent for Owner 0 Agent 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 REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER CONTRACTOR Last Name first Name ,,m A,,e 76 Ch �� [�a Address�t City 1 Ch i c o State C Zip 93�a 8 Phone 8Qj.. o {yD [� Fax E-mail f"'J— --6p— CONTRACTOR Name e CV f i vQO/�725. Name Address 3©y� 4,4A cryN �' co City state zip95j73 Phone l 69�� Fax Fax O / j_ 8753 �E_-mail�� lbo In bV k Lie. gyp, y3 1 Classed% APPLICANT NAME ARCHITECTIENGINEER Name Address 3i�yo� ES Address City �li,'ev City State Zip Phone Fax E State License Number APPLICANT NAME Name 2 r'✓�rn>S Oce. Address 3i�yo� ES Subdivision Name City �li,'ev Page state Tap `5el73 Phone g9/- 699 Name Fax E mait..10MI + y 573br 5$ L1016T 1. /l�e APPLICANT SIGNATURE X� For office use nix: Zoning - Flood Zone SRA ves No Oce. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. , BPo5--/6/a BIN # LOCATION / //--�� AP# 01 _ / v0 — 060 Property Address / 7bo d,na �M r� 7 City (11Ai C Cross Street WORKER'S COMPENSATION Policy Number F 3 e130 Carrier I 2lS n OMP If hiring anyone othilir than license contractors, a certificate of worker's compensation must be shown at the time ofpermit issuance. LENDING AGEN Name Address VvLK FOR SUBMITTAL REQUIREMENTS U K:IFORMSIBUILDING FORMS1BldgApplSubRgmts.doc Page 1 of 2 Des ri tion or Scope of Work: ew m4n., e !S", 4 -eri'1. -9,., i opt 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 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 Received by�� Amount: 7, —,ff Receipt M. , �01 Date: I 2l %6 Bldg ,_®y 9 v SRA Sheriff SMIP .18 11 Other Cf Z Tntni REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV1S►ON, 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax,(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (/" �/ ��rASSESSOR P CEL NUMBER ©/ OL� Proposed Building Use: ��H/ S�%� ��" Permit Technician: Date: l Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. t j 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. N 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. !V--�---.- .------- �`" ❑ 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 inview upon receipt of the following items.) ( 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. 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........................................................................ \p 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit......................................................................... ❑ 22. Site plan and business license approval from the City of 5iggs ...... ...................... G�2 \ , a.t,l 23. California Department of Forest pl n approval aid. Sent b�jf�' �❑ j4 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:...(.... d \ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ E26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits........................................................ ❑ De_g,d Restriction..........................................................r. 7 ........ :............... 35. `legal description, ❑ M.H. Title, title search, registration or MCO)....................... ❑ 36. Other: ❑ 37. Other: / /� When issued Telephone - C�Cy77�/GT lQ9� 69f d2hold for pickup. I have been -informed of the above items and requirements for obtaining a building permit. Applicant: \ Date: 1. Index permit application for tie abov 'terLs autnbered: Plan Check Letter tional items required ntractor, esigner, owner, was advised of the above data by Vphone, ❑ mail, ❑ counter, by Date: 17-7-1-05 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Dale: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES W eb site: www.buttecounty.net/dds OWNER AT. # D� 7— 4O�/ D�V PROPROSED �LDING USE /V �w « S' �TZ� FNj > DATE r RECEIPT # 1.UILDING PERMIT FEES --- al Due ..................... $ ?22_� 9n --- EMA Flood elevation review ... $ f % - Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES C�C (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units mercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. n,,n 6VDECREATION DISTRICT FEESaid at Recreation District Office) (form available after'Plan Check) /`/ 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ RTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE. INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $ (paid at BuildingDivisika)a 8. SMIP ( %� 9. OTHER 10. OTHER 11. OTHER DATE REC. 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 during the plan checking process. APPLICANT DATE . (Z 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. 3/05) ox\ Department of Public Works County of Butte ° J. Michael Crump, Director LAND DEVELOPMENT DIVISION O Storm Water Management Program 7 County Center Drive Oroville CA 95965 Av@�_r�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [1 ACRE OR MORE 1 Project Description: Co -,A) Mao( )� �-�-t212ec� Win && Project Location and/or Parcel Number: m • r By signing below, I, the project owner/owner's agent, certify that this project will disturb 1 acre or more of land and that I, therefore, need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board and obtain a Waste Discharge Identification Number (WDID#). 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 will provide the issue date and the Waste Discharge Identification Number (WDID#) that is provided by the California Regional Water Quality Control Board for a Construction Storm Water Permit on this project: ❑ Date issued ❑ WDID# I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: (2 2 I Acre or more NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 10/13/04 W&J School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. /�Po57/ /00 Ob42liction: Q City L/ County LocatiordAddress AJ CA -Y" Property 00 Subdivision Lot No. Residential Development Q ► r I Q Q I Sq. Footage No of Living Mobile Home ': Addition/ Supplemental to (Group R) Units Installation Conversion Permit # . ................................................................................................_.... *(No foundation Inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) Building Depkif6nt Representative Date District Identification* No. N] Pr fi 0-11" l_ , m School District certifies that c (Applicant) (StrA t Address) (Phone Number), (City) (State)(Zip Code) --yy has complied with the requirements of Resolution No. 6zt��-Q by payment of $ %Il representing S I square feet. 2926 $ z FULL MRIGATION $ School District Representative Date Paid by Check # ) Remarks: v Nndc You may protest the Imposition of the fess Identified above by submitting a written protest to the DWbkt, In compliance with Goven ment Code Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a tinialy written protest wlil'prohlbit you from challenging the Imposition of the ken In any court action. lf, subsequent to the School Disbict Representative signing this Butte County Schools Impact Fes GrtlHgtion Form, the School District Is rON ed by tiro applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mi %Wo.lts Impact on the school disbictlt schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/031dmm • 'BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM , ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) r ARADISE RECREATION —AND -PARK DISTRICT (PRPDY ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 0/`7-100 X060 Property Owner (s) Gfl60>� lav Building Permit Number -3- M Project Location /Address Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development XSingle Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi-F–amily Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Buildhrg-15epartment Representative �_ Date 0 FRRPD ❑ CARD -�ORPD 0 DRPD certifies that: 451, t,�_01/- Applicant Name Phone Number Mailing State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. G L/ by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: Paid by Check No: Paid by Cash: Park ...-,. .'I" I,. r,n _ rno*ee�.....a. _.oma 0-4—d fnr rev I Am per unit for a total of $ _ per sq foot for a total of $ i1c) Receipt No: �/2-mss Date STATE OF CALIFORNIA OF - BUSINESS, BUSINESS, TRANSPORTATION AND HOUSING AGENCY " DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDSISTR REGISTRATION AND TITLING PROGRAM '-oj . STATEMENT OF FACTS This unit is a Mobimtorme ❑ Comnercral Coach ❑ Floating Home ❑ Thick Camper Decal (License) No.(s) Trade Name Serial No.(s) Tradition ]/We, the undersigned, hereby state: Dealer Report of Sale # The above described unit has been placed on an approved foundation system in accordance with 18551A of the Health and Safety Code. I/We firrther agree to indemnify and save harmless the Director of Housing and Community Development, State of ' Califomia, and subsequent purchasers of said unit, for any loss they may suf er restihing fiom registration of the above-described unit in Califomia, or from issuance of a Califamia certificate of tide oovering the same. We certify under penalty of perjury that the foregoing is true and cored. Executed on June 10, 2005 Chico CA (Date) (City) (Stale) Signatures) Printed names) Ra uel • Pe cutive Homes Per Executive Homes Address 3042 Esplanade City Chico CA State HCD 176.6 (REV 12100) 4 CDF FIRE SAFE REQUIREMENTS AP# 017-100-060 PERMIT # 05-1610 NAME: Wood -Murphy Under authority of Public Resources Code Sec. 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 may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (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. [XJ Grade. Not.to exceed 16 percent unless paved. Driveway Radius [X] 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. [X] 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 radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [Xj 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. Gates [XJ 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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. c D F R E Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 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. [X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 06/29/2005 Darren Read Date Signature C D F R E Q U I R E M E N T 0 FROM EXECUTIVE HOMES (WED)JUN 22 2005 14:09/ST,14:07/No,6800798195 P i FLEETWOOD HOME CENTER EXECUTIV1E HOMES 3042 ESPLANADE, CA 95973 530.891-6992 / 800-346-6992 FAX: 530-A91-8753 E -MAI L:cxhomcs@sbegIobul,nct FACSIMILE TRANSMITTAL SHEET TO; FROM: Curtis SchnuiT t Raquel Nose CON&PAN Y: DATE: Butte Co. Building Department 612212005 2:05 AW FAX NUMBER: TOTALNO. OF PAGES INCLUDING COVER: 538-2140 7 y PHONE NUMULR kls: AP # 017-100-M El IJRGFNT ® FnR RFVIFW EZ PLEASE WMMENT 13 PLEASE REPLY ® VLEASE RECYCLE Here are the documents from the Assessors office on Lha old mobile hams, am I going to be able to pick up the school fee & remotion forms? !Raquel (L I 4 N GOD I C16 MISCELLANEOUS BUILDING RECORVA' PARCE,�. r o. "A' ODIZES S mEcr ora s 1,fri u-scRipriom OF Size ro V'n d. Wall B Exterior fpd Floor a Interior Delvil Lott Y i!- type Cover or PO PI 2e• 77 ne.: L:7 x 7 Jul lu iAlr- /0 x �_ f4p "t's ItO 00, f- cit -r-0. -3/ 'Nt71Gbi&S CO U TA r /0 M -ape Ap p r a is e r - iKOR 7 — 9-1 unit A?.*C. N u1mil, 'I Cos/ Arvc i —'.JV.D. Cos., I —cost 3 3e' L. C. JV. Cos J -:0 . ..... 7z- 7' 160 Total p/ /24 q 7 iiA. C -z -c Coo C. JV, I un if C13 FROM EXECUTIVE HOMES (WED)JUN 22 2005 1419/ST.14:07/No.6800798195 P 3 >� o o W chs ® a A sa � � � - - m 3► � � s a° �7 Vi RE 4 Al. w A 7 �dD — 1 t l! q I j SITE PLAN REVIEW APPLICATION Date: 'q/�L / AP# Q/ 7 -le -0Cv D Permit Number (if applicable) 0 APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: . Situs Address: Proposed Use: v , nn /Parcel Size: 4j PGI /. �2_0 Q oi-s Residential ❑ New Single Family Residential Single Family Adoition ❑ Single Family Remodel Mobile Home�Ct © 5' 'i& /d Residential Accessory 64-05 60- ��r/ 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): ❑ Commercial Remodel <5 ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a 9s9",24 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date a! 41E r-� Page 1 of 5 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) �G ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) qZj SRA - (CDF to determine specific requirements) c/ 100 -Year Flood Plain: (See attac ed) • Flood Zone: A • Flood Panel No.: a. , p 7C �SC.Tndex Date: ❑ 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 El Minor Variance ❑ Administrative Permit ❑ Variance ---------------------------------------------------------_----__-- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Front Zoning Code � , Streets & Highways Fire Prevention 3� Subdivision Map Side ` 3Q Side Street Rear 0' Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ -.Fire ❑l School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other , Amount 5`' Formula L --------------- 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 ❑ 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 County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El 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 Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Mat): Map Date of Recording: -6%q 7,2- Lot: Book: -Z Page: ❑ Use Permit/Minor Use Permit Permit Number: 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 El Page 4 of 5 0 0 W 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. C:U-Us\Building Permit Site Plan Reviewl.doc Page 5 of 5 QO515 Of QeL•'r-/n9 THE OASIS .1DEAR/N6 FOR rq/S PARCEL MAP IS 1Ne NOR rN L/NE OE PARCEL /, Of PARCEL /YAP FOR W/LL/AM W. G/8SO", SA10 NogrN LINE Sf/OWN AS 53.9'26 'O/•'E ON MqP F/(EO /N BOOK 37, P. M. AT PA6E 34. Legend 0 TNOICRTE.5 FOUNO IWXXOq P/PE L.5.2893 O i.VO/CATES SET J/f-I.eaV N/PE L. S. 2643 2489 T9\ S d'3i 'ao NagTN L/NE PARCEL / PARCEL MAP, BOOK 37, PAGE 30_ S. E.Le.�... S.c�+-�/.en /B f .Ind ro<q -nd =85y SURVEYOR'S CERTIFICATE This map ., pr.Pared b, m under mr. dlreCl/en one roe c..Pfl.d from record data -and i, baud upon a field • rrer In confarmonce rl,n the requirements of the SUBDIVISION MAP ACT of the re qua.' of Annn S Mi.i�,y .4MLY 2B ,1972, I hereby cellr/r that It can/arms to the opp,a..d Ienlo/Ire map Ono I Condlllo.s of approval thereof. rho'*" rQ IAND+ provisions of .opplleable state for and Io aSY. k1a erdinonce. have been complied lr/ Licensed Lend SurNIZ ^, COUNTYENGINEER'S CERTIFICATE ENGINEER'S CERTIFICATE` This map has boon e.omined this LN dor of AJC. ,1972, for conformance rilh be requlremeel, of Soot/- 11373 of the SUBDIVISION NAP ACT. CLAY LASTLSO A.qY - R.C.E.-/ P2e rJl.ecio� P 6/,c W �.fa wort e10.. RECORDER'S CERTIFICATE Filed Ihb� der a1, I9 72, al A. In BoeeCEl NAPS or popa�'Lor he r.a..., of Cwnlr --se, SCALE I's 50 - Cou." of by "��,/ O.pulr SERIAL No 1/ 7/7 PARCEL MAP - FOR - Aj\II\IA S yl UFUIHY A PORr/ON OF f N.E. No Of7gE S.E. % SEC71ON/8 T 22 N 193E MO M BUTTE COUNTY CAL IFORA/LA JOHN W. HAMBY L.5 2843 'LICENSED LAND SURVEYOR 631 PEARSON ROAD PARADISE, CALIFORNIA 19 rz Y�� RECORDING REQ STED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded I Ufficial Records I County of I Butte I CMM J. GRUBBS I County Clerk-Recorderl I 01:36PM 19 -Sep -2M I REC FEE 10.00 CONFORMED COPY 1.00 KL 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. LEO AND ROSLYN M. MURPHY REAL PROPERTY OWNER/LESSOR 4760 CHINA CAMP RD. MAILING ADDRESS CHICO BUTTE CA 95928 CITY. COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP 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 95965 CITY COUNTY STATE ZIP 05-1610 530 538-7541 BMR�JT0. TELEPH NE NUMBFR •�,I.CSS SIGNATURIV OX LOCAL AGENCY OFFICIAL . DATE DEALER NAME (if not a dealer sale, write "NONE") DEALER LICENSE NO. FLEETWOOD HOMES 2005 7684F MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER WAFL531A/B/C18976 68'8" X 13'4"/66'X26'8" WAS0095675/6/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 017-100-060 HCD FORM 433(A) REV, 8/91 WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. d' S 06 1.6 4 The land referred to herein is described as follows: hll that certain real property situate in the county of Butte, State of California, described as follows: PARCEL A: Parcel 2, as shown on that certain Parcel Map filed in the office of i the Recorder of the county of Butte, State of California, August 14, 1972 in Book 42 of Maps, At page 84. PARCEL B: Easement to be used in common with others for road purposes And public ( utility purposes, 60.00 feet in width lying contigious to and Southerly and Easterly from the following described linea 'COMMENCING at the intersection of the South line of the Northeast quarter of the Southeast quarter of section 10, Township 22 North, Range 3 East, M.D.B. & M., and the centerline of Humbug Road; them-. said,puint of intersection along the centerline of Humbug Road, Noz h 146 50' Balt, 280.44 feet to the true point of beginning of the line herein described; thence frond said true point of beginning, South U 31' East 150.14 feet, thonce North 66" 02' East 180.09 feet; thence North 140 50' East 78.64 feet; thence North 28" 10' East 307.46 foot to a point which bears North 66" 22' 23" West a distance of 10,09 feet from the Northwest corner of Parcel 1, as shown on that certain Parcel KAP filed in the office of the Recorder of the County of Butte, State of California, August 14, 1972 in Book 42 of Maps, at -page 84. END OF DOCUM=NT A Description: Butte,C4 Dooua;ont-Y®ar.DocXD 2005-agso Page: 2 of 2 Order: 564 Commez1C: SECURITY MOBILE HOME SHOW/NORTH, INC. EXECUTIVE HOMES 3042 ESPLANADE PH. 530-69.1-6992 CHICO, CA 95973 PAY TO THE ORDER OF 30263 . 11-4286/1210 4095 _W0076004 DATE`S �f S DOLLARS Wells Fargo Bank NA a California wellsfargo com FOR n'00000 30 2 6 31► 1: 12 10 L. 288 21:: 017007P3 0 0 41I' N 30263 . 11-4286/1210 4095 _W0076004 DATE`S �f S DOLLARS Wells Fargo Bank NA a California wellsfargo com FOR n'00000 30 2 6 31► 1: 12 10 L. 288 21:: 017007P3 0 0 41I' Y71 V74 a C�anfr �.► �'d STATE OF CALIFORNIA TRANSPORTATION AND HOUSING AGENCY X HOUSING AND COMMUNITY DEVELOPMENT ISION OF CODES AND STANDARDS QFACTUREO HOUSING PROGRAM NUMBER: 7 .730543 =R CERTIFICATE OF ORIGIN K IF THIS 13 A DUPLICATE MCO -ENTER ORIGINAL MCO NO. DISTSISUTON: ORIGINAL (PINK) COPY 1(WHITE) COPY 2 (YELLOW) COPY 3(OOLOENROO) NCO 403.0 - Side I - (7197) l d E098610089'ON/d0: FORWARD TO TME INVENTORY CREDITOR. UNLESS THERE IS NONE, THEN FOAWAND TO THE PURCHASER (DEALER OR TRANSFCRCC). FORWARD TO TIIE DEP.ARTMENT.AT P.O. BOX 1025. SACRAMENTO. CA 06812.1625. WITMIN FIVE (S) DAYS OF RELEASE. DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNR TO ITS DESTINATION. TO BE RETAINED 0Y TME MANUFACTURER. b l IVZO: b l 5004 H W (( W s3WOH 3AINON3 W08J MANUFAGTURF HOME OR MULTI -UNIT MANUFAGTUREO HOUSING �( U SFD (SINGLE: FAMILY DWELLING) ❑ MUMH (MULTI•UNIT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS 3 COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF WASHINGTON, INC. #031 MP108246S MANUFACTURER AGGRESS: SUGGESTED RETAIL PRICE: 211 $TH STREET } , ''WOOj%ANb i WA 96674 9tree CI Stale 2i MANUFACTURER TRADE NAME: MODEL NAME ANDJOR NUMBER: DATE OF MANUFACTURE: TRADITION 7684E 2006 07/22/2005 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF, DEALER NUMBER OR DATE OF TRANSFER: SECURITY M/H SHOW/NORTH, INC. TRANSFEREE DESIGNATION: DEA: EXECUTIVE HOMES 92081 07/22/2005 DEALER OR TRANSFEREE ADDRESS: 0 2 NSPLANAD$ CHICO CA 95973 (city) SRAM Zi INVENTORY CREDITOR NAME: 21ST MORTGAGE CORPORATTON I ATT NY IEr/TORDYRVINANCE 3C 5620 MARKET STREET SUITE 100 KNOXVILLE TN CI State .00 37902 SECTION 18 MANUFACTURIM SERIAL NVAAOER NCO INSIGNIA OR "UO LABEL NUMBERIENOTH WIDTH WEIGHT INCHES INCHES POUNDS 1 WAFL531A18976-TR13AC WAS0095675 a92 160 26,500 ^` 2 WAFL531818976-TR13AC WAS0095676 824 lcft� 10,1900 3 WAPL531C18976-TR13AC WA �! /r TRANSPORTER NAME: BTSTAR SYST TRANSPORTER ADDRESS: 87 "OT'HWY. 84 C MCGREGOR Slate TX (zip) 76657 DESTINMION FUR UNIT 13ESCRIBEO ABOVE: NAME Stew (Cito 1 mmov ~ pv,64 d Pr)w L"w Mr Ieln no dr Sum d Colem" Qrl 51e stale two M we ane mnea E1e6Aade„ 07/22/2005 ., WOODLAND COWLITZ WA (Dlne) C1 ( hl 4 !Stool SIGNATURE Of AUTHORIZED AGENT:` i. �;��? !� •• DISTSISUTON: ORIGINAL (PINK) COPY 1(WHITE) COPY 2 (YELLOW) COPY 3(OOLOENROO) NCO 403.0 - Side I - (7197) l d E098610089'ON/d0: FORWARD TO TME INVENTORY CREDITOR. UNLESS THERE IS NONE, THEN FOAWAND TO THE PURCHASER (DEALER OR TRANSFCRCC). FORWARD TO TIIE DEP.ARTMENT.AT P.O. BOX 1025. SACRAMENTO. CA 06812.1625. WITMIN FIVE (S) DAYS OF RELEASE. DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNR TO ITS DESTINATION. TO BE RETAINED 0Y TME MANUFACTURER. b l IVZO: b l 5004 H W (( W s3WOH 3AINON3 W08J RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No., 04 -9 -SC LACate No.: CAIND0000.0958-0002- Tltae No.: When Recorded Mail Document and Tax Statement To.- Mr. u:Mr. & Mrs. Murphy 4760 China Camp Road CjCk;, CA 95928 .1 GRANT DEED Recorded 1 Official Records I Co$_ty Of CITMAM ,i. 6Rif69S I Recorder I RDMMRy DICKSM I Assistant I 09:02AN 15 -Feb -2090 i R1_C FEE 10.00 TAX 9.90 Cheryl Page 1 of 2 SPACE ABOVE TFQS LLNE I,OR RECORDERS USE The undersigned grantor(s) declares) Documentary transfer tax is $ Ci AO [ x computed on full value.of property conveyed, or [ j computed on full value less value of Ilens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Chico, FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Leo Murphy and Roslyn M. Murphy, husband and wife as Joint Tenants hereby GRANT(S) to Leo Murphy and Roslyn M. Murphy, husband and wife and Anne M. Murphy and Timothy Wood, husband and wife all as Joint the following described meal property In City of Chico, County of Ruga, State of California: See Exhibit W attached DATED; January 11, 2005 STATE OF CALIFORNIA COUNTY QF Butte ON 1 lI11 �9� before me, the undArrs6r;ed Notary Public personally appeared keg urphv and Roslyn M. Murphy personally known to me (or proved to me on the basis cf 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 exea&-d the sarrle in his/her/their auftrized 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 hand and official seal. Leo Murphy —" MAIL TAX STATEMENTS AS DIRtECTED ABOVE GRANT 135W Description: Butte,CA Document-Year.DoclD 2005.8950 Page: I of 2 Ordor: 564 Comment: JANET R. HERBERT comm. # 1351382 oCOUWy OF BUTTE Camra, EX91M Apcil 17, 2005 jAN, T R. HERBART (NIM. 0 1361362 Cp�TY OOF a Comm.fxPirm AP4117,loco t V�vl RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No., 04 -9 -SC LACate No.: CAIND0000.0958-0002- Tltae No.: When Recorded Mail Document and Tax Statement To.- Mr. u:Mr. & Mrs. Murphy 4760 China Camp Road CjCk;, CA 95928 .1 GRANT DEED Recorded 1 Official Records I Co$_ty Of CITMAM ,i. 6Rif69S I Recorder I RDMMRy DICKSM I Assistant I 09:02AN 15 -Feb -2090 i R1_C FEE 10.00 TAX 9.90 Cheryl Page 1 of 2 SPACE ABOVE TFQS LLNE I,OR RECORDERS USE The undersigned grantor(s) declares) Documentary transfer tax is $ Ci AO [ x computed on full value.of property conveyed, or [ j computed on full value less value of Ilens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Chico, FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Leo Murphy and Roslyn M. Murphy, husband and wife as Joint Tenants hereby GRANT(S) to Leo Murphy and Roslyn M. Murphy, husband and wife and Anne M. Murphy and Timothy Wood, husband and wife all as Joint the following described meal property In City of Chico, County of Ruga, State of California: See Exhibit W attached DATED; January 11, 2005 STATE OF CALIFORNIA COUNTY QF Butte ON 1 lI11 �9� before me, the undArrs6r;ed Notary Public personally appeared keg urphv and Roslyn M. Murphy personally known to me (or proved to me on the basis cf 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 exea&-d the sarrle in his/her/their auftrized 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 hand and official seal. Leo Murphy —" MAIL TAX STATEMENTS AS DIRtECTED ABOVE GRANT 135W Description: Butte,CA Document-Year.DoclD 2005.8950 Page: I of 2 Ordor: 564 Comment: JANET R. HERBERT comm. # 1351382 oCOUWy OF BUTTE Camra, EX91M Apcil 17, 2005 jAN, T R. HERBART (NIM. 0 1361362 Cp�TY OOF a Comm.fxPirm AP4117,loco COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER—M004-Y/ (/04-Y. W WD PROPROSED BUILDING USE C /� -Y� /� o /.]L 4� I. BUILDING PERMIT FEES --- Balance Due ..................... 00 --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. fig.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8 SMIP 9. DRAINAGE FEE 10. OTHER 0 C1 • 11. OTHER l04�? , A.P. # J1 -7 `00 —D6O DATE /I — U O'S_ RECEIPT II DATE REC. E1 At time of permit applica 'on, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d . g the ]an checking process. APPLICANT - DATE fl/e/011-3 Pursuant to Govemmen ode 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. 7/05) 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 material for construction of this proposed property improvement: YES [>4] NO [ ]. 2. I HAVE [�6] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: _ - PROPERTY OWNER: / /A^ wv n DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services �uTTF ADMINISTRATION * BUILDING * GIS * PLANNING a I: / 00 0 0 7 County Center Drive 0- Oroville, CA 95965 o C '` ` �°y 0 (530) 538-7541 Telephone U N'� (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perfonn their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confine that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte County Department ofDevelopinent ServiCCS 7 County Center -Drive. Oroville, CA 95965 (530,) 538-7601 Telephone (530) 538-7785 Facsimile o$AJTr�o a C0 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process .this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. ' I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved :Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance. is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these peimits/clearances will void the application. Typically other, required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: -- /') l U 60 -- 06 0 Applicant®`� �N' Building site address: T6 Z Ct-h QA_ Permit'No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SI;URE OF APPLICANT DATE v r......• e...,r.�eJFH/F�le r K:Forms/BldePetmitwithoutClearances020705 ..:���.w.. f Public works epartment o C o u n t y o f B U /— j� �.= E;✓ - LAND DEVELOPMENT DNiSION 9 ). Michael Crump, .Director storm Water Management Program 7 C6un-,y Center Drive y / Oroville, CA 95965 CO V VA"I\ (130) 538-7266 A Uc pP'LS (FAA 538-7171 National Pollutant Discharge Elimination System •(NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE11 Project Description: �--1 � � Project Location andlor Parcel Number: b0 ��Ory By signing�below, I, the project ownerlowner'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 W ater Permit from the State of California Regional Water Quality Control Board. Phased projets that contain c re multiple site build -outs of less than one acre but when combined m Wateth r Permit fromuent es total the State moof than one acre of disturbed soil will require a Construction California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality, Control Board for a project. that disturbs. one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Title: Date: Ow rLt=� l1l91o�5- FOiTNDATION SST -t ` j CERTIFICATE OF OCCUPANCY r=� BUILDING PERMIT NUMBER: 05-1610 Address or location of unit: 4760 CHINA CAMP RD., CHICO CA 95928 Legal Description of Real Property: AP# 017-100-060 SEE ATTACHED (x) Mobilehome/Manufactured Home () 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: LEO AND ROSLYN M. MURPHY Owner's address: 4760 CHINA CAMP RD., CHICO CA 95928 INSIGNIA OR HUD NUMBER: WAS0095675/6/7 SERIAL NUMBER OR V.I.N.: WAFL531A/B/C18976 MANUFACTURER'S NAME: FLEETWOOD HOME YEAR: 2005 OFFICIAL APPROVING INSTALLATION: DATE: q . �1 t b Cj 6 PHONE: (530) 538-7541 H.C.D. 513C NOTES RESIDENTIAL ` (p ,1 �S ✓ �./ f 017-100-060 _ OS 1385 PERMIT NO. _ ' WOOD, TIM C/ G� � `� � F' .. . �va, . / .14760 CHINA CAMP RD, CHICO _ �'1 Cont: OWNER ,f' , s - �/ ,)1 REPLACE ELEC PANEL/ SERVI 7C� - _ Era 0-5-1610 0�"J Ill 4 SPECIAL CONDITIONS a CHECKED BY . SRA • FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS.; VERIFY Ri USE PERMIT CONDITIONS = SUB-STANDARD,.HOUSING LETTER' �3/ g ._ RI `: '.' CE COPY • t' Address GAS ' Meter By- y ELECTRIC ELECTRIC 2 �� Meter By Date' 7 { • JOB FINALED (Date) 7 - Signature n :. _ a OK =Not OK = NotApplicable MOBILE HOMES Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water. Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ft1 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; Stze-Spacing-Marriage Une 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. Ucense 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 -Stricture Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Ughting, Distance-GFI 5. Elec.; Pool Ughting;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. Ught 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. Gmd.-/ r 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 T. 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 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 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 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Perrot) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Win; Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O 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 85. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 Date Card B-1 Date Card B-1 Comments at Final: 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 -Meth. 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. Htc; 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 ❑ Yes 83. Following InstldJDrive O Yes O No/Walks O Yes O No/Planters O Yes O No o_ 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: .. COUNTY OF BUTTE ......................� -- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date Inspector ( l i // 9/"" REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7.636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:'(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. 385 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION _ I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/26/2005 APN: 017-100-060-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 4760 CHINA CAMP RD CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: REPLACEMENT OFELCTRICAL SERVICE Contractors' State License Law for the following reason (Sec. 7031.5 PANEL, ELECTRIC SERVICE TO SHOP, Business and Professions Code: Any city or county which requires a GARAGE & WELL permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a , signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section Owner: TIM WOOD 7000) of Division 3 of the Business and Professions Code) or that he or 1055 PALMETTO AVE 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 CHICO CA applicant to a civil penalty of not more than five hundred dollars ($500).): 95926. (530) 899-0118 ❑ 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 properly who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: TIM WOOD provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 1055 PALMETTO AVE year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or Improve for the purpose of /gale.). 95926 .�' I, as owner of the property, am exclusively contracting with 530-899-0118 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.). Contractor: O I am Exempt under Article 3 o Business and Professions Code �/� !� 101, Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. - El 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 #: I certify that In the performance of the work for which this permit is otal 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, Census Code: 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 provisions. /those Date: 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 interest, and attorney's fees. _ff -V C 9 \code, ' 1'n -CONSTRUCTION Wee LENDING AGENCY This permit is ereby issued underr th pplicable provisions oof the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions do work indlcated bov for which fees have been paid. � BY Date: vl Name: Address: PERMIT EXPIRES ON: 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. O Notification In accordance with Section 18627.5 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 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 y fficial form or document of Butte County. I hereby ...all representatives of Butte to enter upon the above mentioned property for Inspection purp s. �County Print Name: I�J�/ JV� Signature: 7 /• fi(/! d S Date: Owner 0 Contractor ElAgent for Owner ❑ Agent 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 REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER CONTRACTOR Last Name / . /�v irst Name Address O BAJA- motif City State �o State . Zip ct 5 G% PC17� y o% _ 0-10 4) Fax - O'q,4 3 E-mail APPLICANT NAME CONTRACTOR Name r/ Address � rtis Bo►Zo �! 2c� City �o State . Zip Phone Z� Fax E-mail Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City C4416. Address zip .7 r, Lb City Fax ca y `I D yA j State Zip Phone Address Fax E-mail Lot # State License Number APPLICANT NAME Name/ / M Address -49-60 01-h ",:Cb,� tZ�P City C4416. State,. zip .7 r, Lb Phone g j_�_ 6# 0 ej Fax ca y `I D yA j E-mail _4 �,,ro. fl O.e► APPLICANT SIGNATURE X 41 4'2�= L_J�) For off ic use only: AP# 01 - No —060 Zoning - Flood Zone X4 1 SRA ves No Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. T pe Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NOO P BIN # LOCATION AP# 01 - No —060 Property Address 'q 3'40 GNo N a-•� IJ City G�rrr v a Cross Street nn WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Ci f4Dnge' /'-:_ 5F t2 ✓ic4C I'A�l a tr Ef i=C-'r R.4c. S)�fC�� Z> SHb� G a.� ,E' W Sq. Footage Odin ram ./b % ❑ Structure Built w' out Permits ❑ Proposed Change of Occupancy 9u (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 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. t, L_ Received by- p Amount: , �U Bldg SRA Receipt #� Sheriff (_/)77- SMIP Page 1 of 2 Date: / /� Other -oa(J oU � Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS -' I'— 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 calcsein 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,. El3. 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. A" OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 License Detail i. Page 1 of 2 License Detail CALIFORNIA CONTRACTORS STATE LICEN• Contractor License # 847238 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: . CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. . Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. . Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. . Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. Extract Date: 05/26/2005 * * * Business Information * * * ERICKSEN ELECTRIC 8 HILLSBORO CIRCLE CHICO, CA 95926 Business Phone Number: (530) 342-2746 Entity: Sole Ownership Issue Date: 09/20/2004 Expire Date: 09/30/2006 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * Class I Description C10 ELECTRICAL * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 6336095 in the arr $10,000 with the bonding company SURETY COMPANY OF THE PACIFIC. Effective Date: 09/08/2004 * * * Workers Compensation Information * * * .rr NOTES :, RESIDENTIAL ' ,'PERMIT NO • _0 0, OS -0799`— 't #'�D, TIM . =r i7_(P-2--CHINA CAMP RD, CHICO • C Cont: SKYCREST INTERI'RISES ? NE�V MH NEW SI�jTE,TIE DOWNSr • Y it r tr i. rJ .t ,+ SPECIAL CONDITIONS fi CHECKED f.a BY. . SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ,M VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �� "• OFFICE COPY r i�•' ` Address pGAS1 Meter By ' Dates,— ELECTRIC Meter By Date f JOB FINALED (Date) �a �Z • v� s Signature J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Carg,6'1 Date Card B-1 Date MOQtLE HOME INSTALLATION (Plans) OK except #'s Line lectricity; MH Test -Cr s -Breakers -Clearances 5 n; MH Test -Fal x Connector ate , H Te - egulator-Connector 7. Water an ewer Cpnnected-C/O to Grade -HD Approval owns-Ty'pe-In lation Cert. 7 1 . xits; Insp.-Sketch A Cert. of Occuoancv Date�j, t L -/.J Card B-lyc U Date Card B-1 Date Card B-1 Date Card B-1 Date PER ENT END SYSTEM (ONLY) Line 3. 4. Gf Electr' it ; MH Test 6. er; MH Test 17,! ater and Sewer Connected -Y' 8. G,-.6 and Electricity Taooed 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Sj3/a!5 N6 F tz I �� �FSgoZos2�-3 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 I) 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 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 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 4 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms r 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 Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 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 57. Siding -Nailing Veneer Date 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Shear Walls; Nailing -Bolts 24. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 25. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Walls -Ceilings 26. Size Boxes & No. of Conductors Stapled Infiltration -Walls -Windows 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water FINAL (Plays) OK except #'s 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Ext. Steps -Door & Sidelight Protection -Landings 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Smoke Detector 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 32. Service -Riser Conductors & Ground Main Disconnect Bedroom Exiting 33. Equip. Clearances Panels-Motors-Mech. Equip. G.F.I. & Bath Fixtures & Tub Access -Spa 34. Clothes Closet Light -Shower Light -Spa Light Elec. Trim & Subpanel, Breaker Sizes & Labels 35. Smoke Detector Stairs & Rails 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 74. 36. A.C. Ducts Insulation & Support 75. 37. Vent Fan, Exhaust above insulation 76. 38. Condensate Drain & Overflow, Size & Grade 77. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 78. 40. Attic Access & Platform if Furnace in Attic Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date Insulation -Foam -Looked in Attic Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'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 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 (Plays) 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 0 Yes 0 NoMalks O 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: Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville,'CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING January 29, 2007 Tim Wood 4760 China Camp Rd. Chico, CA 95928 Subject: Second Dwelling Unit Deed Restriction for Permit B05-0799 (APN 017-100-060) Dear Applicant/Representative: The Butte County Department of Development Services, Planning Division has reviewed the building permit application identified above. The proposal has been approved as a second dwelling unit, and therefore, it will require the recordation of a deed restriction that states: the owner of .the parcel or lot must occupy either the main dwelling or the second dwelling unit (Butte County Zoning Code, Section 24-280). In order to finalize Planning Division approval of the second dwelling unit, the Second Dwelling Unit Deed Restriction must be recorded with the Office of the Recorder. There are several steps that must be performed in order to complete the process. Please follow the ,procedure checked below: ❑ Send a copy of the current legal description for the parcel or lot identified above to the Department of Development Services, Planning Division. (Note: Once the current legal description is received, the deed restriction form will be finalized by the Department of Development Services and sent to the owner to be signed and notarized along with the Second Dwelling Unit Deed Restriction — Recording Instruction, which will identify the steps to record the.document with the Office of the Recorder); or ® Follow the instructions identified on the enclosed Second Dwelling Unit Deed Restriction — Recbrding Instructions. Should you have further 'questions, please contact me between p.m. Monday through Friday at (530) 538-7603. S' c el Chris Tolley Associate Planner Cc. the hours of'7:30 a.m. and 4:30 When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Recorded I REC FEE 19.00 Official Records I County of I CONFORM COPY 2.00 Butte I O N ACE I GRUBBS I County Clerk-Recorderl I I KL 03:4 08 -Feb -2007 1 Page 1 of 5 Space above for Recorder's Use SECOND DWELLING UNIT DEED RESTRICTION I. WHEREAS, on this 29th day of January, 2007, (Tim Wood and Anne Murphy), hereinafter referred to as owner(s), is the record owner of the following real property: (4762 China Camp Rd. APN 017-100-060), and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and S II. .WHEREAS, Building Permit No. (#05-0799) was applied for on (March 28, 2005) by the owner in accordance with the provisions -of the Butte County Code and the California Building Code; and III. WHEREAS, the use allowed by Building Permit No. (#05-0799) has been reviewed and approved as a Second Dwelling unit; and IV. WHEREAS, Section 24-280(c)(2)(f) of the Butte County Zoning Ordinance conditions the occupancy of the primary and secondary dwelling units as follows: the owner of the parcel or lot must occupy either. the main dwelling or the second dwelling unit, and V. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or law has occurred, either of which change allows the use otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a 1 Peter Calarco Assistant Director subsequent document entitled Rescission of Second Dwelling Unit Deed Restriction by the Director of Development Services; and NOW, THEREFORE, with the issuance of Building Permit No. (#05-0799) to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, which establishes occupancy restrictions on the dwellings. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to the restrictions. This deed restriction and notice of occupancy restrictions shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. (#05-0799). DATE: January 29 , 2007 Owner Signature Print or Type Name of Above Owner Signature: A K k e r Print or Type Name of Above Peter Calarco Assistant Director 2 !`r NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE OnFAL , Qw] before me, `Tammu L . P)nr rets , Notary Public, personally appeared Ti rn personally known to me ( e asls o sa I ) to be the persons') whose named is/W subscribed to the within instrument and acknowledged to me that he/,&he/tWy executed the same in his/fjertb& authorized capacitylLes), and that by his/ftedtlpir signatures on the instrument the person;(a'j, or the entity upon behalf of which the person) acted, executed the instrument. WITNESS my hand and official seal. 1 Si nature STATE OF CALIFORNIA SS. COUNTY OF BUTTE On �-b a before me, TQ Public, persona6y appeared " . VOR,1r W TAMMY L. BARKER Commission • 1711626 Notary Public - California Butt* county arm.FUN10807,2MO r (Telaq s,A. L. Grre-N , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the personL4 whose namejA is/aee subscribed to the within instrument and acknowledged to me that Wshe/they executed the same in_h4s/her/jbe# authorized capacity(je*, and that by bis/her/tbeiP signature(.%) on the instrument the persor)K, or the entity upon behalf of which the personkg) acted, executed the instrument. WITNESS my hand and official seal. Si nature Peter Calarco Assistant Director TAMMY 1. &ORETT Commission * 1711626 Notary Public - California Butte County ^� comm. F, Dec 17 2010 + Sea 3 r„ This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: l2 /d ZA' � el�l P ter Calarco, Assistant Director Department Development Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE On JAtjuA-a X 29, aoo before me, �,_.. M' �� ut�rnJ , Notary Public, personally appearede� c ,personally known to me o be the persoak&ywhose nameks) War& subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/lw/their authorized capacity(aa), and that by his/lw/theif signatureks}•on the instrument the personas); or the entity upon behalf of which the personKacted, executed the instrument. WITNESS my hand and official seal. OonwrAlMb 0 1067M Nomy Mae - COMONwo an. CCU* ' I _ �►com,►. VMWMeq�re� kx e. Z g ture c-C.�.�— (Seal) 4 Peter Calarco Assistant Director UJ/LJ/LVVJ 1V:1V PAA JJV Oo& OJ01 ,'1LL'L.lai I.naavl. nli ..aua. v.�.�.. �••_•'�•�" L•••`•`••��•• p. K; The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: t PARCEL A: Parcel 2, as shown on that certain Parcel Map filed in the office of the Recorder of the County of Buite, State of California, August 14, 1972 in Book 42 of Maps, at page 84. i PARCEL B: Easement to be used in aomon with others for.road purposi,s and public utility purposes, 60.00 feet in width lying contigioas.to and southerly and Easterly from the following described linen -COMMENCING at the intersection of the South line of the Northeast quarter of the Southe'set quarter of Section 19, Township 22 North, p Range 3 East, M.D.B. s M., and the centerline of Humbug Road; tha t said•point of intersection along the centerline of humbug Road, Nor 140 $01 East, 290.44 feet to the true point of beginning'of the line herein describodr thence from said true point of beginning, South 7G 31' East 150.14 feet; thence North 66. 02' East 180.09 feet; thence North 14. 50' East 78.64 feetr thence North 28• lo- East 307.46 foot to a point which bears North 66. 22. 23• west a distance of 30.09 feet from the Northwest corner of Parcel 1, as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State 1 of California, August 14, 1972 in Book 42 of Maps, at page 84. b � . i - END of DOCUMENT 1 , Description: Butto,CA Document-rear.DocZD 2005.8950 page: 2 of 2 , Order: aladj Comment: Uk-USE ONLY Fiat Flan Anachod -01 Fiona Flan Anachad Sam to B.D. Building Department nvironmental Health itati n Clearance Location AP# Sewage Disposal -✓ Water Supply: Public Private Well or: l %/ dwelling. Other I for: ce O.K. for: ,ironmental Health OA �e,fe-m ,& A-) r- 4 l0e-4-e_1 U9 SO C! Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONt OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APP—LICA TION r1AdC -)/I-510 lyAl APPLICANT NAME OWNER Name Address / 4,0d , ,.1 o City e1q, ��8 � • State a Phone 9 -��� g Fax E-mail FaVa �7 APPLICANT NAME CONTRACTOR Name r Address ��8 � • City Fax State Zi Phon� Type Const. FaVa �7 E-mail Map Book Li a2T�f� C ss APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE Af F r ffice use only: oning Flood Zone SRA No Occ. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP BIN # LOCATION p rt ess (�C� 0 —2 o� ,4 i 7c -h Cross Aeet v, WORKER'S COMPENSATION Policy Number O - 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: A)0_� �I Sq. Footage 4z( S ❑ Structure Built without Permits •� ❑ Proposed Change of O"'k y I l�S (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 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 ffepartment costs are not refundable. _ A- ) �� ( � J by: Amount: Receipt #� Sheriff J SMIP Date: Other ' Cif. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-30-04 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 INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1.. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped.and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑. 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. 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. 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. ❑ 5. 2 Engineered Tie Downs or Foundation plans. 136. 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 Engieered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with c de analysis. ❑ 3. 2 Eng neered 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP050799 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/28/2005 APN: 017-100-060-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: : � �7 Site Address: 4762 CF+INA CAMP RD CHI Map Index: - Dale: Y� contractor. Description: NEW MH NEW SITE TIE DOWNS ADM 05-21 'OWNER -BUILDER DECLARATION 1 hereby affirm under penally of perjury that I am exempt from the 1064 Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code- Any city or county which requires a permit to construct, after, Improve, demolish, or repair any structure, prior Owner: MURPHY, LEO AND ROSLYN M. to its Issuance, also requires the applicant for such permit to fife a signed statement that he or she is licensedpursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 4760 CHINA CAMP RD 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 CHICO, CA violation of Section 7031.5 by any applicant for a permit subjects the 95928 applicant to a civil penalty of not more than five hundred dollars ($500).): 530-899-0118 ❑ 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' Slate 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: SKYCREST ENTERPRISES provided that such improvements are not Intended or offered for COUSIN GARY'S HOMES sale. If however, the building or improvements are sold within one 13468 HWY 99 year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of CHICO, CA 95973 sale.). 530-342-2694 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Stale 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' Stale License Law.). Contractor: SKYCREST ENTERPRISES COUSIN GARY'S HOMES ElI am Exempt under Article 3 of the Business and Professions Code 13468 HWY 99 Date: owner: CHICO, CA 95973 530-342-2694 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for License #: 812930 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: BT% % Policy ff:,%Delo Total Square Ft: 0 S. F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person In any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale: - i Applicant: NING• Failure to secure w ers' compensation coverage Is unlaw u , and shall subject an employer to criminal penalties and one r hundred thousand dollars _($100,000), in addition to the cost of for in Section 3706 of the Labor` C�✓'-t — > JTv " - - - — —*---- compensation, damages as provided code, interest, and attorney's fees. Q � CONSTRUCTION LENDING AGENCY I hereby that there Is a construction lending agency for the This permit b( Issued under the applicable provisions of the Butte Cou ly Codea' d/or Resoiul do Indica d above for vyMch fees have been paid. / affirm performance of the work for which this permit is Issued (Sec 3097 Civ.) Dale: By.. Name: ' 7 PERMIT EXPIRES N: (� Address: (Date O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification In accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. O 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 stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or ocument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspec , purposes Print Name. Signature: _ Date: ❑ Owner ;�oniractor ❑ Agent for Owner ❑ Agent for Contractor AA nn 4 MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE . DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN: o-,00--0&0 PERMIT. NO.: 9<7 Owner's Name: d ujw Owners -A-d}dress� !� a C I ir1� , CampW (—,.�- i Mobilehome Manufacturer: Year of Manufacture: Serial Number or V.I.N.: 8v- 0 OSont _A19 Insignia or HUD Number: PF5903c)5;Z(4 3 Offici I approving installation? Date: If the mobilehome i oved orielocated, the mobilehome installation acceptance shall become invalid. This form shall not be used. when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN: PERMIT NO.: Owner's Name: Owner's Address: Mobilehome Manufacturer: Year of Manufacture: Serial Number or VIX: Insignia or HUD Number: fi A Official approving installation: Date: If the mobilehome is used or/irrelocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor 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: i- ASSESSOR PARCEL NUMBER Prop sed Building Use: ��Y�j<� C7; pN.( (� Permit Technician: Date: v Ite s required in order to apply f r per i . All boxes MUST be checked OR marked NA in order t � apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in d6plicate. 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 -heated and A/C for Non -Residential Buildings. 8. Manufactured homes�I ristallation manual, including marriage line in f6 Floor Plan,_(5-p- ie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find plans and talcs 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 R /aining 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 ❑ Chigo ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................4, ❑ 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........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet ............................. ❑ 21. City of Chico Plumbing permit............................................................. ❑ / 22. Site plan and business license approval from the Cit of Biggs ......:.. .....� l�/ 23. California Department of Forestry plan approval �id. Sent by� �..... ... I� 24. Planning approval for (A) Use: {B)Parking: (C) Parcel eck:..!r..... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ` 'tel 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 0 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction....................................................:.............. ❑ 35 :MLegal description, H. Title, title search, registration , r MCO ........................ ❑ 36. Other: ❑ 37. Other: �-a - a When issued Telephone � and hold for pickup., -1 I have 'b emir formed of the ab .'ve items and requirements for obtaining a building permit. Applica -�ap �� :bate: � 1. Index permor the aboy items numbered: � Plan Check Letter 2Additional items required - t%" -' Contractor; designer, owner, was advised of the above data by ❑ on , ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ Ipphone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, w advised of the above data by phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b4 Date: Structural approved by: N Date: Note transfer by: Date: Yellow: Building Division r4 e BUTTE' COUNTY TO: Building Department MAR Z 9 2005 FROM: Environmental Health DEVELOPMENT SUBJECT: Sanitation Clearance SERVICES �v E.H. USE ONLY Piot Plea Attached Rear Plan Attached Sent to B.D. I //766 0/z -/C20 - O4? 0 Owner-v-- wner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other c--1 /SA5-.6e Hold final for: Final clearance O.K. for: NOTE: /n us 7- 8/96 ,L JT 1Aj j, IA -J6 7,4i -c-,5-6 ental Health aecialist Date os --61971 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER �C-4, -- PROPOSED BUILDgG USE AeM� BUILDING PERMIT FE� Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES C—)J C o (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft'. ... ... 10.+. x $0.03 = $ („l( S� 4 aid at Building Divis on) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES &,k C,- 0 (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CIJECK "13rl'.'d0 (paid at Building Division)v2� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A.P. #(3)1 1 � D2'.. o DATE RECEIPT # 434 J� ;;E REC. 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Build' D'visio ) 10.OTHER 46 A V-A;� time of it lication, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be anged du ng the plan checki process. APPLI DATE allz5�7- Pu uant t overnment Code Section 020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been im 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) 'BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORINT 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) � � o - (0 (P Building Permit Number056-1 Property Owner (s) w U v Project Location /Address C�4-y C'�O Subdivision Name Assessable Sq. Ftge l LkO Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: 0 FRRPD ❑ CARD ❑ Name Mailing D DRPD certifies that: _7'9j�0 t-/8 Date Number City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No by Payment of. Dwelling Units @ $ Square Feet @ $ _ per unit for a total of $ per sq foot for a total of $ Paid by Chp* No: Paid by Cash: Receipt No: on anJ Park District Representative v•\cnDTAQ\Rl ITT n M1R PORMC\narlr_rec oandard form rev Ldoc Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One fonn per Building) SchootDistrict A.P. Number LA I - 1_q D Jurisdiction: =_City Property Owner 'I a' .- I Property Location/Address ' -f\Ck, C� yr, Building Department No. C>-,3 Subdivision Lot No. Residential Development Commercial/industrial Now Addition County .................. . . ... . .................................. e ................................... Lk Sq. Footage Addition/ *Supplemental to V (Group R) Conversion Permit # ........................*(No foundation Inspection) .. .... ..... ........................... ............... ...... . .... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility docurneqjt Sq. Footage Alh M 0 (including Exterior 0—f -A Areas) Date District Identificatio6 No. V. School District certifies that (Street Address) (Appli3fant) c)— (0kriiNumber) .0. (City) (State) (Zip Codi) has complied with'the req I uirements of Resolution No. by payment Of 1$ 7a representing lo %square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: M -A Notice: You may protest the imposition of the feel Identified above by submitting a written protest to the District, In compliance with Government Code do Section 66020(a), within 90 days from the date fees are paid. Fallurstosubmit atimely wil nprotestwill'prohlbit you from challenging the Imposition of the fen In.any court action. ff, subsequent to the School District Representative signing this Sults County SchoWslimpact Fee Certification Form, the School District In atill by the applicable Local Planning Agency that this project Is being revisimed under the California Environmental Quality Act (CEQAh this ~ may be subject to additional school fen to fully mitigate. Us Impact on the school dMftft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (lO/03)dmm No of Living MofiZileHomfti a Units Installation Commercial/industrial Now Addition County .................. . . ... . .................................. e ................................... Lk Sq. Footage Addition/ *Supplemental to V (Group R) Conversion Permit # ........................*(No foundation Inspection) .. .... ..... ........................... ............... ...... . .... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility docurneqjt Sq. Footage Alh M 0 (including Exterior 0—f -A Areas) Date District Identificatio6 No. V. School District certifies that (Street Address) (Appli3fant) c)— (0kriiNumber) .0. (City) (State) (Zip Codi) has complied with'the req I uirements of Resolution No. by payment Of 1$ 7a representing lo %square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: M -A Notice: You may protest the imposition of the feel Identified above by submitting a written protest to the District, In compliance with Government Code do Section 66020(a), within 90 days from the date fees are paid. Fallurstosubmit atimely wil nprotestwill'prohlbit you from challenging the Imposition of the fen In.any court action. ff, subsequent to the School District Representative signing this Sults County SchoWslimpact Fee Certification Form, the School District In atill by the applicable Local Planning Agency that this project Is being revisimed under the California Environmental Quality Act (CEQAh this ~ may be subject to additional school fen to fully mitigate. Us Impact on the school dMftft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (lO/03)dmm pQP�T C.c % 6UTTc� /i �• o o a o o o c 0 \ U 0 �,ocON��S �L1C WCF� Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION 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 rLESS THAN I ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctiol Signed; Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 I Butte County DepartmentofDevelopnentSerw*ces 0 7 County Center Drive c�UTr c ! G Oroville, CA 95965 ,.`.� , . 'op (530) 538-7601 Telephone o C (530) 538-7785 Facsimile coUNty BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Slwe"�le Applicant Name: S APN: e21_2 - /DO ~ y �o 0 Building site address: Permit �j�rl4 �i9T l,Q Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: ATURE OF LICANT a� o� DA E Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearences 020705 RECORDING REQUESTED BY: Fidelity National Title Company of California EM10 r No.: 09-1! Locate Fro.: CAM00004958-COM. Title No.: When Recorded Mail Document and Tax Sbftment To: Mr. & Mrs. Murphy 4760 China Camp Road 1 COQ, CA 95928 017-100-060 z��s—���89sca Recorded 1 NEE FEE 1Rk A0 Official Records I TAX 9.9@ Com__ ty Of QUM J. GEMS I �Ifil+r niaAssiceaNf ant 89:8M 15eb-2M6 I Page 1 of 2 sima Aww TFQs LINE FOR RECORDERS USE GRANT DEED � The undersigned grantors) dedare(s) Documentairy transfer tax is $ Ch.clek [ X ] computed on full value of property conveyed, or [ ] computed on full value Ness value of liens or encumbrances remaining at time of sale, [ ) Uninowporated area aty of Chios, FOR A VALUABLE COAISSiDERATIWY, reeeipt of which 15 hereby ecknawEedBed, Leo Murphy and Roslyn M. Murphy, husband and wife as Joint Tenants hereby GRANTS) to Leo Murphy and Roslyn M. Murphy, husband and wife and Anne M. Murphy and Tkmothy Wood, husband and wife all as ]pint the fb)lonaf V desctRbed real propcttir in City of Chko, County of Butte, State of Callibmia: See Exhibit `A" attached i DATED: 3anuary 11, 2005 STATE Of CAL.IFORMA COUNTY OF Butte personally lanown tc) me (or proved to ne on the basis of saWactory evidence) to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they anated the same in his/her/their authorized 'capacity(ees), and that by his/her/their signature(s) on the knUvrnent tfre person(s), or the entiti)► upon behalf of which the person(s) acted, executed the instrument. Witness Ty and official seal. MAX TAX STATEMENTS AS DIRECTED ABOVE DEW Description: Butte,CA Dbcumerityouar.DocZD 2005.8950 Page: Z of 2 Order: a2sd3 Co>®ent: JANET R. HERBERT COMM. d 1351382 01 ON CoUUNTY OF� Comm. fx91MW 11.2000 `H3ER30 MAR�YPtJBI MITOF SUM Comm EVV" Apra 17. 2W Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING March 14, 2005 Anne Murphy Tim Wood 1055 Palmetto Avenue Chico, CA 95926 CERTIFIED MAIL Re: Administrative Permit, ADM 05-21 APN 017-100-060 Dear Anne Murphy and Tim Wood: Enclosed is your validated Administrative Permit No. ADM 05-21 to allow a temporary mobile home on property zoned FR -2 (Foothill Recreational, 2 -acre parcels). The property is located 4760 China Camp Rd, Chico CA. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, I ej Gwyn B edict Office Assistant II Enc. cc: Land Development Division (g) ✓wilding Division (y) Environmental Health (p) Department of Forestry (gld) GIS ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Anne Murphy and Tim Wood FROM: Yvonne Christopher, Director - Development Services DATE: March 11, 2005 FILE #: ADM 05-21 PURPOSE: Administrative Permit for Anne Murphy and Tim Wood on APN 017-100-060 for a temporary second dwelling to be located 4760 China Camp Rd, Chico CA, on property zoned FR -2 (Foothill Recreational, 2 -acre parcels). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Anne Murphy and Tim Wood. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed with the Planning Division within 60 calendar days prior to the date of expiration. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated, or if any acts or omissions of the permittee, in connection with the use authorized by said Permit, constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or ,000 for a double -wide mobile home. P ittee Signature Date Stephen Streeter Date Interim Planning Manager CO T) CT) 0 M in L) 0 0 M 33 L CU C) m 1. > cp 0 rn r M J1 0 -0 ri _dO 00 PER I have checked this order for accuracy and undersland that my home mill bo built as spegiffed in,this home order. Environmental H#81th Dalfi J. 1-0 P1 V.Eff MAR 2 2'2005 Chico, CA I Vector Dynamics Foundation System INSTALLATION .RNSTRUCTIONS for the Stafe of California Version 9/2/2003 SECTION INTRODUCTION GENERAL INSTALLATION PARTS LIST LONGITUDINAL DEVICES PIER HEIGHTS SET-UP INSTRUCTIONS FOOTER SIZES INDEX PAGE NUMBER 2 3 4&5 6 7 8 Approval RELEASE WWWACrMWROMW aOMWWW DATE FOVNDAnONSY M maim AHD mm" COD16 aBc"M Ims APPROM 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 $us= TO CORRSCITOMa NOI AffWWAL DOBE NOT AUMORU S OR ARRQVd OIdISS1ON8 OR DevIATiOIi FROM RBQIIIRI9<l13Hia AMJCADW STATS 1AW9 AND REGM ATMMS gab �! Cdtfad� wd�r� � AHD a7'AHDAMI ell-MI03 va _ '*'"o UmAppm.d EVka G 19 PSK s V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 n COMPONENT PARTS AVAILABLE UPON REQUEST �1C)D � 066 co O N O O O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE -TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16", ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Solis # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ff. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Shap/Swivel Strap Connectors & slotted bolts not Included. Page 4 California 9/2/03 1 r 5 Vector Dynamics Foundation systems Longitudinal Component Parts List.4lc Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049,, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut ® e # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) 4 Page 5' �'- California 9/2/03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD Combine Vector Dynamics & LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) Note: Two struts = 1 L.S.D, system. 3. Longitudinal Strut (2 per system) Can be used on one pad or slipt on 4. Tie Bracket (2 per system) opposite ends of the home. Examples of possible Placement: Wind Zone (Contact TIE DOWN for placment in other Wind Zones) I Triple Section Wind Zone I Single Section I I I I I I � I I I I 1 I I I I I I I I I l I 18 Ft. Max. Wind Zone I Double Section I l I I l I I I I I I I I I I I I I I I I 1 I I I I I I l l I I I 1 I I I I I l I I I l 32 Ft. Max. For greater widths use triple section design. Page 6 Wind Zone I Tag Section 48 Ft. Max. California 9/2/03 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 it max. Unequai Pier Heights Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -B all 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. 0am California 9/2/03 s WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for _ - _ - L • , a Single Section Homes (Materials Required) eotion home = 01 a - CD i r • f .Note: L.S.D.= Longitudinal I '�`"."'.� ,. - - ��• m� - " .. Stabilization Device NOTE: Vector Systems should be spaced as 'See Page 6 _ symmetrically as possible along the length o . _ of the home. Pier spacing must be consistent with home manufacturers' ' o Soil Classifications: 2, 3, 4A, & 46 h Instructions and/or state requirements. • - '2 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), z • 12" stabilizer plates (59292),1-1/4" frame ties r ` _WIND ZONE Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0to72' 3 2 y 3 2 73' to 90' - 4 3 ' ' 4 2 ector� n Each Vector System requires one of the following: _ / am/cs �Co,,`1;4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list] ...2 sqft. pad , . WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required -for \ Double Section Homes (Materials Required) _ _ - ' " _ _ - ` _ - - ' - - " e,section home y ` 72, doub w _ _ r\\= -----le of a -----s- EXamp _ - • � ' - ` t ` c' ~ Id :������ '. Mme: �; ,�:m: ,ti..--`` - - . i NOTE: Vector Systems should be spaced as eCi*-O3��\ symmetrically as possible along the length of the home. Pier spacing must be consistent with home c7M cs \ manufacturers' instructions and/or state requirements. • n,_ , �: • .. z Soil Classifications: 2, 3, 4A, & 4B o Soil Bearing Capacity: 1;000 PSF minimum _ Anchors Required*: None (*Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required, Per Side L.S.D. Y ' - No anchors required. For _ 2 41' to 66' pier heights up to 46" for WIND ZONE I ` 3- -67' i ^ 28'-36' wide, 0 4 85' to 90' 38" for 24' wide. .° 0 - 4 See Pg 12 for high pier ' instructions. Home Length Vector Systems Required Anchors Required, Per Side L.S.D. 0 to 40' i 2 0 2 41' to 66' 3 0 3- -67' 67' to 84' 4 0 4 85' to 90' S 0 - 4 Note: L.S.D.— Longitudinal Stabilization Device See Page 6. cEach Vector System requires one of the following: t 1-4x4 or 2-2x4's pressure treated wood compression member, ' - Schedule 40 PVC Pipe or 1•adjustable steel compression (see parts list) }- 2 sq. ft. pad ` . VIAND ZONE I SEISMIC -ZONE 4 _ - me - , -, actio o Ino ystems. Vector Dynamics Systems Required for - ' - . - - - ft mint sect ro Triple Section Homes " ^ _ _ _ EXamPhows ae eral spac�n9 (Materials Required) ,r ' n s - � 1 d : I `. ♦ ` I cs:. r. • � /3 , '. } '! @^� air f ' -. � � NOTE: J CD When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that . Tag or approximate location. -full triple 4.. NOTE: Vector Systems should be spaced as .. symmetrically as possible along the length of the home: Pier spacing must be consistent with home Soil Classifications: 2, 3, 4A, & 4B y3R manufacturers' instructions and/or state requirements. Soil Bearing Capacity: 1;000 PSF minimum , °i Anchors Required': None ('Marriage wall anchors may ; be required by home manufacturer.) 2 , Home Length Vector Systems Required ' _Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 '49'to71' 3+2 on Tag 0 2 ' 1 72'to84' 4+2 on Tag- 0 2 2 85, to 90, 5+2onTag 0 2 2 ' n x G, '� ` �' '� Each Vector System requires one of the following: -2 sq. ft. pad 2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, i ' Schedule 40 PVC Pipe orl adjustable steel compression (see parts list) -;1- WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties r - " _ _ - - h0 a % JI _b1e sed'00 m , S - • , I 0 aA , arnIcs CID t NOTE: Vector Systems should be spaced as ' symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. 0 to 48' 2 2 2 49' to TV , . y • 3.:.:. 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 t* - Soil Classifications: 2, 3, 4A, & 46 WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum ' Max. Height' , Anchors Required': 30" with 24" helix anchor (59095), 12" stabilizer plates , See Page 7 unit width (59292) 1-1/4" frame tie with connector ; 45* N '"' Each Vector System requires one of the following: w Sp �� a 1-4x4 or 2-2x4's pressure treated wood compression member; -� �. =,;�= R' Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 4 • �2 sq. ft. pad „ WIND ZONE II, SEISMIC ZONE 4 (Hurricane) - Vector Dynamics Systems Required for Single Section Homes (High Pier Sets with Diagonal Ties) 1 ♦ _ ect%oll h�m aging for Valva \°ckOn n'ann ' o{ 2 rad sP me Inst mesh°W s genet be to h° IN atria sP2c�n9 m tion Pa ds on - • ♦ ' I ♦ . I ` nda I ♦ ♦ ' � _ ' " 'g:s�;-; '=i. ice' I ♦ >v cC CD .l W C-) >v 0 iv WIND ZONE II (not to scale) i 24" ss, s4 N W \2 sq. ft. pad Soil Classifications: Soil Bearing Capacity Anchors Required: 2,3, 4A & 4B 1,000 PSF minimum 30' with 4' helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 -2 85' to 90' 8 9 2 it, '0.W9- NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) n w 0 WIND ZONE II, SEISMIC ZONE 4 ' Vector Dynamics Systems Required for �,o ome to.orS,yste U ana1 Double Section Homes �ee\Jec mfor AnUb NOTE: Vector Systems should be spaced as symmetrically as possible along the length r home. Pier spacing must be consistent with manufacturers' Instructions and/or state req Maximum allowable working drag load for th System with steel compression strut is 4,00C the K2 Engineering test report. 119 ExamP1s of s 9 � t a\ So home ms t,111ustrand sPa�+n9 dation Paas Un T\oil ' I _ Son bearing Lapacity: Anchors Required': 1,uuu Nsr minimum 30' with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0 to 48' 4 4 3 49' to 50' 5 5 3 51" to 72' 6 5 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) ector� "omits WIND ZONE 11, SEISMIC ZONE 4 Vector Dynamics Systems Required forme Triple Section Homes _ ' - - - ' - sect�c11c stems (Materials Required) t mint' fog pec e, tore rn0MICs When a pier height at Vector locations exceeds 46", an Vector Systems Required anchor must be used on the outside wall/beam at that LSD Main TAG 0to48' • approximate location. 4 NOTE: Vector Systems should be spaced as 1 symmetrically as possible along the length of the 4+2onTag home. Pier spacing must be consistent with home 3 manufacturers' instructions and/or state requirements. - Taj oe__-,, 4+3onTag le full triple Soil Classifications: 2, 3, 4A, & 48 2 Soil Bearing Capacity: 1,000 PSF minimum 5+3onTag Anchors Required`: 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. 2 Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' • 3+2 on Tag 4 2 1 49'to71' 4+2onTag 6 3 2 72'to84' 4+3onTag 7 3 2 85'to90' 5+3onTag 8 3 2 NJ Each Vector System requires one of the following: CD 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq, ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount 'upside down' as shown In drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes,you will be installing. It frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V Drive for rocky soil V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only In Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be Installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 Is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. �J Page 16 California -�lJ� (,J{ 1$"2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems' may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. 20x20 = 400 sq. in. - - or 16x18 = 288 sq. in. -- or 17x2 5=425 sq. in. EQUALS EQUALS _ - - 2 -Vector Pads # 59275 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 3 1,000 PSF must be designed by a Registered Professional Engineer familiar with site conditons r � Page 17 California ` (,J( 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow atl applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pad for concrete Concrete footer Page 18 California Wood Cap and wedge Outside Tension. Bracket Wedge Bolt 9/2/03 Vector Dynamics Sste for Concrete Y m Instructions Applications 9• Put a washer and nut on one of the 3/8" x 3- / screwed on enough to have 1 or 2 threads show'nwedge anchors. The nut should be end of the bolt into one of the holes, going through th Vector h on the top of the bolt. Place the wedge 10, pad and into the concrete. g e outside tension bracket Using a hammer, to ,metal above concrete is 2 A the wedge bolt into the hole. 11. Repeat for the other hole in the outsid Maximum height for expansion bolt Vector system pier set. a tension bracket and the two holes on th 12. Place an inside tie bracket over the u- a other Vector late and concrete blocks. a u -bolt so that the li A tighten A of the bracket is between the yet. washers and nuts on each U- 13. Attach a strap bolt. Do not p with hook or crimp seal to the inside tie bracket with over the opposite pier and down to the outside tension ' wrapping the slotted bolt. Re th sufficient length to go 14, Tighten inside u_ Peat for the o n bracket, plus 12 inches for is time. 15. Use the outside tens ontbr'ackets Opposite side. brackets, concrete blocks and the inside ed a of ove Y space between the outside tension With k hammer. Wedge the g the Vector 16. Using a 9/16" socket wrenchAerat this time. pad' by tapping the brackets tension bracket and Vector tightenall of the wedge/anchor Using bolts, securing the outside g a slotted bolt in the outside tension brackets, insert end of strap aligned with outside ed at least five turns on the slotted bolts, strap through slotted bolt with edge of bolt. Turn slotted bolt until straps are tight using Illustration Two Inside Tie Bracket Compression boards or PVC Pipe U -bolt Vector pad for concrete Concrete footer Page 19 California 9/2/03 a i r •� ••- �`� AN I OWNERS!a I'RINI �a:Qa::aaQx:aa:, uuuuum� IN■... CC an 8111111 IQQ p:CQ:QQ:CCa:Will C:� M:a::� LIVINO .I �:C::e:a: �:a m"m a eCQaaQaQQI' u■m■o ■■■■■/n/■■u■u■■u■I • II aCQ:aQ:: ®:CC::::CC:eCQa:Qa:QI e:oMEMO I Em ME 0 SUNNI ::i �- eQ::a�:Q::::a:u:�a::::::::::as CaWOSET311:119 ° ZEN ME a8C Q9 ■mm/ i■eQ- I ■■�uiaL nQo■■::1/C■.�'1 IQo:P■r/:C.:. �u■o■ u/m/ v/■ �_a I /■/ i ---• �:QHa:ax. ��s IATH �.■■■ .. 009ROOM, 1 I' I I ■O■n■O//n■/1 I' ja:6 ,: „ ■gym/■■//■1 . r Ca�::Q::aQ:�Q� �:a:::CPa:Q:Caa:O:::::Qa ■ CLOSEr • r•�r -: EIlls es:8:11�a1a"QQ9 �s!eeese■�e■!■e em 2WSWIL WN • »� FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number Tim Wood /Anne Murphy BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 4760 CHIA CAMP ROAD CITY STATE ZIP CODE CHICO CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUTTE COUNTY APN: 017-100-060 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, N necessary.) RESIDENTIAL -MANUFACTURED HOME (REPLACEMENT FOR EXISTING MOBILE HOME) LATrrUDE/LONGrTUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( W - #lK - ##.W or ##.##M) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY UNINCORPORATED 00617 BUTTE CA B4. MAP AND PANEL - � B7. FIRM PANEL B9. BASE FLOOD EgVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNE/REVISEDDATE B8. FLOODZONE(S) (Zone AO, use depth of flooding) 060007CO5375 C 6/8/1998 6/8/1998 A 438.0 tsl u. moncate the source of the t3ase Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): A ZONE DETERMINATION B11. Indicate the elevation datum used forthe BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Cont) bon Drawings' ❑ Building Under Construction' ❑ Finished Constnrdion 'A new Elevation Certificate will be required when construction of the budding is complete. C2. Building Diagram Number 5 (Select the building diagram most similarto the Witting for which this ceitificale is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AR A (with BFE), VE, V1 -V30, V (with BFE), Alt, ARIA, ARAE, ARIA1 A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show fid measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NIA Conversion/Comments NGVD 29 - � Elevation reference mark used BC1214 Does the elevation reference mark used r on the RRM? appear ❑Yes ®No 4 : r.:,,. �. �,� y� o a) Top of bottom floor (including basement or enclosure) 446. PLO) 'srST OZ3, o b) Top of next higher floor n/a . _t(m) aae4y�i o c) Bottom of lowest horizontal structural member (V zones only) NLA. --ft(m) m tr r o d) Attached garage (top of slab) NIA —ft(m) E .; . C 81770 o e) Lowest elevation of machinery andlor equipment ° 0113d/o; servicing the building (Describe in a Comments area)446.0 ft(m) E :.a dr 4- o f) Lowest adjacent (finished) grade (LAG) 441.21 ft(m) Z.0 o g) Highest adjacent (finished) grade (HAG) 444. 33 ft(m) o h) No. of permanent openings (flood vents) within 1 f . above adacent grade NIA L�',` o ) Total area of all permanent openings (fwd vents) in C3.h WA sq. in. (sq cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION . :-17:- This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CFRTIFIFR'gNAMF TIMnTHYr. w(Y)l i�rc��eF�uutocao-n �a��rmevn ennn,nnc TITLE REGISTERED PROFESSIONAL ENGINEER COMPANY NAME I w -' ; ADDRESS CITY TAIn VIPC DE 1250 EAST AVE QTE. #10 CHICO CA 95926 DATE 6/8105 530 899-04M IMPOWANT: In these spaces, Copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt., Unk Sufte, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 4760 CHINA CAMP ROAD CITY STATE ZIP CODE Company NAIC Number CHICO CA 95928 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation CertiFcatefor (1) community official, (2) I surance agenUoonpany, and (3) building owner. COMMENTS C3(A,e) - HOME SITE OUT OF FLOOD PLAIN, LIMITS OF FLOOD PLAIN APPROXIMATELY 150 FEET TO SOUTH EAST. C3(e) - AC UNIT PAD EST. 446.2, BOTTOM OF ELECTRICAL UTILITY SERVICE PANEL 449.3 C3G - BUILDING LOCATION IS ABOVE FLOOD PLAIN, NO VENTING REQUIRED Check here if abchirner is SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting Information for a LOMA or LOMR-F, Seddon C must be completed E1. Building Diagram Number _(Select the bulking diagram most sinrit to the bWWN for which this certificate is being completed —seepages 6 and 7. K no diagrarn accurately represents the building, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) d the building is _ IL(m) _in.(an) ❑ above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) ofthe building's _ 1(m) _in.(am) above the highest adjacent grade. Complete fleas C3.h and C3.i m f nt d form. E4. The top of the platform of machineryand/or equipment servicing the building is _ fL(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, ti available). E5. For Zone AO only: If no flood depth number is available, is the top of the boom floor elevated in accordance with the conmunily's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i oNy), and E for Zone A (without a FEMArissued or communfiy- ssued BFE) or Zme AO must sign here The statements in Sections A, A C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME TIMOTHY C. WOOD ADDRESS CITY STATE ZIP CODE 1250 EAST AVE,NIE SUITE#10 CHICO CA 95926 6005 530 8990409 ❑ Check here ff da*nents SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local dial who is authorized bylaw or ordinance to administer the community's floodplain management ordinance can oomplete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable ftem(s) and sign below. G 1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law tooertify elevation information. (Indicate the source and dated the elevation data in the Comms area below.) GZ ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or communityassksd BFE) or Zone A0. G3. ❑ The folk wing information (Items G4 -G9) is proWedfor community floodplain management purposes. G8. Elevation of as -buil lowest floor (including basement) d the building is: _ f4m) Datum: G9. BFE or (n Zone AO) depth of flooding at the bknl ft site is: _ IL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE r ^ n SIGNATURE DATE t,4 1 y RSA COMMENTS EPm TNk Hfivk ❑ Check here if attachments 1. Owner's Name: 1 ( 01 2. Assessor's Parcel Number: 017-100.— 060 3. Installer's Name: �cvtI J2 110 Mej 4. Is the site currently under permit? Yes[ ] No" Permit No. 5. Is the site an existing site? Yesw No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobdehome? 1 ,5-0 Amperes. 7. What is the mobdehome site circuit breaker rating? 206 Amperes. 8. What is the electrical rating of the mobdehome site? Zoo Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] Nopq If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobdehome site electric service (i.e. well, garage etc.)? Yes[ No[ ] if yes, please identify the load and size: a) The mobile home site: Load- 'mac _ Amperes -SO Ozy, _ b) The main servi e: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?y_Z(fo- �Y 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 C t aoVE Auk .4 i� P 8.5 `A V Mobilehome Manufacturer: /e&ft ooW Manufacture Year: Z 00/ If other than single wide, furnish Setup Model Number: 76$x'/= Width:q(ft.) Length:(ft.) Tagalong or Expando Size .8" (ft.) On all mobdehomes manufactured after October 7, 1973, furnish manufacturer's installation manual,and structural setup sheets. FOOTINGS Wood pressure treated or foundation grade[] Other:, SUPPORTS: Concrete block Other: , Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE Pier Line l Line 2 I Lice 2 .............................................................................................. Line 2 Main Beams ................................. Line I Line 3 Line 2 blain Beams Line I ................................................FLine ine 3 Tag or Triple uie 4 1 Line I Piers: 2�Ixpzy Size minimum: J2Y I x r 2 Spacing maximum: � ` 0 ` dth over: From ends -maximum: j ` U ` Z� 5? 11 Size minimum: ZYj x Zy Line 2 Piers: y%LZZrr Size minimum: 2 x [ Z l Spacing maximum: () ` Ij From ends-maximum. j Q J�'E��cfiecY Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): e 1 Openings 2�Ixpzy Size mum: x [ Each side enings 36x:3a dth over: ` Line 4 Piers: Z� 5? 11 Size minimum: ZYj x Zy Spacing maximum: y%LZZrr bar `fi n W --q= From ends -maximum. Ij J�'E��cfiecY g�tx2y 2�Ixpzy Wo aSX3o 36X3b 36x:3a 3�/bX3o 3Gx:3o 36x3v 2 x-�Z Z� 5? 11 jy_2" 23` u36X3v y%LZZrr y 'Z 36x:3a 36x3v 36x:3a 36x•30 2 x-�Z Z� 5? 11 jy_2" 23` �v l! -y r y%LZZrr bar `fi n W --q= OVER a •:u�'vc'wvti vi.Vlrlll IVIII Vrr111VVV Ilv.. w�w.n ---^•-•-• •-- - --.. .... APPROV 8EAL r SHEET , OF Q�pfESSlpH�( DATE FLEETWOOD ENTERPRISES, INC. BY �� C.- fA R /Sy F 3125 Myers St., Riverside, CA 92503-5527 DESIGN LOADS (909 351-3500 LIVE PSF DEAD PSF 0No. C 0123 m '; SECTION � �?�;1%Jr.� WIND PSF pf TITLE I✓�_. `'/C12r'Z STRESS INCREASE OF I * 4c " sFOR CIV11. POET LAir= i 4 X 10 BEAM (8PF M2) 11,7w L.B.S. MAX. LOAD 4 X 12 BEAM (SPF 4*) 16,600 LQG. MAX. LOAD 4 WEDGES BLOCK <qSEE SFORTO BE USED WfTH: CAPACITWS _ . �•Z-Xl�fa inky � ._ .... _._ -X /O�� )7/ REV. DATE BY COMMENTS REFERENCED ENGINEERING PAGE NUMBERS CALL. NO. potlw Rev. 100.4.002 10/98 w4N R c> t�. t ROOM Sq. Ft, MORN. AREA 106.9 Sq. Fl. NOTES: 1. th;s fioar Plan may be built iri an exact r�sirrrr imoge about the length axis. 1�,t toal sheorwall lrihulary len9111 hos been mcrcased per offset design conligurolian. 3. Receels sholl not be insiolled within 30 of tub/Shower space. 31gli MIN. PIER LOAOS (LBS) 30 LL, 1 a OL 13 -4 s/8 112" MAX. 5400 TRIB LOAD POST NO, WZ-1 UPLIFT c�3 jy.Z 1700 1 B 2 —8 33 2 44 ,` W 1600 2 A B 2'-6 3/8" 2'-•6 Y4 33 34 5600 3 A 9'-4" 5 2! y 8000 B 13 -4 s/8 7 5400 4 8 9'•-0 3/4" 5 c�3 jy.Z 5900 5 B 9'-9 5/8" 5 2 44 ,` W 6400 6 9 10'--7 1/2" 6 4800 7 B 8'-0" 4 '1 0 7700 8 A 8 12'-9 3/4' 12'--1 3/4 6 4400 9 B 7'-2 3/8 w 33 4800 10 A 7--10 3 8 33 49. 1700 11 B 2'-8" 33 r 2'-8 31. 4300 12 B C 7'-1" 7'-1" 34 33 6100 13 C 10'-2" 5 B (SEE Z-3 ' g (SEE r 8000 14 c 13 -4 s/8 7 7.300 t 5 C 12'-1 1/4- 6 6000 16 B 9'-11 3/4" 5 6400 17 B 10'-8 3/4` 6 3200 18 a 5'-2 5/8' 33 2" BEARING STANDARD r1A L- WOOD TITLE: WOODLAND -- 31 X10 10 TypjPRYS£s . 1NC. CUSTOM FLOOR PLAN # SHT 1 UTIVE HOMES X13' -4"x67'-4" X13' -4"x68'-8" Q13' -4x66'-0" OF 1 LINE DRAIIVN BY:' SHAUN REV 84F--2 DATE: 4/12/04 TRADITION 3/t6" _ ��-o" ^- srOCK -^ 7684' � 89L -- JWLS -- Z-91 at t Al m .0 -D -S .6-,9 1.0-,9 a, -- 1-1 Tims, } ,of 91 4o/Z I %b 3cYo 50d1a0a� s 1� nyrn .o s t -- a f t>3rs s 1 at U ►dC+il6��4 Z—j�891 MPH a � !s'w13 t9 -- Z s brxn A ' fs - ,0h IZ A38 1t�f3ms '^3 wk 3,i1 SIX W Ai A -- Z 6 a0ar 6lYd .06 z ,9f r -- ' 9 6 03xu I .Z! =,Z1 61 1 r k7 3' 1Y1 ® — l'S �Yll07 -Oa 1,ZC 3 Z Z B'i i L3 H1S 'A Oh x �l h I �4 D-,99,i-,CIG.?-,99,h-,fl©.1-L9xh:flVo SM.3h7l O 3Sll?.', 96'.lf 6 Q SSI b3orS'A 3S' 91 f E QHS N`)^rl all knis a a� ' S15.Sdi4lh} P1014) 9?J 1iC & wis 1j '�!� � -- -- 35(1(!1 � i�r' 4f Y L b 3'C i(ti�Ti 'A 6i 1.QI Z tE: - �1Y1440M -`uu QO�At 37J 'OWd wIMSO NM � 0��31 Sv115.� 13,13 Bs Q EH3+11�'1� "tOtlalaOS30 -215 ��! ?t13n ZYlO HQI!d:�JQS3G HIS 'QN ZJI f -,S ,0-,i1 @ l -,S 98i, 07Zf Swill ti le N A1l1fUl a3> 3 1. _ S JA I I ,6 O91 DOOQ 8 ti 't5 6b91 1 11 'AS TIrl ' IOS S'm 9 ,6J1 t-it{B91 OOit E i,�p RWJ s r 1190N 9N�Nt0 I� Ol4,dP- -hl ---- 5 1 I O 01 0 EJ y� t C ,FJS t ,%I 8 Yt DOOR 41 mill BI I 1 vGOj Aft z e ,s-IZH1I FYH— cf ;OZI oofa l! dl Ill110 0) ; f� + rs,, Bt ff AOI -,1 vol 40a'y 1 Z -z -- Z ` l +,[ --- --- ` g ff i.Frt-,t B fi 00'4 , 8 >3li6 L_J `r C ''Sl g �i - WM 8 9 ,A 9 J V OOLC �� ,� A cv ,i f 6-il Y �Zf- , I g rj -C4lirou19 - 117H p ,D -,S !0094 � ? 9 ,,'f t 1 -,Di 9 0039 0 ; inn `; i 0 Y 1 B +� I cl t 11 - £ Iq 1 �5 E'ail g E r3Nr 'NNQl; -- -- -- xa t 6-,6 S OD5S Z I g t o li S gilt MOOS M1 MOONO3B ? I , , gy 1 9 S J1 Y r Do% S f �� 3c .a r 9 -It e t Z s r b I Z 8 t fnc ff ,9/t 9-,Z Y Z 0041 z ff 9-2 181 OOCt 13D`'OV u EISZjICpry i I-t� 1S0d �1 ❑ sm, Pf00� ; z>lrt ,ill 8N AL I s s b o HIVO --dsp rt —WVI e, 6 'Z 1100N038 Z u$i)Rl""o) 0-4 Iaso Jk P aJ%, N Qd trr r LJ �/ u?aG sr-4y:5Lal 1x�s7Ji'cdJn:> Is'.y i S 'S 4 si 'L J, 6R ail Imp 21=4 .:u; ;13uuII'yay uus�l llk14 t SS3lfl3/� 1 IZ l ,Z/I C-,91 V ,tr�l t-,91(tt-- fS 30.0 Al CSL INFO �V�ILS AC) 25,02 �. G�-5 LAN: AF, F1Vf PLAN I Or\ APPROVED Development Plan TEMOPOPWY MOI�ILF HOME' DATE r`iP��IN15i F,AfI VF P�PMI USE PERMIT _.._..--VARIANCE APN: 011-100-060 MINOR U.P. —ADM.PERMIT PLANNING COMMISS. n FOP\1VICrI,Y 0 I! # 1 -�I0-000 DIRECTOR of 416 0 CHINA CAMS �0� DEVELOPMENT SIwRVICES ,� APPLICANf: TIM WOOF ( 5011-I ISI -I ,�,Wj SOI �I 10� � PALMETTO AVANT CHICO, CA 95926 1 �0-X399- IIB OWNFT,1r � 0 Alb P05F M�UaPHY 4160 CHINA CAMP FOAP CHICO, CA 91926 ' PTY A��A� I.2 ACPT5 112; FP -2 PEB 1 4 2005 o z F, I"-20' I PUTS COUNTY APN,011-100-060 4160 CHNI A CAMP WAD CHICO, CA 0'5926 i 03AO'dddvj �,g 3 5-6' C-6' IO' no f 1 I 1----f3'-a" I 11-4 2'J CPI DEN DIvis 10N5 111 1341 JSS2 rn it2 31 653 0 115 345 571 Y25 x 355 581 � C W tlIS1IR BdfN UO fJ.8RC7 II T l �� e>'. 1 l •wD TnMc IS( LSI 528 Bit 6 Ma Wwa BUA UY Y A DAM Dl/il/!Ua Mb► lA7tC jY)1 LLLSSSS� 143 531 6 IOD (Yt 4A' %m t nnAX AR % But0oUS 11 3K�Fr or _ \„ 169 595 BOX tENOTN DE9CR1PTION DRAI4TMG NUMBER 171 53B 0' 4-Q'-3CK-28-CA'H 3701 -CT l81 5:78 _ 1 v: - 1 i i i f " E� I o J 1 I tf ` r1 (-...... OPT �j�t tX X315 i VO SEC. e � INE SUPPORT NTSt§1- ig i Gtr d BY ON f I i` ' !� T 4�''Gil eC c, r P�°r' U/ [:Gj',�tcJ,,04j- 8 S i�N��€ t _}}EET S_E� �, �,�s€ t - ��� �.EC€� fiT T rf�t# ��i LA 10 m��u� - S"SY�r £:1k':r rLl !r' ��''`. `t RI T ^1 F°+n r. i. Y ! - r• '��2 4 tC —�i SNOW lS1a 1�t-�1�_, Ch l�Ct�+iEs rr? �J+t!_. 2� �i€ Iif LOA I a mem 4 :-VIEqgE? i.m C Flf MJF 4 f CjDEp jbitted n Torn [ ,. 'Oproved with {,, : Dam i ma. V � 2 a a /,., .. •' .moo. . - a V ,., g'..pw (/'�y ♦ ... , ,u YF , ,.:.`• a .. i.p$g w t -$ a x ..,. ,• ? ,s'Iti 1. �'. A :� �. ti c a a N ,, � c �- ,p•�;, A ..ns, s �.. itp 4* b 3 , �Z �. � .�„ 2ppom•�,,•"� Rs r " TIOEE all; . '�.. «..:: � 'i, ,'ks r 'r w ... �-'„�8mh ¢v-4 A� .....a y 5.�'ir .. ?a'✓ Y�'a , � m f Top , 62 FT T � ; 0 � F � Ato 'Con :. PApC�I, INFO 0 AC7J. w M R o. R o / 017-100-059 o C &0 51�� C A0 0,81 M SHED flr h. F Z.�1 ,. fir? Z ONI C C�LN�}e AC' R Ir 5 �NTIAI. �X, U Q R/ ,/r �,! S - J - O S S - 2Q BSL c oA •s , � R 30.0 R s o� ., R� TY E� PROPOSED o ,F00 t P RINT OF 00 -! UTURE 2 ' F / AGE H OIv� �. AN Q - , cL, EACH PROPOSED L ,. ,_.. - CEMENT I' LA <_ , FIELD RE -,Igzap ,� f ARE -� .. . r � P�-AI�t F 0 \ \Y X14/ Ply- HO G �'0 � c � , , 9 � -100 -060 I , : , Fo�M��\,.Y JI 1 -�I o -opo 160 CH1NA I P Po, >_ 50 WELL t� 1 L ANrt TIM WOOF SETBACK , . *� AN, PAPC�L INFO /� .�► � ! C 50N IN LAW, JOINT tNNANf) 017-100-032 i �tf SIZE C AC> 1.5 3 I �NU� e � lo�� �ALM��'�"OAV ZONING: KK 2 ... , WELL LAN: AP BUILDING G�Ne P EXISTING CNICO: CA 9926 I �X. Ute: P.�51MN1'Iit 100 EX � i SEI�TICTANK AND CH LINE 508-OII Dt r 10a �4 CREEK t/ owmt. ,t 0 ANP P:05� MUP:p�IY SETBACK 100' WELL PVJ. p9cM INFO -760 CHINA CAMP POA SETBACK / I 017 090 I25 9 SIZE (AL) 2�.0 2 CI�ICO, CA 95 2� I , , ,I .TOP OF Zt1NING: Pf-� � I BANK 66N, PLAN, AP �X, USS: NCS' fiTV�LOP�f? -,,OPi,t\TY ARM: 1,2 /SCI,1 / ON tF PR RTY : TO CETE R7 C&F I � 20 OF CREEK : j - i L-7 I — - - --- -- INSTALL 30 LF OF 3/4” PROPANE LINE RAISE SS CLEANOUT TO PAD GRADE INSTALL UTILITY BOX WITH LID AI9J, t'APCFI INFO INSTALL SS CLEANOUT ON NEW 4" SEWER 017-100-032 51Z� (A0 05 ZONING; FV -2 GFN, PLAN: AV rX, U5F-: PT5119FN11AI. 1.5 : 1 MAX SLOPE 3/4" CLASS 2 AB00000�ooa COMPACTED TO 95% RDD ORIGINAL GRADE TYPICAL BUILDING PAD PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY AND 1. BUILDING PAD TO BE CONSTRUCTED OF J" CLASS 2 AGGREGATE BASE ROCK COMPACTED TO ANNE MURPHY AS JOINT TENNANTS 95% RDD. IT SHALL BE PREPARED IN COMPACTED LIFTS OF NO MORE THAN 12". COMPACTION General Notes PROJECT DESCRIPTION: INSTALLATION OF SHALL BE VERIFIED BY TESTING COMPANY SPECIFIED BY THE OWNER. MANUFACTURED HOME WITH GARAGE, 2. EXISTING SEWER AND UTILITY LINES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION. NEW SEPTIC SYSTEM AND OTHER CONTRACTOR TO POTHOLE FOR ACTUAL LOCATIONS AND IMMEDIATELY CONTACT THE OWNER IF UTILITIES ANY ADJUSTMENTS TO ALIGNMENT WILL BE REQUIRED TO MAINTAIN UTILITIES IN SERVICE. ADDRESS: 4760 CHINA CAMP ROAD CHICO, CA 95928 SEWER SYSTEM: (LOCATED OFF OF CENTERMLLE 3. PROJECT REQUIRES A MINIMUM OF 400 FEET OF LEACH LINE (4 X 100 PER BEDROOM). 405 ROAD APPROXIMATELY 3 MILES ARE SHOWN ON THE PLAN. LEACH TRENCH SHALL BE 24 INCH WIDE WITH A MINIMUM OF 2" NORTH OF INTERSECTION WITH COVER AND 6" OF DRAIN ROCK BELOW THE PIPE. HONEY RUN ROAD) 4. ALTERNATIVE TO THE ABOVE DESIGN IS 320 FEET OF LEACH LINE WITH A 36 INCH TRENCH. 0 APN: 017-100-060 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH BUTTE COUNTY ENVIRONMENTAL HEALTH ZONING: FR -2 DEPARTMENT STANDARDS. >w ry GENERAL PLAN: AR 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INSPECTIONS. NOTE: PROJECT SITE HAS TEMPORARY MOBILE HOME CONSTRUCTION PERMIT PENDING (ADM 05-21, AUTH FOR UNT MINNIE) 0 W Z z ACJ. rAPCFL INFO CC 011_100_059 V J 51Z� CAC) 0,81 LLO ZONING; Fp-2 GAN, PLAN: Af? AGE SERVICE U5F: 1T5MN11AL 30S'� HOME FOOT PRINT z � a LIMITS OF 75 X 45 PAD 3 z 0 CA WCA 280 FEET OF 1' WIDE X 2' DEEP TRENCH �3 SERVICE TO WELL 7� W 0 \ t_ O 1`0 \ O GRI S TE�q� �4 o m s03>> — R.C.E 61779 b ao EXP. 06/30/05 `Q CIVIL CFS Op C.70 0 WELL SET F 5.5^oo ` 1 e ' I t. No. Revision/Issue .Dat ' /Mho 1 Firm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX: 530-899-0943 Project Name and Address TIM WOOD AND ANNE MURPHY 4760 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 Projector 00- 0— Sheet Date 3/2705 1 OF 1 Scale 111=20' I _ T.-.... _.._ r _.. _ -_. _. __... _ ...__ - -- _.... _. ..__.__ 17 __ _ _. _.. i I �, _ _ - i �.� S GENERAL PLAN: AR 6 ° 5.0' BSL NOTE: PROJECT SITE HAS TEMPORARY Q sp °. MOBILE HOME INSTALLED (4762 CHINA '50„E C (ADM 05-21, AUTH FOR AUNT MI IE 28. CONNECT TO EXISTING WATER/SEWER/ELEC Q 10S6 5622 o MPA; C p ss'F w ° �►. e,LE y A19-1. PAP,,01 INFO SHOP SERVICE 20' BSL017-100-059 �ry HED 51Z� CAC) 0.81 ZONING: Fp-2 GR 3 —11.8 GZN, PLAN: Al: VEL GARAGE SERVICE �X. USP:151n�N�1Al - (E) SERVICEVE 30.0 i PANEL S4 Tp F GE SSse 2550 f 30.0 REp C F�E�� RE k Y X 3' HOME FOOT PRINT i R Etij 2 FF EL. 445 LIMITS OF 75 X 45 PAD p(.t,� > E q P . _ INSTALL CB IN ALL CB Y OWNER G' ( OWNER) 00° HOME S RVICELjj ” PAD 280 FEET OF 1' WIDE X 2' DEEP TRENCH SERVICE TO WELL 444 << r w w _ 3 N. S y P INSTALL 30 LF OF 3/4" PROPANE LINE o R/�i� 9, �ob 'so Oo RAISE SS CLEANOUT 9 TO PAD GRADE gooj0�c��t INSTALL UTILITY BOX WITH LID ) , G;Q i INSTALL SS CLEANOUT 9`F� 0 �. l` O' WELL ! 5.5 U ww AnJ, PAFC�L INFO ON NEW 4" SEWER O - --� . SET�A�, w0 017-100-052 R/lid �' i �; �� O _51ZP (AC) L. 5 ZONING: PC? -2 STING SEWER/UTILITY VELOCATION --MI, IN Al I RVI i j WELL t' 6%, PLAN: PR �X, U5�: �51PPN11AL 434.0- is 10 ' E IS NG ,,f BUILDING SF TIC ANK AND ` CH LINE LINE oKh� 36 X 18 DECK 100' t CREEK -Vi EV4ED �� �..SETBACK 100 ` 5 5 BUILDINGIo CO.IPT. PAl?C�L G§ jff. D ;. ;. d a ORESTRY 1 WELL \ N � e G SETBACK � 1.5 1 yfi by-� p �,'4 ..r v0i` , -- �I�-o90-I2:� a 2 2 a11a Fi EA f.. /�[� / O O V / o0000000000000o % MAX SLOPE t.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 qq a�+ O 0000000000000000000000000000000000 "+ a .ny.5r, fiY t, i4_. p Via,,??s..u.S n, - 000000 0000000000 /`, �51Z�(AC)2�x,02 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q' �� 000 O 4 0 0 0 O O O O O O n, "°'i. p 4 004040000000 ° I ` TOP OF. ��� 3/4" CLASS 2 AB 000000000000 ' € u.. s, ai "o o Gn 0 0000000000000000000 � V %_� ��� d '� '� ZONING. 1. f�'G� 000000 ��(J 7 PACTED TO 95% RDD BANK GAN, PLAN: AP y Date ORIGINAL GRADE TYPICAL BUILDING PAD �f P R OFA-E`R TY � � ;�, as1 TO "CENT ALL r a � r,1 -h U r� i ;tom ee > r $'' OF CREEK s> — ay ?q 9 /p"myy $-s Fs a�'�"uc7 ;fi ar t3..N.tak"`d.S.mk; c a'�.diP`t A'� IL�%fiz RHA General Notes PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY WITH 1. BUILDING PAD TO BE CONSTRUCTED OF J" CLASS 2 AGGREGATE BASE ROCK COMPACTED TO 0 TIM WOOD ANDANNE MURPHY AS 95% RDD. IT SHALL BE PREPARED IN COMPACTED LIFTS OF NO MORE THAN 12". COMPACTION JOINT TENNANTS SHALL BE VERIFIED BY TESTING COMPANY SPECIFIED BY THE OWNER. PROJECT DESCRIPTION: INSTALLATION OF 2. EXISTING SEWER AND UTILITY LINES SHALL BE MAINTAINED IN. SERVICE DURING CONSTRUCTION. MANUFACTURED HOME WITH GARAGE, CONTRACTOR TO POTHOLE FOR ACTUAL LOCATIONS AND IMMEDIATELY CONTACT THE OWNER IF DECK,NEW SEPTIC SYSTEM AND ANY ADJUSTMENTS TO ALIGNMENT WILL BE REQUIRED TO MAINTAIN UTILITIES IN SERVICE. OTHER UTILITIES ADDRESS: 4760 CHINA CAMP ROAD SEWER SYSTEM: zme.00, � CHICO CA 95928 3. PROJECT REQUIRES A MINIMUM OF 400 FEET OF LEACH LINE (4 X 100 PER BEDROOM).. 405 (LOCATED OFF OF CENTERVILLE ARE SHOWN ON THE PLAN. LEACH TRENCH SHALL BE 24 INCH WIDE WITH A MINIMUM OF 2" oo w wROAD APPROXIMATELY 3 MILES COVER AND 6 OF DRAIN ROCK BELOW THE PIPE. ---� ^ (o NORTH OF INTERSECTION WITH HONEY RUN ROAD) 4. ALTERNATIVE TO THE ABOVE DESIGN IS 320 FEET OF LEACH LINE WITH A 36 INCH TRENCH. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH BUTTE COUNTY ENVIRONMENTAL HEALTH J� �ry APN: 017-100-060 DEPARTMENT STANDARDS. ZONING: FR -2 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INSPECTIONS. �.� S GENERAL PLAN: AR 6 ° 5.0' BSL NOTE: PROJECT SITE HAS TEMPORARY Q sp °. MOBILE HOME INSTALLED (4762 CHINA '50„E C (ADM 05-21, AUTH FOR AUNT MI IE 28. CONNECT TO EXISTING WATER/SEWER/ELEC Q 10S6 5622 o MPA; C p ss'F w ° �►. e,LE y A19-1. PAP,,01 INFO SHOP SERVICE 20' BSL017-100-059 �ry HED 51Z� CAC) 0.81 ZONING: Fp-2 GR 3 —11.8 GZN, PLAN: Al: VEL GARAGE SERVICE �X. USP:151n�N�1Al - (E) SERVICEVE 30.0 i PANEL S4 Tp F GE SSse 2550 f 30.0 REp C F�E�� RE k Y X 3' HOME FOOT PRINT i R Etij 2 FF EL. 445 LIMITS OF 75 X 45 PAD p(.t,� > E q P . _ INSTALL CB IN ALL CB Y OWNER G' ( OWNER) 00° HOME S RVICELjj ” PAD 280 FEET OF 1' WIDE X 2' DEEP TRENCH SERVICE TO WELL 444 << r w w _ 3 N. S y P INSTALL 30 LF OF 3/4" PROPANE LINE o R/�i� 9, �ob 'so Oo RAISE SS CLEANOUT 9 TO PAD GRADE gooj0�c��t INSTALL UTILITY BOX WITH LID ) , G;Q i INSTALL SS CLEANOUT 9`F� 0 �. l` O' WELL ! 5.5 U ww AnJ, PAFC�L INFO ON NEW 4" SEWER O - --� . SET�A�, w0 017-100-052 R/lid �' i �; �� O _51ZP (AC) L. 5 ZONING: PC? -2 STING SEWER/UTILITY VELOCATION --MI, IN Al I RVI i j WELL t' 6%, PLAN: PR �X, U5�: �51PPN11AL 434.0- is 10 ' E IS NG ,,f BUILDING SF TIC ANK AND ` CH LINE LINE oKh� 36 X 18 DECK 100' t CREEK -Vi EV4ED �� �..SETBACK 100 ` 5 5 BUILDINGIo CO.IPT. PAl?C�L G§ jff. D ;. ;. d a ORESTRY 1 WELL \ N � e G SETBACK � 1.5 1 yfi by-� p �,'4 ..r v0i` , -- �I�-o90-I2:� a 2 2 a11a Fi EA f.. /�[� / O O V / o0000000000000o % MAX SLOPE t.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 qq a�+ O 0000000000000000000000000000000000 "+ a .ny.5r, fiY t, i4_. p Via,,??s..u.S n, - 000000 0000000000 /`, �51Z�(AC)2�x,02 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q' �� 000 O 4 0 0 0 O O O O O O n, "°'i. p 4 004040000000 ° I ` TOP OF. ��� 3/4" CLASS 2 AB 000000000000 ' € u.. s, ai "o o Gn 0 0000000000000000000 � V %_� ��� d '� '� ZONING. 1. f�'G� 000000 ��(J 7 PACTED TO 95% RDD BANK GAN, PLAN: AP y Date ORIGINAL GRADE TYPICAL BUILDING PAD �f P R OFA-E`R TY � � ;�, as1 TO "CENT ALL r a � r,1 -h U r� i ;tom ee > r $'' OF CREEK s> — ay ?q 9 /p"myy $-s Fs a�'�"uc7 ;fi ar t3..N.tak"`d.S.mk; c a'�.diP`t A'� IL�%fiz RHA General Notes 0 a L LJ LJ zme.00, zW-19mmom r) < 0 .j 0 CL Q,�pF ESS/0 0 R. E 61, Tmm N EXP. 06/30/05 e T9�F Civet �F C ALF No. Revision/Issue Date L_ T� G PLYWOOD CC EYE, Z4',' 'DF*2: L2"Kfd DECRIIJG V TYI' _. . op °� Perdu CLIP C �M � R S • �� m �kf3'd.�. NIAx. = x 12 �T111TR1�1Gf=R �n lit vie w..aaati•a iI(1kIDl`'111L :NOT S{IOTA N •�'Ol� CLARITY. 3/116. 60CT ' � paceel -504ha.rf- 7 Wl Sphere. carmoiz- 2"uq' .n om 4h MOBILE IMME !46 1 a MR. RZHIJ CLIP (EA. DE �IAX. L/ • h'u4' POST' . . � �Sc�}.. PREsSURF' r r-- GAMRPRAIL '�-" tela' i'rRrAOd'Iy�it n (34LT3 RFDW DECKITJG GIRDER PRECAST 47,-96 POST /0- 3D-0 3 IER rjr,�U4rr plAaDNA L • l3lotRRCING. TYPICAL RFslDE�Jl/1111— a • . •� • ' ; '' ` IOUNTY O BUTTE — 139PARTMENT OF PUBLIC WORKS 0F • . 7 County Center Drive — Oroviilo. Gatirornla 95965 Ih"xi `MIN. F��i /N�i Tele�hona: R�E1-7541 _ . -- - . _--- -- - -- - -- - -- _ �U.T.�` Department of Development Services ;,,;:,:;;, . ° Building Division �_ o ` Z-':� ° 7 County Center Drive ° o oroville, CA 95965 o ..... o (530)538 -7541 541 ( 530) 538-2140 FAX Ott HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23 -II -B-1. Minimum underfloor clearances from finish grade to wood joists is 18 (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4} Stairs serving 3000 sq.ft.and greater, risers shall be 7" max. and treads 11 min, The dimension difference between the smallest and largest tread run or riser height within an i s can not exceed 3/3" UBC 1003.3.3.3.3) y flight of star anchored t oprimary structure. Toenails subject to 'n ers shall be an Stair stringers withdraw are not acceptable anchors (2320.13). 3-trz t-1rs 3-t2 ' Max. • max. 10 1 -12 • Min:. 2-1112. 4" Max. Intermediate rails 4" Max. spacing shall prevent t-trz• { the passage of a 4" 3-12 Max. 36" Min. diameter sphere. 1-1/4' to z-1rz 4" Max. HANDRAILS �� t •12' Min. Top of 4' Max. Top of peck W Handrail Joist ® height 34"-38" Anchor stair -T stringers to. the 4'- s'Min. Not Acceptable primary structure with an approved 4 x 4 post min. joist hanger and 9'Min screws, lags, M.B. Min. clear width (--� •• Girder at stairs shall Pier posts greater 6"Max be 36" than 3 feet in height need to be diagonally \1TPost Min. 2 - 1/2" braced between dia. [hru posts. An approved post cap connection or bolts required connect girder & post with 1/2" pI wd gussett & 3 - 16d nails top & bottom 4 - 16d nails or an approved 3 - 2 x 12 ® Min. 2x pressure post base 6" Min. Stringers treated sill plate connection 1 , If using ----=------ precast piers, 8" Min. embedment wet set 12 x 12 footing Attac # ".`�1. !I ii °�.. precast pier R SO, IF into concrete sill ith footing. Sr?'gle rp TYPICAL PIER FOOTING Handrail 1997 UBC -XIS �` f *.13 Tr .Department ofDevelopment to p men t Services o �1;. o Building Division o ° 7 County Center Drive o s ,_ - o Oroville, CA 95965 o o -7541 530 538-2140 FAX _ 8 530) 53 ( ) e10� GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23-II-13-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18'; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) i I--- a' Max. Min. 4 x 4 post @ 5'- 0" o.c. 4' :Max. Intermediate rails 36" Min. spacing shall prevent the passage of a 4" diameter sphere. Top of Top of 3/4" clearance Deck SIDE VIEW 4" Max' Joist to the edge of he wood Min. 2x pressure treated ledger member joist Min. 2 — 3/8" x' > lag bolts or screws. Min. 2 - 1/2" dia. thru bolts required TYPICAL LEDGER GUARDRAIL An approved post If the deck/porch is 30" Pier posts greater � cap connection or greater above the than 3 feet in height Girder or connect girder finish grade a guardrail is need to be diagonally and post with required. braced between posts , ala^pkwd gussett 73 °E o�St 77 � nails 4 - 16d nails or '"" i top 4jaottom an approved w' post base connection 6" Min. ------------ If using precast piers,12" x 12" Footing 8" Min. embedment wet set precast pier into concrete footing TYPICAL PIER FOOTING Guardrail 1997 UBC.xis i INSTALL 30 LF OF 2 3/4" PROPANE LINE 0 Q 0 b RAISE SS CLEANOUT 9 3 TO PAD GRADE INSTALL UTILITY BOX WITH LID INSTALL SS CLEANOUT A121 PAP.C�L INFO ON NEW 4" SEWER 017-100-052 51ZR CAC) 1,53 ZONING: FR --2 GAN. PLAN: AR M U5�: Rf51t7M& 36 X 18 DECK 5 5' BUILDING 2 % 2 q 1.5 1 o°o°o°o°o°o°o°o°o°o°o°o°o°o°MAX SLOPE 0 0 o a 0 0 0 0 0 0 0 0 0 3090000 0 0 0 0 0 0 0 0 0000000 0 0 0 00 000 0 0 000000000 0°000°0°0°o°0°0°0°0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 3/4" CLASS 2 AB ° a°°�°oa°°°o°o°°g°g°g°g°�°° 0 0 0 000000000000 COMPACTED TO 95% RDD ORIGINAL GRADE TYPICAL BUILDING PAD PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY WITH 1. BUILDING PAD TO BE CONSTRUCTED OF J" CLASS 2 AGGREGATE BASE ROCK COMPACTED TO TIM WOOD ANDANNE MURPHY AS 95% RDD. IT SHALL BE PREPARED IN COMPACTED LIFTS OF NO MORE THAN 12". COMPACTION JOINT TENNANTS SHALL BE VERIFIED BY TESTING COMPANY SPECIFIED BY THE OWNER. PROJECT DESCRIPTION: INSTALLATION OF 2. EXISTING SEWER AND UTILITY LINES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION. MANUFACTURED HOME WITH GARAGE, CONTRACTOR TO POTHOLE FOR ACTUAL LOCATIONS AND IMMEDIATELY CONTACT THE OWNER IF DECK,NEW SEPTIC SYSTEM AND ANY ADJUSTMENTS TO ALIGNMENT WILL BE REQUIRED TO MAINTAIN UTILITIES IN SERVICE. OTHER UTILITIES ADDRESS: 4760 "CHINA CAMP ROAD SEWER SYSTEM: CHICO, CA 95928 3. PROJECT REQUIRES A MINIMUM OF 400 FEET OF LEACH LINE (4 X 100 PER BEDROOM). 405 (LOCATED OFF OF CENTERVILLE ARE SHOWN ON THE PLAN. LEACH TRENCH SHALL BE 24 INCH WIDE WITH A MINIMUM OF 2" ROAD APPROXIMATELY 3 MILES COVER AND 6" OF DRAIN ROCK BELOW THE PIPE. NORTH OF INTERSECTION WITH 4. ALTERNATIVE TO THE ABOVE DESIGN IS 320 FEET OF LEACH LINE WITH A 36 INCH TRENCH. HONEY RUN ROAD) 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH BUTTE COUNTY ENVIRONMENTAL HEALTH APN: 017-100-060 DEPARTMENT STANDARDS. ZONING: FR -2 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INSPECTIONS. GENERAL PLAN: AR NOTE: PROJECT SITE HAS TEMPORARY MOBILE HOME INSTALLED (4762 CHINA C (ADM 05--21, AUTH FOR AUNT MINNIE ►ER /ELEC 2VICE A191 FARM INFO 017-100-059 51ZF (AC) 0,81 ZONING; PR -2 — 11.8 GAN, PLAN: AP. GARAGE SERVICE �X, USS: ISIn�N11AL Ssse 05�� 2550 f 3' HOME FOOT PRINT i LIMITS OF 75 X 45 PAD .�-- INSTALS CB Y OWNER W i \D 280 FEET OF 1' WIDE X 2' DEEP TRENCH SERVICE TO WELL 14 70 Ct- � h � 7 3 N. S. SSa -- i BANK GAN, PLAN: AR m U5�: N01' oRI,Dm) f� PROPERTY L1 COU I TO CENTER /.;, OF CREEK - Frm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX: 530-899-0943 Project Nome and Address TIM WOOD AND ANNE MURPHY 4760 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 .,, General Notes 0 LL Uj Ll. O U.0 LL Vj QRnf Es wo s F ���o G,�Ri s yeti 0 £ y c� � m Om R. E 61779 M06/3 \P CIVI1. of CALIF No. Revision/Issue Date Frm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX: 530-899-0943 Project Nome and Address TIM WOOD AND ANNE MURPHY 4760 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 .,, ATTACHMENT CHANNEL (Sy CENGrH 25' " 440" `I 3.00' SQ. 3.00'SQ• ° �-�- —1 --1 3,00' SQ.[-- i 50' 150 ALUMINUM SEE DETAIL O l.S TIRO ��TN(]T B F STRUCT 40' g-J1.00� � ' �� ' ROOF &PAONEL MES. THIO RQ NST �� AnE rHE 2.4 ' 40 170' 250' 28' •0__3P _ 40 5' NOTE: j6N IF �C AA/ 1,48 3.00° —4.50" 4,50' -� 4.50° 4,50 -40` - o 14•R LQse 3,00' TYP. ROOF SHALL NOT g. 24.0.0` 1.5' SQ, ALUM. POST EXCEED 1.0 PSF 24R TRT xV' PAN MAG. POST 3' SQ. ALUM, POST 28 ALUM. A L –H . 3' SQ. ALUM, POST ALUM. ALLOY 3004–H36 3' SQ. ALUM. POST 2=-❑, M X. (ALUM. ALLOY 3004-H3E• ❑R EQUAL / 0,02 M) ALUM. ALLOY 6063-T5 ALUM. ALLOY 3004-H36 USE @ 1.50' p .77' ,09R, (I.SJ 67' 3.00' OR 1 1/ ' BRACKET DETAIL ©F❑R SPLICE QST SP SQ. POST IS 9'LON EE ACI OPTIONAD cu 25• L5'POST x 10'-0'MAX HEIGHT & 2 40' OR 1 1/2' ScyEDUCE CANTILEVER ; ALL UNMARKED RADII •06R 1,375" QT BEAM 2,5 v 3' POST x 14'-0' MAX. HEIGHT 0 050' @ TQ 45 to MAY BE USED. 0 0 .75' RU LFORM 2 pQs�kS �EDNG TY L`1�° JS .38'0 o EMARERIALr 7,x'5' ALUM. ALLDY 3004-H36 ALUM, @ ROLLFORM MQ$j�EHQ :)0' 60b3 -T5 •60' 6063 -Tb ALUM, @EXTRUDED NOTE; NO SPLICE IS ME 029 THICK, TYP• 1.50' BRA= 1 1/2" SQ, SCROLL ALTERNATES POST ND AT END BAYS. O 8"x21/" FIAT W/(��-�T - 070' TYP, PASTS. SINGLE POST ® ALUM, ALLOY 3004-H36 MAXIMUM ROOF O ,070" BRACKET FOR 3' POSTS PANEL SPAN 12' o�Jp S51pA, SES G• p<<� ' ` OPTIONAL DECORATIVE FASCIA 1.50' #IO WD. SCREWS @ 1610C �L Sp �.` ( WOOD, ALUM, OR HARDBORD ) 1,50E 060z -- NOTE, EACH COMPONENT IS INTER- t= 0,04' 06 W/1 1/2' MIN. INTO D78• w�• 0. 215��3 �n-� E�EVATI�N CHANGEABLE WITH ANY OTHER � ¢ .010'x90' �22�EXP.9-30-2005 COMPONTENT UNLESS OTHERWISE SHOWN. 0aQ <2) DIAR 633' II WALL 563' 281. #io SMS @PANEL.25 OS l PR❑J. = 12'-0' MAX. -i 2-#12 x 1/ S.MS. EACH SIDE OF 3' D '.Q FASTENERS 2.600 LOCKS OR #$ SMS 4' pr CML SQ. POST <I TITAL) In (u AT EA• CONTACT 7;.c � ATTACHMENT CHANNEL ALTERNATE 1/°b' 0 BOLT W/ WASHER (U ALUM.ALLOY 20 ' QFCP05 12' MOBILEHOME SEE DETAIL D EA. SIDE OF 3' SQ, POST S, MAX. 12' O 6063–T5 CONTINUOUS SPEED RAIL O.H. 1/4' M(MIN, 1.75 FASTENER,.SEE DETAIL 06 ROOF PANEL PER DETAIL (WHERE OCCURS? . KO R❑LLF❑RMED HANGER : FOR 90 MPH WIND USEt ca FASCIA, SEE DETAILS II 5 ALUM, 3004-H36 #10 SMS @ EA. CONTACT SCREWS 12 16' _ 2 i/2' HANGER CHANNEL c� _ II POST AT I + I 1.10' 010 x 1 1/2' PENS. WD. �' It�OPTIONAL 7 j l� O Ij { _. I} WALL CONNECTION SCREWS @ 8' o.c. w i .50' 3' 3Q. POST CANTILEVER - I I i W n I 12 0 MAX. moi_ } -- c? o INSTALL POST VERTICALLY BEAM L _ — =--a 1�ANOPecnJR�smaa�ntomtsaonm y ; x POST BASES, SEE I J SEE DETAIL® :BRACKET AT BASE SIMILAR, w, .' AoCssoRYRummmoAeTRucrDRE R.F. ATTACH STRIP O Q h 2.35' SEE DETAIL © y"A SEE DETAIL @D .--.... _.. •--. 8EAL78AND "P eAParrcoDsDlVIsloNu.P,cni c H of AnWM CONCRETE SLAB Fri"`€AW yi'���u a o (WHERE OCCURS) 0as=Tocrmnscaau NotsD NATURAL GRADE 2-1110 x 1/2' S.M,S. EACH SIDE OF 3' x�}' APPROVALDoESNtfAt—T tMORAPPRMRANYOMISS101f 2 i/2' PANEL SQ. POST (4 -TOTAL) z, FASCIA BOARD 1 NOTE. ATTACHMENT FOR SLAB, SAFTEY STAKE ALTERNAT_s 1/4'0 BOLT W/ WASHER ^" osnsneTcorrPxomxEQtiOrrflusNTsoPAPPLICAAB OR AUGER ANCHOR EA. SIDE OF 3' SQ. POST ��-_- EXIST. EAVES, RAFTER O O&O SECTICJN `'`8` �11WSdNDRWUL TIONS ALLOWABLE PROJ, EXISTING EA WRAP-AROUND SCHEDULE PROJECTION LP_ MAX, ALLOW. PROJECT,Li .04' RAILS A6' RAILS MAC', GUTTER R.F. H EXT H EXT. 7'-0' 4'-8' 7'-0' 12'-0' 8'-0' 4'-5' 6'-7' 12,-0• 9'-0' 4'-1' 6'-2' IV -0' !0'-0' 3'-11' 5'-10' 12'-0' Il' -0' 3'-9' 5'-7' 12'-0' 121-V 3'-6' S'-4' 121-0' e i USE STD. POST BRACKET WI(2)410 SMS EA. SIDE OF POST LARCH OR CEDAR (CONST, STRUT> IGRJ PROJECTION L-1 t , w � OR 114"!?1 BOLT THROUGH POSTAND 2 1/4° Ox 1 1/4" RAWL DRIVEANCHOR ALL PRESSURE -TREATED WOOD OR FNR RF. ATTACHMENT O REDWOOD MARKED OR BRANDED BY AN STRIP OR EXT. FOR POST SEE - OR EQUAL APPROVED AGENCY HANGING RAILS BACK o ' DETAIL ®g © ¢ ¢ �o MAX, COL, MAX, CO_. TO BACK, SEE �" i SPACING SPACING BRACKET SEE WRAP-AROUND SCHEDULE, F- I " 3'SQ. COL, = I ii 1 11 DETAIL ® W/ I IMPSO ER -5357 3.5' 3• SQ. SEE CROSS SECTION VFJ21 FAN 1 1/2' SQ, I 2-#19x1/2'SMS W ,B.O, x 1' N _ 0 POST I POST, SEE PPER OST TOP 1/2' SQ. EACH SIDE DETAIL TOP OF .040 SPLICE UTTER/BEA I I 1 z ALTERNATES CONC. SLAD _r 9 I SEE DETAIL 3004H36 E3 UM_ ALLOY _ I I I 1/4' 0 BOLT PER 3.51 r POST. v FOR POST I +; METAL I I I I ANCHOR BOLTS (1)- 3/8'0 BASE CONN.O — TOP OF o o SASHIMS NC. KB -1 PER ICBD ERI 462BOLTS ° e READ. BRAC!(ET ° NOTEI ATTACHMENT FOR SLAB SAFTEY STAKE (2)NO.14 11/� CONN' �r4^3xIIMRAWLDRIVEANCHORPER gI[¢%YOOD ,� a•sa Po3Tx PER C POST ANCHORAGE O OR AUGER ANCHOR IO v&ON S.M.S. 1aD't�AxHT. ICBOER-4514 OR EQUAL 4"COLUMI4IPRODlTE WRAP-AROUND PLAN F " OPTIONAL WOOD FASCIA POST CONN, AT WALL G PEAKED ROOF DETAILS H CONCRETE SLAB O & POST MODELS DATE 2001 o .KK FDRmATrmfAUmMcw ..F'OX ENGINEERING INC. � JAMES ROOF LIVE LOAD JOB NO. 02-0'166 MOBILEH❑ME AWNING MOBILEHOMEAWNING- ATTACHED SCAB NONE P' = - DURALUM PRODUCT INC. REVISION DAM STATE' OF CALIFORNIA D KA -6 JAMES M. FOX, STRUCTURAL, ENGINEER 10 P.S.F. 8269 ALPINE AVENUE REVISION 10 PSF ATTACHED JAMES G. FOX, CIVIL ENGINEER JAMES G. FOX C-21543 /� Q �Q1 ++ SACRAMENTO, CA 95826 8060 ELEGRAPH RD. DOVVNEY, CA 90240 FAX' {SU) 27-2503 SPA ff 88-60 (916)452-7021 (909) 736-4500 SHT 1 OF 2 �� __T_ I D pM0FHM=0ANDC0MMDN11YDEVEWP MAX. 12' OVERHANG TCHMENT STRIPS OR 5,50' - .>. � .�.. n• I CODHSAND STANDARD$ C li .ACARAILS, SEE 3.00' 3' SQ. POST PA NQ SCHEDULE ® OR .240 PLANAPPROVALB7(PIRBS 6,5R,F-. FASCIA/3°POST OC EXISTING SAVE CONNECTION �E P SMS A' EACH I RI e RIB (AT 8'O,CJ � GUTTER/BEAM Q #10 SMS @18' O,G ® #10 SMS AT EACH LOCK CAT 24'O.C.) r- n Y FOR 3" SQ. POSTS 4'x4' WOOD POST REDWOOD, DOUGLAS FIR e i USE STD. POST BRACKET WI(2)410 SMS EA. SIDE OF POST LARCH OR CEDAR (CONST, STRUT> IGRJ PROJECTION L-1 t , w � OR 114"!?1 BOLT THROUGH POSTAND 2 1/4° Ox 1 1/4" RAWL DRIVEANCHOR ALL PRESSURE -TREATED WOOD OR FNR RF. ATTACHMENT O REDWOOD MARKED OR BRANDED BY AN STRIP OR EXT. FOR POST SEE - OR EQUAL APPROVED AGENCY HANGING RAILS BACK o ' DETAIL ®g © ¢ ¢ �o MAX, COL, MAX, CO_. TO BACK, SEE �" i SPACING SPACING BRACKET SEE WRAP-AROUND SCHEDULE, F- I " 3'SQ. COL, = I ii 1 11 DETAIL ® W/ I IMPSO ER -5357 3.5' 3• SQ. SEE CROSS SECTION VFJ21 FAN 1 1/2' SQ, I 2-#19x1/2'SMS W ,B.O, x 1' N _ 0 POST I POST, SEE PPER OST TOP 1/2' SQ. EACH SIDE DETAIL TOP OF .040 SPLICE UTTER/BEA I I 1 z ALTERNATES CONC. SLAD _r 9 I SEE DETAIL 3004H36 E3 UM_ ALLOY _ I I I 1/4' 0 BOLT PER 3.51 r POST. v FOR POST I +; METAL I I I I ANCHOR BOLTS (1)- 3/8'0 BASE CONN.O — TOP OF o o SASHIMS NC. KB -1 PER ICBD ERI 462BOLTS ° e READ. BRAC!(ET ° NOTEI ATTACHMENT FOR SLAB SAFTEY STAKE (2)NO.14 11/� CONN' �r4^3xIIMRAWLDRIVEANCHORPER gI[¢%YOOD ,� a•sa Po3Tx PER C POST ANCHORAGE O OR AUGER ANCHOR IO v&ON S.M.S. 1aD't�AxHT. ICBOER-4514 OR EQUAL 4"COLUMI4IPRODlTE WRAP-AROUND PLAN F " OPTIONAL WOOD FASCIA POST CONN, AT WALL G PEAKED ROOF DETAILS H CONCRETE SLAB O & POST MODELS DATE 2001 o .KK FDRmATrmfAUmMcw ..F'OX ENGINEERING INC. � JAMES ROOF LIVE LOAD JOB NO. 02-0'166 MOBILEH❑ME AWNING MOBILEHOMEAWNING- ATTACHED SCAB NONE P' = - DURALUM PRODUCT INC. REVISION DAM STATE' OF CALIFORNIA D KA -6 JAMES M. FOX, STRUCTURAL, ENGINEER 10 P.S.F. 8269 ALPINE AVENUE REVISION 10 PSF ATTACHED JAMES G. FOX, CIVIL ENGINEER JAMES G. FOX C-21543 /� Q �Q1 ++ SACRAMENTO, CA 95826 8060 ELEGRAPH RD. DOVVNEY, CA 90240 FAX' {SU) 27-2503 SPA ff 88-60 (916)452-7021 (909) 736-4500 SHT 1 OF 2 �� __T_ I I SP 4' I -BEAM ALUM. ALL❑Y 6063–T5 SIMPLE SPLICE MAG POST ALUM. ALLOY 6063–T5 ALL PANS GUTTER EXT, CLIP 1,52" 61" #10 SMS @ GUTTER EXT, CLIP LOCKS OR #8 SMS @ EA. �— RIB, 2,00" SPLICE WHERE I ,:.. SPLICE WHERE OCCURS -_�I OCCURS '\I 1,79" a idAT10FACIVRffiEOMH/M0811.8HOM6 4.6' I `: t ACCESSORYBUILDINOORSTRUCTURE 46'� 1 ✓I�1LT8APIDSAFHiYCOAH D1YI81QN19,PART$ 2,57" 3 2.04'L I ——f BMs F .:, AppApygp — 2.04' LIT31-5. I 2.19"wE>BCTT000RREcnox wow #10 SMS 2 EA. — I 2,08" CONTACT(TYP) �O�bM�AUTHMUlH0RAFrROveANYOMISSION 000o J 081DBVL4n0N FROM REQUIREMENTS OF APPLICABLE 2'7 2,93" �– :T srATEuwsaNnREauurloNs MAG, GUTTER' A (MWWUSrNOANOCOMMUAIITYDEYE(.OP ALUM. ALLOY 4.5 GUTTER .035' R,F, GUTTER FASCIA–ALUM. COMANCETANDAMS a 6063–T6 ALLOY 3004–H36 mr�ATE ALUM, ALLOY BPANO. 6063–T6 n MPL1NAPPROYALEXPM 6,5" ROLLEORMED ALTERNATE GUTTER t ]HEADER / CANTILEVER BEAMO FULL MOMENT Rof t.�r 5 GENERAL NOTE: OR 6063-T6 FOR EXTRUDED ORM-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY -- - NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS Z- COLUMN, PLA7E & BOLTS SHALL BE GALVANIZED, FOR POST TYPE > `CONN., SEE DET, 1(J 1/8' 6 2 1/8 0 BOLTS 3/8 7/8" COLUMN SPACING SCHEDULE ❑ 91 24 ON CONC, SLAB ; SAFETY STAKE, OR AUGER ANCHOR 2c 7'-0' .5 3" 1' 1` 3• 1° 181 1� 1 8, 1 1 tiQ 9'-2" y 1, ALUMINUM DESIGN PER 'ALUMINUM MANUAL' BY THE ALUMINUM NO. 21543 ASSOCIATION AND PER TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE t EXP. 9-30-2005 CODE AND 1997 UNIFORM BUILDING CODE1 oaf CdFcvt�Vr3' �Gd����Ov (8)S p #12 S.M.S. 2. POST MAY BEAR ON CONCRETE SLAB IN LIEU OF FOOTING, CONCRETE SLAB SHALL TYP, THICKNESS=,035" (24 TOT.) II TYP. THICKNESS��.035" BE A MINIMUM OF 3 1/2' THICK, IN GOOD CONDITION AND APPROVED BY THE u Jj CML �p 9r'FC,LIF ENFORCEMENT AGENCY, POST SHALL NOT BE INSTALLED LESS THAN 1/2' FROM FcASLAB. EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN ON CONC, + + II + } �I ++ -i- + + + ++ SEE SCHEDULE OD FOR POST SPACING FOR NEW SLAB, COMPRESSIVE STRENGTH IN 28 DAYS TO BE 2,500 P.S.I. MINIMUM. �1 ALUM. ALLOY 3004-H36 ALUM ALLOY 3004-143G 3, SOIL MAY BE ANY NATURAL SOIL OR MEDIUM TO COMPACT FILL EXCEPT OR 6063-T6 FOR EXTRUDED ORM-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY -- - NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS Z- COLUMN, PLA7E & BOLTS SHALL BE GALVANIZED, FOR POST TYPE > `CONN., SEE DET, 1(J 1/8' 6 2 1/8 0 BOLTS 3/8 7/8" COLUMN SPACING SCHEDULE ❑ AX..- MAX._ PROJECT, PROJECT, ON CONC, SLAB ; SAFETY STAKE, OR AUGER ANCHOR 7'-0' 9'-2" LOOSE OR ORGANIC TYPES, SOIL BEARING VALUE 1,000 P.S.I. - 4. FASTENERS TO BE GALVANIZED OR CADIUM PLATED .OR STAINLESS- STEEL OR a24=T4 'ALUMINUM - 5, MISCELLANEOUS STEEL SHALL CONFORM TO. A,S,T,M, A-36. 6. PAINTi 'RUST-O-LEUM' OR EQUAL RUST INHIBITIVE PRIMER AND FINISH COAT. 7. ALL ALUMINUM ALLOYS TO BE AS SPECIFIED, OR AN APPROVED EQUAL, 8. ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED WITH 'JONES- DABNET' ZINC RICH 392-151 PAINT OR AN APPROVED EQUAL. 9 EACH PATIO COVER SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION TAG WITH THE NAME AND ADDRESS OF THE MANUFACTURER, ROOF LIVE LOAD, HORIZONTAL WIND LOAD, WIND UPLIFT, APPROVAL AGENCY AND APPROVAL NUMBER. 12. SOLiD PATiO COVER MAY BE ENCLOSED WITH OPEN MESH INSECT SCREENING AND / OR WITH READILY REMOVABLE 1/8' THICK (MIN.) PLATE GLASS, OR .115' THICK (MIND SHEET GLASS, PATIO COVER ENCLOSURES CONSTRUCTED OF Ev RIGID MATERIALS SHALL BE APPROVE0" APPROVAL. SCREEN ENCLOSURES AND WIND BREAKS MAY NOT BE ATTACHED TO 511111COLUMNS, PL, -2 3/4'x2'x10 GA. II A,S.T.M. A36 STL. 1,37s'7 GA. PL, (.18') los• 11/I6' 0 ROD 3/16° 1040 STL, 1,375', ALL PARTS PAINTED Z -COLUMN, 12 GA. 'RUST-0–LEUM' PER 20° A.S.T.M. A36 STEEL GENERAL NOTE 7, SHT,2 1 3/8'x2'xi 3/8' OR EQUAL, 4' DIA. 9 GA, PL-12'x12'x12 ASTM A-36 HELIX GA. ASTM A36 STL 3/16" STEEL FOOTING SHALL BE MANUFACTURED BY ABESCO, STL, FTG, / 15' POST O ABESCO AUGER ANCHOR ON MOBILEHDME AWNING HATE 2001 –o KK FORMATTED IAUIOCAD JAMES M. FOX SE 516 SoCNONE o� JM IiEsu9AlITlP.G.COPA �' , FOX ENGINEERING INC. STATE OF CALIFORNIA JAMES M. FOX, STRUCTURAL ENGINEER KAK �i JAMES G. FOX, C-21543 10 PSF ATTACHED � JAMES G. FOX, CIVIL ENGINEER (562)806-1337 8060 ELEGRAPH RD. DOWNEY, CA 90240 FAX: (562)927--2509 ROOF LIVE LOAD MOBILEHOME.AWNING- ATTACHED JOBNO. 02.0166 DURALUM PRODUCTS INC. 10 P.S.F. 8269 ALPINE AVENUE REVISION DATE:. B-2002 SACRAMENTO,CA95826 SPA # 88-60 (916}4522.7021 (9M)7364= sHT 2 OF 2 PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY WITH 1 BUILDING PAD TO BE CONSTRUCTED OF CLASS 2 AGGREGATE BASE ROCK » COMPACTED TO °~ RDD. IT SHALL BE PREPARED IN COMPACTED LIFTS OF NO MORE THAN 12 . COMPACTION . ; TIM WOOD ANDANNE MURPHY AS 95% JOINT TENNANTS `18HAILL BE VERIFIED BY TESTING COMPANY SPECIFIED BY THE OWNER. PROJECT 'DESCRIPTION: INSTALLATION OF 2. "EXISTING SEWER AND UTILITY LINES SHALL BE MAINTAINE CONTACT THE OWNER IN SERVICE DURING CIF ON. MANUFACTURED HOME WITH GARAGE, COWTRACTOR TO POTHOLE FOR ACTUAL LOCATIONS AND IMMEDIATELY i DECK,NEW SEPTIC SYSTEM AND ANY ADJUSTMENTS TO ALIGNMENT WILL BE REQUIRED TO MAINTAIN UTILITIES IN SERVICE. OTHER UTILITIES ADDRESS: 4760 CHINA CAMP ROAD SEWER SYSTEM: CHICO, CA 95928 3. PROJECT REQUIRES A MINIMUM OF 400 FEET OF LEACH LINE (4 X 100 PER BEDROOM). 405 s� (LOCATED OFF OF CENTERVILLE :ARE SHOWN ON THE PLAN. LEACH TRENCH SHALL BE 24 INCH WIDE WITH A MINIMUM OF 2 00 , ROAD APPROXIMATELY 3 MILES COVER AND 6" OF DRAIN ROCK BELOW THE PIPE. cb NORTH OF INTERSECTION WITH 4. ALTERNATIVE TO THE ABOVE DESIGN IS 320 FEET OF LEACH LINE WITH A 36 INCH TRENCH. MHONEY RUN ROAD) 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH BUTTE COUNTY ENVIRONMENTAL HEALTH co^ APN: 017-100-060 DEPARTMENT STANDARDS. -� ZONING: FR -2 6. _ CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INSPECTIONS. Q GENERAL PLAN: AR 5.0' BSL NOTE: PROJECT SITE HAS TEMPORARY 6. MOBILE HOME INSTALLED (4762 CHINA Q Sp l 'E C (ADM: 05-219AUTH FOR AUNT O� S 7°5 '50"E MINNIE �- 28. CONNECT TO EXISTING WATER/SEWER/ELEC S 10,56 S 622p' �IIpQpORgR SSE Af/J.199CFI. INFO O O V E & SHOP SERVICE 017-100-059 20' BSL HED SIZE (A0 0,81 'INNING DIVISION - ILDING PLAN APPROVAL ` L t4nx— ndscaping: � E) SERVIC VE I. PANEL ro x a REp q FI E� � RE 30.0 l� tpl 4 IN ALL CB OWNER) - I HOME S RVICI ry�Meo a 0 INSTALL 30 LF OF 2 . 3/4" PROPANE LINE RAISE SS CLEANOUT TO PAD GRADE INSTALL UTILITY BOX WITH LID INSTALL SS CLEANOUT A121 IMM INFO ON NEW 4" SEWER 017-100-052 51Z� (AC) 07 ZONING: FV -2 GAN, FI AN: AR M U5l�: M5117M& I 5' 5' BUILDING 1.5 1 2% 2 q p 0000000°0°0°0°°0000°0°0000°0 o MAX SLOPE 0 0 0 0 0 0 000-0,0 0 0 0 0 0 0 0 0 o0a00000000000 0°0°0°0°0000000000000 °°° 0°0°0°000000000000000000°a 3/4" CLASS 2 AB ° ° ° °o°0°0°0°0°0 COMPACTED TO 95% RDD ORIGINAL GRADE TYPICAL BUILDING PAD APPROVED 13 county En • nrr ntal Heal —o ,ate S�cg,-,ature ZONIN(A: rK-2 11.8 GAN, FLAN: At? GARAGE SERVICE FX, U5F:151IN71AL 1 G S©S>> 2550 f 3' F HOME FOOT PRINT FF EL. FF OF 75 X 45 PAD 445 -- INSTALL CB Y OWNER 0° 01 f P CA 280 FEET OF 1' .WIDE X 2' DEEP TRENCH PAD SERVICE TO WELL o EL. 444 o 7p s w O 1 n \ luffifflAl wArta ^C) ^O ^O 2z, / 36 X 18 DECK O to to O V_ 7 Z 3 N.T 0414 QFC I I r 700 WELL o SET�Ac-I� 5.5 �o Xlv- � N STING SEWER/UTILITY :R LOCATIOWELLN INTAI I S RVI BUILDING 10 ST� SE TIC AA AND �! CH LINE 100' �� � / WELL \ Mi. pAl?C�I INFO SETBACK ;_ - 017-090-125 �•. 51Z� (AC) 25,02 / ZONING: FV -5 3 i TOP OF �. PLAN: A BANK CAM P / USS: NOf MWLIOMP \ / / PROPERTY TO "CEWTR�_ OF CREEK qftWN ��� GNFtI S Tf F w� R.C.E 61779 EXP. 06/30/05 9l� clw- No. Revision/Issue Date Firm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX: 530-899-0943 Project Name and Address TIM WOOD AND ANNE MURPHY 4760 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 ff 30.0 PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY AND 1. METAL AWNING PER SPA NO. 88-60 `onfrentaI Health N Q v 0 8 2005 CFTC®, C General Firth Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PK 530-899-0409 FX: 530-899-0943 Project Name and Address TIM WOOD AND ANNE MURPHY 4762 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 11) roject2000 Sheet Dole 11/8/05 1 OF 2 Scale 111=201 M111 Notes W A0.011*1' 0.0 W LLU) V J 0 O (tI S tN�� �q G £ �� SFFy w• om D! � b ;VR.C.E 61779 EXP. 06/30/05 \Q C1 IL OF C pL1F No. Revision/Issue Date General Firth Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PK 530-899-0409 FX: 530-899-0943 Project Name and Address TIM WOOD AND ANNE MURPHY 4762 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 11) roject2000 Sheet Dole 11/8/05 1 OF 2 Scale 111=201 M111 28.57' 1 2.3 Q 5.0' SL p ss 70,5 - H2O' s D s ss, ., S F 0 0� Mpe,R,q .Y AVJ. PAPUI INFO o -oil- 100.059 co � v - F 2 4.1 SHED 9IZc (AC) 0,61 ZONING, PK -2 cR,q V - GCN, PLAN. AP. i J DRQ Ir 30.0 � 3 8. 3 SSSS 20 BSL/ S �0 , ` TQ opF �. � �S3 sF 30.0 WAR op p � S CRR�FRTy PROPOSED j /FOOTPRINT OF /FUTURE 2V 00 ° �< HOME ANDft AGE � W \ o PROPOSED LEACH o �� FIELD REPLACEMENT ,` to ecu v o AREA o c ss�e 19.2, 26.8 �� ,� so s < 3, ' QR`�F • 09, F /� ' PROPOSED AREA, FOR LEACH LINE S IMPROVEMENTS s�o / '4- 7 , F cR 50' WELL AVJ, PARCF1, INFO D SETBACK 011-100-032 5Z� CAC) Ib5 LUNING. PK -2 GAN, FLAN; AJ? I 100 EXISTING SEPTICTANK AND ,4, 34CH LINE 100' `� '�• CREEK SETBACK 100' WELL SETBACK TOP OF BANK \ J 1, PRaPERTY TO "CEf 'NT ' OF CREEK '?10f Pill -AN FOF TMnpOp,�Y M0�10 HOME APMR5TP\Afiv� PFFM if APN: 0,17'100'060 rnAArP�,Y of l -�I n'n6o 4%60 CkNA CAMP FOAP TIPS 1 .A/OOP ' (5ON-IN-LAW JOINT 1%NA T) 10� / P&MF fO AV FNUF WELL BUILDING CHICO, CA 95926 <v r OWNFr:I,FO ANP P05F MUP\,PHY AGJ. PAFUI, INFO 4160 CHINA CAMP FOAl2 sZE(A°`2502 CHICO, CA 9926 ZONING, GK= 5 G'N, PIAN: Al? �? rx, u5l�; Nor mv�Ioml? �P0P�P1'r APFA: 112 ACP,��5 ZONi V FP -2 N1 1fR N ME_7 TAI_ HEA1,70i JAN 2 5 2005 ®injeu 19 ale u�lea' 4 la�ua u 1nu3 Aunao alln9 03AObddb Bi CP f 0" S QXR ON DEN w - 1121 130 1653 p 671 nwrp Br: I t wn o iac ISf 155 M < ox W511R OAR uo flat❑ 1I T l // f ISl 529 812 a� 6 IM7 Yt a mm UY w R o�r�Ol�IljHca near zoRcyyl 143 5m 6 100 tPt or 41M 6,n, Kt (D �P�JOYS 1 l 91�ET 01' _ ii 169 —T5a5j I I SOX LCNCTN DESCRIPTION DRAWTKG NJW9E.R �� 171. 5391 46'-a'f44'-0' 4E?:-3CK-28-C,TFI 3701-C1 94'—�� . iR 30'--Q" j e � x o i VOL t .. is P i LL. E•4 ✓ N 9aeP 3 _ I rg _ L.x A t9 E a 5N€� t {v TO BE INSCRTED VC �,�,TPu�EMILEN 1 se TO i lEl_D INSTA;_LATICIN i A€MU1,4 _ t icy -_ ["��M F�iWy �:Yt.jcY g4{?t�. e �� '---5'- �' _ _� s"�-6' _ _.—_.__.fit•_ ._.. �__.___�.b _._ -'----,`s-k-----t-_�..-IC��-8"---y .._.. .� r �t U`�.AL' iK Nfjl - k— ft F40 if �F fs r� F n 94'—�� . iR 30'--Q" rr e � x o t i VOL t y LL. E•4 ✓ N s I E M ea , 4 _ I rg _ L.x A t9 E a 5N€� t {v TO BE INSCRTED VC �,�,TPu�EMILEN 1 se TO i lEl_D INSTA;_LATICIN i A€MU1,4 _ (!n �1 1 �j—i �/Aye Vl ?4? BY PN ATE op41pi icy -_ ["��M F�iWy �:Yt.jcY g4{?t�. e .J'L ABOVE EG08°RI I 1. p �,+°��"Ps (� AND C LOAD E EM NTS AND i OCA ICNS, t � 2 ,�, v Ki a t r �t U`�.AL' iK Nfjl - k— FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance CompmV Use: BUILDING OWNER'S NAME Policy Number Tim Wood /Anne Murphy BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 4760 CHIA CAMP ROAD CITY STATE ZIP CODE CHICO CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tau Parcel Number, Legal Description, etc.) BUTTE COUNTY APN: 017-100-060 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL TEMPORARY MOBILE (AUNT MINNIE) ADM 05-21 ( #f - ## - ##.## or ❑ NAD 1927 ❑ NAD 1983 GPS (Type): USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BUTTE COUNTY UNINCORPORATED 00617 I BUTTE I CA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISED DATE 68, FLOOD ZONE(S) (Zone A0, use depth of flooding) 060007CO5375 C 618/1998 618119% A 438.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered n to ❑ AS Profile ❑ FIRM ❑ Community Determined ® Other (Descriloo A ZONE DETERMINATION B 11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 [ Other (Describe): 612 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevatim are based on: ® Construction Drawings= ❑ Building Under Construction* ® Finished Construction *A neve Elevation Certificate 110 be required when constnrclim of the buffing is complete. C2. Building Diagram Number 5 (Select the building diagram most similarto the bntildnng for which this certti'rcate is being completed - see pages 6 and 7. If no dagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1 -A30, AE, AH, A (Wth BFE), VE, V1430, V (with BFE), AR, ARI& ARAE, AR1A1-A30, AR/AH, AR/AO Complete items C3. -a4 below according to the building diagram specked in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Shaw flold measurements and din conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N/A Conversion/Comments NGVD 29 Elevation reference mark used BC1214 Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 456. Ott(m) ca o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) N/A . it(m) o 0;' o d)Attached game(top ofslab) N/A. ft(m)An� h o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 453.0 ft(m) E p� A' o fl Lowest adjacent (finished) grade (LAG) 452.51 Vm) z = � ��•� �-� ,r o g) Highest a4acent (finished) grade (HAG) 454. 33 ft(m) V17, o h) No, of permanent openings (flood vents) within 1 t above afiacent grade NIA o ) Total area of at permanent openings (flood vents) in C3.h NLA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, f3, and C on this certificate represents my best efforts to interpret the data available. t understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME TIMOTHY C. WOOD LICENSE NUMBER R C. E. 61779 EXP. 6/30/2005 , INC. ADDRESS Vi r r n 1250 EAST LW .#10 CHICO jP CA 95926 SIGNATU � / /'1 DATE/L �p TELEPHONE (� 530 899-0409 IMPOi'ANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Ll . BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 4760 CHINA CAMP ROAD My STATE ZIP CODE Company MAIC Number CHICO CA 95928 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Catificate for (1) community official, (2) insurance agentkxxmparty, and (3) building owner. COMMENTS C3(NB) - HOME SITE OUT OF FLOOD PLAIN, LIMITS OF FLOOD PLAIN APPROXIMATELY 150 FEET TO SOUTH EAST. C3(e) -AC UNIT PAD EST. 453.0, BOTTOM OF ELECTRICAL UTILITY SERVICE PANEL 456.2 C3G -NO SKIRTING PROPOSED FOR INITIAL SETUP. 10 VENTS (1080 SQ. IN.) WILL BE REQUIRED IF ENCLOSED BY SKIRTING IN FUTURE Check here if SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation CertMeate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed E7. Building Diagram Number (Select the building diagram most simflarto the building #or wft this certificate is being completed –seepages 6 and 7. If no diagram acamrately represents the building, proAde a sketch or photograph.) EZ The top of the bottom floor (including basement or enclosure) d the building is ,,,_ R(m)in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, fl available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) dthe building is _ ft(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.1 on front d form. E4. The top dthe platform d madirrtery and/or equipment sing the building is ^ ft(m) —h(an) []above or [ below (check one) the highest adjacent grade. (Use natural grade, if ava':able). E5. For ZoneAO only: If no flood depth number is available, is the top of the baton floor elevated in accordance with the communiy's floodplain management ordinance? li Yes f I No n Unknown. The Jordi dlicia1 mtstce * tis karma#on in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property oe*ner or owner's armed representative who completes Sections A, B, C (items C3.h and C3.i only), and E for Zone A OfttA a FEMA4ssued o r commuhtl- issued BFE) or Zone AO must sign here The sfabnents in Sec b= A, A Q and Eam cored to Me best of my knowledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME TIMOTHY C. WOOD ADDRESS CITY STATE ZIP CODE Check here if SECTIO+! G - COMMUNITY INFORLIATION (OPTIONAL) The local official who 4 authorized by law or ordinance to adminbterthe community's floodplain management ordinance can complete Sections A, B, C (or E), and G d this Elevation CerLTicate Complete the applicable dem(s) and sign below. G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to cm* elevation infommaton. (Indicate the source and date of the elevation data in the Comments area below) G2. ❑ A community official conplded Section E fora building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items 134-139) is provided for community loodplain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation d as -built lowest floor (including basement) d the building is: it(m) Datum: G9. BFE or (in Zone AO) depth d flooding atthe bui'lo'ing site is: T it(m) Datum: LOCAL OFFICIAL'S NAME TRIF COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments Vector cynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/5/2003 INDEX COMPONENT PARTS AVAILABLE UPON REQUEST 't, f,x i,, AP t ,_ `5 D Approval I E14GINEERE IEDter>`N SY'STV_ APPROVED CMR%nwS Norm y�y({�� (qty {t ✓� W c:k>. calb tYD 01 STANDARD r. T �i pi'm A U ,� F t tl PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/5/03 GENERAL INSTALLATION 3 9/5/03 PARTS LIST 4 & 5 9/5/03 LONGITUDINAL DEVICES 6 9/5/03 PIER HEIGHTS 7 9/5/03 SET-UP INSTRUCTIONS 8 & 9 9/5/03 FOOTER SIZES WIND ZONE I - SINGLE 10 9/5/03 - DOUBLE 11 9/5/03 - TRIPLE 12 9/5/03 - HIGH PIER 13 9/5/03 V -DRIVE & PIER SYSTEMS 14 9/5/03 SOIL CLASSIFICATION 15 9/5/03 CONCRETE INSTALLATION 16 & 17 9/5/03 COMPONENT PARTS AVAILABLE UPON REQUEST 't, f,x i,, AP t ,_ `5 D Approval I E14GINEERE IEDter>`N SY'STV_ APPROVED CMR%nwS Norm y�y({�� (qty {t ✓� W c:k>. calb tYD 01 STANDARD r. T �i pi'm A U ,� F t tl Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer I the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is bsed as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind loads by anchoring the two longitu- dinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone 1. Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. ,. Page 2 ' 9/5/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED Tip. Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the l -Beam. See illustration below 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 Ji 9/5/03 F W, ff,,YMWT7e � f WCI IM's Foundation Systems Component Parts List Page 4 Concrete Vector System Part # 59006 (for double stack blocks) I Longitudinal Stabilization Hardware Kit for Concrete Part # 59023 (for use with 59006) 7 9&03.' Vector gynamics o FIS .. 1' ,' . Systems ComponentParts Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Longitudinal Hardware Kit Part # 59026 (for use with 59271) Vector Lateral Hardware Kit Part # 59024 (for use with 59271) Struts for Longitudinal Systems Part No. Strut Length Pier Height 59016 30" up to 2 Blocks 59012 39" up to 3 Blocks 59013 44" up to 4 Blocks 59014 53" up to 5 Blocks 59015 65" up to 6 Blocks Or these products available �edl at your local hardware store vte��ea ss X � 1pCe 2X4ON1eaA e scr\ Vie Page 5 9/5%03 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. 01 &OW L *%Mrpx D Combine Vector Dynamics & LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) N C, 0Er-- - - - - -- Exa m pled of P000ible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section Wind Zone 1 Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple Section design. Page 6 Wind Zone 1 Triple Section Wind Zone 1 Tag Section 48 Ft. Max. 9/5/03 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 13 for double section home high pier set instructions. 50 in max. Maximum Unequal Pier Heights Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Page 7 9/5/ r Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads 4. Inside brackets & straps Clear all vegatation where pads will rest. Place Attach the inside tie brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compresion member. Attach a strap w/hook mer pad into the ground. or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out - 2. Set Block or piers on pads. side tension bracket. Cut strap 12 - 15 inches Center foundation blocks or piers on pads. past bracket. Attach strap & slotted bolt in Place pre-cut center compression member bracket. Tighten strap until tight with 4-5 wraps between blocks, resting on pads, centers around bolt. Repeat with opposite strap. between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. '' Page 8 9/5%03 Set -Up Instructions for the Vector Dynamics Foundation System #59007 1. SET VECTOR FOUNDATION PADS Long short Clear all loose vegetation from the immediate short u -bac u -bolt area where your Vector foundation pads will u -bolt rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6" 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite I-_, beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 5 for placem�5 Page 9 9/'.. `J -If, r,w_ Soil Classifications Soi/Bearing Capacity.• Anchors Requ/red.- 94 max o. C.ryP' NOTE, Hector Systems show/d,&& spaced" symmetdca//yas aossfb/e along the length of the home, P/er spec/ng must be cons/steal Wltfi home manufacturers' 2, 3, 4A, & 49 requ/rements 1, 000 PSFm/n/mum 30"w/th2--4"17e/ixanchor(59095), 12 (99292), 1-1/4"frame ties Home Length hector Systems Requlreo' Anchors Requ/red Per Slde or M"Pier 24f "Piers L. S. D. 0 to 72' 3 2 3 1 73'to 90' 4 3 4 1 Materia/s • Each tiec10i1-0a17datio7 System requires One Vectorl(/t 2 ea. 1-1/411. ties K4729 lb min, break), length will nary with pierheight 1 ea. 4x 4pressum treated wood compression member or2 ea. 2x 4pressure treated wood compression member, or Schede/e 40 PVC, or 1 adustab/e steel compression member, part #59043, slottedbolts Co rn .l .L `,,j NOTE: Vector Systems should be sV--- . as o,......".., —y Qa possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For p/erheights up to 46"for 28'-36' wide, 38" for24' wide. See Pg 13 for high pier instructions WIND ZONE I 2sq, h: pad .50// L7aSS/l/Cal/O/IS.' 1, Y 4A, & 4fi Soi/Bearing Capacily.' 1, 000 PSFminimum Anchors Required'.' None (*Marriage wall anchors maybe requiredbyhome manufacturer Home Length Vector Systems Requ/red Anchors Requ/red Per S/de L'S.10 0 to 40' 2 0 2 4Pto 66' 3 0 2 6710 84' r-- 85'to 90' Materia/s. # 4 0 2 5 0 59043 2 ff Each liectorFoarrdation System regaires One Vector Kit, 2s/ottedbo/ls 2 ea. /- 1141n ties (4725/b. min, brealr), length wilt vary with p/erheigly 1 ea. 4x 4pressure treated wood compression member or2 ea. 2x 4pressure treated wood compression member or Schedule 40 PVC or 1 ad ustable steel compression membei, part NOTE,- W170n a plerhelght at Vector /ocat/ons exceeds 46" on anchor must be used on the cQ outside wa/1/beam at that `D approximate locat/on. N Tag NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Soi/ C/assilicalions • 2, 3, 4A, S 49 Soi/Bearing Capacity. 1, 000 PSFminimum Anchors Required'.• None"Marriage wa//anchors maybe requiredbyhome manufacturer) Home Length Vector Systems Requ/red Anchors Required Per S1de L.S.D. Tag on 3rd Secllon 0to49' 2f2onTag 0 2 1 49' to 71' 3* 2 on Tag 0 2 1 72'to 84' 4 f 2 on Tag O 2 1 95, to 90' Materia/s. 5t2on Tag O 2 1 Each l/ecfocFo�ndation System 1 -&g110 -&s One VectorKil, 2 s/o#odbo/1s 2 ea. 1-1/411. ties (4725/6. min. breaks /elglh will nary wilhpierheight 1 ea. 4,v 4 pressure treated wood compression member or2 ea. 2x 4pressure treated wood compression member orSchedu/e 40 PVCpipe or 1 ao ustab/e stee/compression 177&177b&1, -,0,R17',#'59043 WIND ZONE I (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes t home . J (High Pier Sets with Diagonial Ties) - �Pc io NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. TQ WIND ZONE Affix. He/ght Un/t lY/dth >;; ) see Page 7 �..,,. M/n. /-Beam SP -117g CA) �2 sq. f1. pad Home 1- 0/? Vector Systems Re aired Anchors Required Per Side L. S.D 0 to 48' 2 2 2 49'1071' 3 3 2 72'10 94' 4 4 2 ,95,10,Q0, S 5 2 S0//C/assificalionS- 2, 3, 4A, & 46 SOW Bearing Capacity.' 1, 000 PSFm/Mmum Anchors Required' 30"w/th2-4'he/ixanchor(59095), 12"stabi/izer0/aces K99292) 1-1/4' frame tie with connector Materia/S Each liec1OrFo�17da/ion Syslem regaiies One Vec101-112,2s/otteO bots 2 ea. 1-1/411. ties (4725 lb min. break), /elgth wit/ vary w1117,01 rhe/ght 1 ea. 4x 4pressam treated wood compression member or ea. 2 x 4pressure treated wood compression member orSobOOMe 40 PVC Pipe or 1 adustab/e stee/compression member, part #59043 Vector :., SI.i' Met2l Installation ME For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V-1 for rocky sc re used only in tion homes. V -Drive anchors are used only it Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt: Continue tightening strap until all slack is out and strap is tight. am Page 14 9/5/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils 1 Sound hard rock...... Blow Count (ASTM D2586) NA Soil Test Probe (1) Torque Value (2) NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. - _ — 20x20 = 400 sq. in. or 16x18 = 288 sq. in. or 17x25=425 sq. in. EQUALS EQUALS 2 -Vector Pads # 59275 "- 1 -Vector Pad # 59271 " 288 sq. in. or r 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. `Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professi Tamil pv th' site conditons Page 15 �95i3r z ctor Dynami acs System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concret( _ F footer Page 16 Wood Cap and wedge Outside Tension Bracket Wedge .exy 'Vector Dynamics System ® for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration T Inside Tie Bracket Compressic boards or PVC Pipe Page 17 pad ete ate r Co 9/5/03 - . i I n n O 4 h co E S16 s 2� .2 2 S F •x • '53'50' E 2&57 A S R 6 a 2 n V J fln dO Q T0 5.0' A S F ApJ. 'Apc�, INFOFa Y C �a 0 Q 059 17 100 , 0. SHED SIZE (AL) 0,81 I ` ZONING: l`P,-2 G GAN; FLAN, AP, R �I V t3 30.0 20 U 1'lr S S S BISL S c5' C 1 a O . S , A S J T c� a 30.0 A e R R �k :.� PROPdSED FO TPRINT OF Q FU I"URE 2 go AGE4 CA �_ cn HOME , f c� CID- IIS 1 •.. .,.\;k'.d.. CJ _ PROPOSED LEACH � W FIELD REPLACEMENT I l �J r7 G AREA 1 I G [ f* J Lo t� \ Q V- ���" PLAN FOP TMOrom\Y MOPILF HOMF q , s i 8 �� QAM: O�\1-100-060 >> o _ of F0VMFP\LY 011 �d 0-06 0 s S 476 0 CHIN � CAMP �'OAl2 � x \ S J F G /.• �, 1 50 WELL � � Af?J, t'A1'C�t� IND SETBACK ��. \ A FLICANf ,, TIM WOOS O1�-100-032 O SIZE (AC) 1,5 (50N -IN-LAW., JOIN' T%NA ) - Rr ZONING: FI; -2 105 P E f ff ALM �r�ro AV�NLI� GAN, PLAN. AP. . WELL I EX, USS, 100 .EXISTING BUILDING - CHICO C 9� 2� SEPTICTANK AND(DA' A CH LIFE tK 100 CREEK SETBACK Owv, � ; � 0 AW P05E MUPTHY goo. WELL / . G -.. AC1J. pA�C�L li�� D 47�J 0 CI��II NA CAMP If �i\.a����,. , ,6 ,..�...., .. _ + SETBACK _ , .r � _ i r- .,,'�. ,� ,�.', i.x. d�a.;v..�:.. ���6,��.a :�'+� 01 "� 090 125. j i ."'41'� r�s'�� 5127 (AC) 25.02 Cly C CA 9 � 9 20-�'.'4447 Y/ TOP OF ZONING: rv..5 i'" . ..,. r r BANK GAN, PLAN: Al; �0 W X, �, NDi MLDMm AI':FA, 1,2 A PRCS R 05=0-7 ct 7 E�TY t "; E4 4 TO"'CENTER, OF Chl� I --20'5 ` CREEK �:,-ud §,•._ FT, F a ,.., 4/m/05 0 5 P - yy��� a.�'��,+p�y :+A l:.-�s���',. � � dM trA'71 � 1d�A� www?-..✓ -'} Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " *Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. �� 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss diagonal or X -bracing, is always required. See BCSI1. and securely seat. 2. Never exceed the design loading shown and never 0.1/16" 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS 3. Provide copies of this truss design to the building C1_2 C2.3 designer, erection supervisor, property owner and o WEBSo�4 4 all other interested parties. 0 O �'> ��' p 4. Cut members to bear tightly against each other. *For 4 x 2 orientation, locate plates 0-1/16' from outside U ab _ a " 5. Place plates on each face of truss at each edge of truss. C5 joint and embed fully. Knots and wane at joint o,� cb-, -b locations are regulated by ANSf/TPI1. BOTTOM CHORDS *This symbol indicates the g 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. connector plates. 7. Unless otherwise noted, moisture content of lumber * Plate location details available in Mrrek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 4 to Second NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to for dead load deflection. x perpendicular slots. camber dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that specified. by text in the bracing section of the output. Use T, I or Eliminator bracing ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at if indicated. spacing shown on design. SBCCI 9667, 9730, 96046, 9511, 9432A BEARING 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss member or plate without prior ® approval of a professional engineer. lbn 16. Install FIi(�ated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal MITek®� a* °L' rr tl. Plate Connected Wood Truss Construction. Standard for Bracing. DSI -89: Design 3 BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate MTek Engineering Reference Sheet: MII-7473 p 2004 MITekO Connected Wood Trusses. -UTLOOKER I x4 CONT BRACE AT BRACE FETES LOWER THAN l2" &TTACH AT MIDPOINT OF BRACE 1^U 2-bd NAIL5 gABLE END 5TUP 2x4 HF 5TFDN5BACK CNAIL TO LEDGER ^V loci o 12" OL) 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd NAILS) 3-I Dd NAILS EACH END 6-I0d COMMON —�� 2x6 DIACONAL NAILS BRACE o 45' OL. ®MAX M3P k -,ED LEN5TH OF CABLE END STUD. (2x4 FIR -LARCH) - 5TANDARD = V -II" - KI AND BTR = T-9' K0 A35 BRACE TO FLAT ��—H-3 AT 48" OL. Nom: TH15 DETAIL MAY 13E USED FOR M65E5 WITH PITCHED BL. X-50- (0) OPTION TO PED PLATINGr USE (3) - 2' KRE 5TAKLE5 (0.O'T2 PIA -A5 6A) TOENAILED THRU CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 5TAPLES. (PI). (51) t NO M)5T BE PLATED. 'A 8P 7 : TYPE 6�1 JOB . DETAIL JOB NANE �a16i-EU-OW CITY, STATE GHIGO, CALIFORNIA TC DL 15.0 P517 DG DL P5F NOTE: GABLE END DE516H BASED BG LL OA PT ON '15 MPH WIND, EXID05 JRE V TOT.LD. 50.0 P5F AT 0-25 FEET Mit HE16HT. DURFAC. 1.15 Date: 10-15-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-116 1 370 RIDGEWOOD OR -'`1E.10 FNc:(530)893-0532 Gmco. CA 95973 gcuyarchmsbcg)obaUiet Job Truss Truss Type Qty Ply COCHRAN GARAGE LOADING (psf) SPACING 2-0-0 CSI R16345313 WOOD0427 Al FINK 11 1 Vert(LL) -0.18 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.59 Job Reference (optonap Longfellow Ler Co., Inc., Chico, Ca. 95928-7434, CFE 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon May 02 15:5: >Q 2005 Page 1 64-14 1 12-0-0 1 17-7-2 1 _ 24-0-0 1 25-4-0 1 1-4-0 64-14 5-7-2 5-7-2 6-4-14 1-4-0 Scale = 1:43.2 ALL PARAMETERS FOR CALCULATING THE ROOF SNOW LOAD SHALL BE SUBJECTED TO THE REVIEW AND APPROVAL OF THE PROJECT ENGINEER OR LOCAL BUILDING OFFICIAL. �1 0 4x8 = 4 3x10 = 10 9, 8 3x10 = 3x4 = 3x4 = 3x4 = 0-0-0 D -D -D IM 0 8-3-4 7-68 8-3-4 Plate Offsets (X Y): [2.0-5-2 0-1-8] [6:0-5-2 0-1-8] [8:0-1-12 0-1-8] [10:0-1-12 0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.49 Vert(LL) -0.18 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.59 Vert(TL) -0.27 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.08 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 3-4-6 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1459/0-3-8.6=1459/0-3-8 Max Horz2=-10(load case 6) Max Uplift2=-39(load case 5), 6=39(load case 6) Max Grav2=1523(load case 2), 6=1523(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=3137/53, 3-4=-2701/84, 4-5=2701/84, 5-6=-3137/53, 6-7=0/70 BOT CHORD 2-10=-6/2878.9-10=0/1965,8-9=0/1965,6-8=0/2878 WEBS 3-10=-744/14,4-10=-40/909,4-8=-40/909,5-8=-744/14 1) Thi4TMss asl been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load` ancl Vptsf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensio 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porc e e Is , t�re exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof est aS k+ased on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanc c�dads have been considered for this design. 4) Ov g be esign for 2.00 times live load + dead load. 5) This s Ka5"been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate retl!ggk 4on of 20% has been applied for the green lumber members. LOAD.eA,§EStand"ard A WARNING -Verify design parameters and READ NOTES ON TRIS AND INCLUDED WTEE REFERENCE PAGE MU --7473 BEFORE USE. Design valid for use only with ANTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. 11 ��,F,,pON FESS/pN9 9919 IMW_''IM•� $ 0 s.'�i' OF May 4,2005 7777 Greenback Lane —® Suite 109 UIR Citrus Heights, CA, 95610_ __ __ n MiTek We 0 &C* DEEPARTM! I Y' .1, /X30 a Lf", -9 1 �Mp q ecn - P�i2 12� C -J` 1 /, �c c, k4 o T" �So,,Vs 10 a c • , ��PS , °F ,V4 1b" n•�- V x30 ��C7�-Y-Ye- 017,106- PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY WITH 1. BUILDING PAD TO BE CONSTRUCTED OF CLASS 2 AGGREGATE BASE ROCK COMPACTED TO TIM WOOD ANDANNE MURPHY AS 95% RDD. IT SHALL BE PREPARED IN COMPACTED LIFTS OF NO MORE THAN 12". COMPACTION JOINT TENNANTS SHALL BE VERIFIED BY TESTING COMPANY SPECIFIED BY THE OWNER. PROJECT DESCRIPTION: INSTALLATION OF 2. EXISTING SEWER AND UTILITY LINES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION. MANUFACTURED HOME WITH GARAGE, CONTRACTOR TO POTHOLE FOR ACTUAL LOCATIONS AND IMMEDIATELY CONTACT THE OWNER IF DECK,NEW SEPTIC SYSTEM AND ANY ADJUSTMENTS TO ALIGNMENT WILL BE REQUIRED TO MAINTAIN UTILITIES IN SERVICE. OTHER UTILITIES ADDRESS: 4760 CHINA CAMP ROAD SEWER SYSTEM: CHICO, CA 95928 3. PROJECT REQUIRES A MINIMUM OF 400 FEET OF LEACH LINE 4 X 100 PER BEDROOM). 405 00 ^ (LOCATED OFF OF CENTERVILLE ARE SHOWN ON THE PLAN. LEACH TRENCH SHALL BE 24 INCH WIDE WITH A MINIMUM OF 2 oROAD APPROXIMATELY 3 MILES COVER AND 6" OF DRAIN ROCK BELOW THE PIPE. ^ NORTH OF INTERSECTION WITH 4. ALTERNATIVE TO THE ABOVE DESIGN IS 320 FEET OF LEACH LINE WITH A 36 INCH TRENCH. C19(0 HONEY RUN ROAD) 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH BUTTE COUNTY ENVIRONMENTAL HEALTH APN: 017-100-060 DEPARTMENT STANDARDS. ZONING: FR Q —2 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INSPECTIONS. �-- GENERAL PLAN: AR S6 5.0' BSL NOTE: PROJECT SITE HAS TEMPORARY a ` S MOBILE .HOME INSTALLED (4762 CHINA C (ADM 05-21, AUTH FOR AUNT 50 E _ _ MINNIE 4z" 28. ' CONNECT TO EXISTING WATER/SEWER/ELEC Q yp Sg , s 2 o � McMposF oQi SHOP SERVICE A19-1. FAF\CrI, INFO 20' BSL 0I1-100-059 HED 51Z� (AC) 05 ZONING: Fr -2 a G�' -• —11.8 GAN, PLAN: AP. DR� GARAGE SERVICE I:X, USS; ISIn�Ni1AL (E) SERVICEV� 30.0 I PANEL I'p pE F GE SSS° LEq SRO ER GPRP < . 0S,, 2550 t 30.0q �p C Fl�(� k T Y k X 3' F HOME FOOT PRINT FF RE q �wFM�NT 2 L 445 �� ' • p (�/R �� -� LIMITS OF 75 X 45 PAD �- INSTALL CB IN ALL CB �Y_OWNER G' OWNER e ( off` W_ F�,I,gY HOME S RVICE J PAD V 280 FEET OF 1' WIDE X 2' DEEP TRENCH rn— SERVICE TO WELL 0 o EL.gel 1 444 a 70 �r cv� soh 0 �3 N.T INSTALL 30 LF OF 2 D. F� O , O F R 9 3/4" PROPANE LINE 0 o ` b t RAISE SS CLEANOUT TO PAD GRADE INSTALL UTILITY BOX WITH LID 70_0_'__ WELL INSTALL 5S CLEANOUT F� ; SETB�A�f4 5.5 A191pAFC�I INFO ON NEW 4 SEWER 0I1-100-032 5a CAC) 1.53 M' STING SEWER UTILITY 1 / fid` N i ZONING; fit; -2 VERIF LOCATION V, INTAI I RVI l WELL 1 / GAN, PLAN: AF, 434.0 � � 1 �X. 1,15S: W,5119%% ! % BUILDING 10 E ISTING -� SA SE TIC AN -K AND CH LINE \ ix , j / 36 X 18 DECK 100' CREEK W SETBACK 5' 5, �, 100 - BUILDING v WELL Cj % % 2 1..5:1 `\ SETBACK � _ -� 01�-090-125 t Y o O O O O O O O O O O O O O O O O1 ' 0000o00000000000o MAX SLOPE /\ 51Z�<AC)25,02 O 0000000000 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0000000000 0 0 0 0 0 0 0 /:r /� 00000, ° 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 F 3/4 CLASS 2 AB o 0 0 0 0 0000000000000 00000 `', i » oo°°°°°°°°°°° TOP OF `� ZONING. fit?-, COMPACTED TO 95% RDD BANK v GAN, C'l AN; AJ: rX, U5i�; NOT 112MLOM ORIGINAL GRADE /�' PLANNING DIVISION• BUILDING!NhPPI�4V�, Use: a �- TYPICALBUILDING PAD �?—- date. B -» ! �n arking: Landscaping: Other. PROPERTY Signature: TO "CE4TER" j OF CREEK Firm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX:530-899-0943 Project Name and Address TIM WOOD AND ANNE MURPHY 4760CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 rrole"2000 Sheet Date 0/0805 1 OF 1 Scale 1 "=20' General Notes A4000 U. z V j w o O u- LJ LL J' z z W,E < 0 U. uj e�OF ESS/ON Q41 © a � b R. E 61779 r„ .rn J+ EXP. 06/30/05 �. CIVIL NO. Revision/Issue Date Firm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX:530-899-0943 Project Name and Address TIM WOOD AND ANNE MURPHY 4760CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 rrole"2000 Sheet Date 0/0805 1 OF 1 Scale 1 "=20' 30.0 PROJECT MAIN INFORMATION NOTES, OWNERS: LEO AND ROSE MURPHY AND 1, METAL AWNING PER SPA NO. 88--64 ANNE MURPHY AS JOINT TENNANTS PROJECT DESCRIPTION: INSTALLATION OF RAMP, DECK AND METAL AWNING ADDRESS: 4762 CHINA CAMP ROAD CHICO, CA 95928 (LOCATED OFF OF' CENTERVILLE ROAD APPROXIMATELY 3 MILES NORTH OF INTERSECTION NTH HONEY RUN ROAD) APN: 017-100-060 ZONING: FR --2 GENERAL PLAN: AR NOTE: PROJECT SITE HAS TEMPORARY MOBILE HOME CONSTRUCTION PERMIT J ,(ADM 05-21, AU"TH _ FOR AUNT MINNIIE) At9l PARCEL INFO 011-100-059 51ZE (AC) 0.61 ZONING: FF -2 11.8 GEN, PLAN: At? Ex, 1,15E: M51MN11A1. 3.2 G� SSSQ RP 8' 3p GP >> �S'F HOME FOOT PRINT oil 2� 3 EL. 445 LIMITS OF 75 X 45 PAD 18 X 36 DECK 00 tr i EXISTING MANUFACTURED wW pyo HOME ► i o _o bLO r �\ Z 7 soh 3 N.T S. o 3/4 2 PROPANE LINE u a qy VF \ �O Q V70 o ry o 0 SS CLEANOUT F� � WELL J 5 5 O AnJ. PARCEL INFO ON NEW 4" SEWER �R� SET � ,o 011-100-0�2 Q? � 51ZE (AC) 153 Ilot, SEWER/UTILIIN N ZONING: PI? -2 i WELL I GEN, PLAN. AP 434,0 � i i EX. U5E: M51MN1'IALi BUILDING � 10 ' E (STING � SE TIC AND / 1 CH LINE � 1 100. � . ►�4~ Vit,/ CREEK SETBACK 100' WELL AI�J. PARCEL INFO SETBACK / —� � 011-090-125 51ZE (AC) 25:02 \. TOP OF �• ZONING: PK -5 BANK GE:N, PLAN: AP EX, USS: N01" mwI. �n PR6E-ERTY TO "CEI TER" OF CREEK BUILDING IVI� 01 PO VF,:�E) >n 3: Z Z General NotesW "LLUjU) w^000 LL Firm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX:530-899-0943 Project Name and Address TIM WOOD AND ANNIE MURPHY 4762 CHINA CAMP, RD. CHICO, CA 95928 APN 017-100-060 Project2 000 ,Sheet Dote 11 18/05 1 OF 2 Scale 1 "=-20'- 771777M-707 !77-1 Trl-1 O �p Q�OF Es jr) .E 61779 .06/30 Q. crvti� qTF o No. Revision/Issue Date >n 3: Z Z General NotesW "LLUjU) w^000 LL Firm Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 95926 PH: 530-899-0409 FX:530-899-0943 Project Name and Address TIM WOOD AND ANNIE MURPHY 4762 CHINA CAMP, RD. CHICO, CA 95928 APN 017-100-060 Project2 000 ,Sheet Dote 11 18/05 1 OF 2 Scale 1 "=-20'- 771777M-707 !77-1 Trl-1 25" 7$ ATTACHMENT CHANNEL PSyA��FNGry OF ST -{ �- .67° 4 4 �i f-- 3.00' SQ,� -.I 3,0o'SQ. 3.00 SQ,[— LSO° 1.50° ALUMINUM SEE DETAIL DO 1S T�MQ�dCTNdT ISE RUC -URI - hAO�-� I , E e 2. ROOF PANEL S d C 4 7' N 740' 0 L' e 0 O & © T He PR"✓') TDT SSN TyE 1,48' 40 40 5 " m NOTE DN IF ENC AN 3.00' �- 4.50' 4,50'--4- 4,50° 4.50' --40"- 14'R LdSd 3,00' P. - - ' ROOF SHALL NOT 8' 24,0.0� � 1.5' SQ, ALUM. FUST EXCEED 1.0 PSF AX, DH 24R TRT -RV' PANMAG, POST .28' ALUM, ALL - 3' SQ, ALUM. POST 3' SQ, ALUM. POST 3' SQ, ALUM, POST 2 O, M X. (ALUM, ALLOY 3004-H36 OR EQUAL / 0.02 M) ALUM. ALLOY 6063-T5 ALUM. ALLOY 3004-P36 ALUM. ALLOY 3004-H36 USE @ 1.50' p ,77' 09R, (I,S.) 67` 3,00' OR 1 1/2' BRACKET DETAIL ©FOR SPLICE dsT SP o SQ, POST IS 9'LON EE SCNA��G OPTIONAL. 1u ALL UNMARKED RA 11 1,5'POST x 10'-O'MAX HEIGHT & 2.40' OR 1 1/2' --} eD 4,1, CANTILEVER rl 1,375' k 2.5' 3' POST x 14'-0' MAX, HEIGHT 0 050' @ 1.50' dT Td BEAM Q 45 ai MAY BE USED. 0 0 75' RO LFORM 2 POST xCdED TY ,38` 0 EXTRUDED SPACjMd .75'192' JS 300MATERIAL: LUM• @ ROLLFCRM 7•'-5" ALUM, ALLOY 60' 6063-T6 ALUM. @EXTRUDED 6063-T5 1.50' BRACKET I 1 1/2" SQ, SCROLL ALTERNATE, NOTE: NO SPLICE IS MdBILdNdMe oto THIC�KTYP, ,070' TYP. POSTS. SINGLE POST POST AND AT END BAYS. O 8"x2 1/2" FLAT . 61°IB/t2)-V9 S MAXIMUM ROOF O 070" BRACKET FOR 3" PESTS ® ALUM, ALLOY ;1004-1436 PANEL SPAN 12' an"gFESSIpA O' ES G F 5'l� �, OPTIONAL DECORATIVE FASCIA 1.50' #10 WD. SCREWS @ 16'OC `e pM p, ^� ( WOOD, ALUM. OR HARDBORD > 1,50%2 ~ SOLID/WOODNETRATION MIN. INTO 078' NOTE: EACH COMPONENT IS INTER- t= 0,04° ,06 j W 0,21543 T i! ELEVATION CHANGEABLE WITH ANY OTHER � d .010'x9fl' 202" A EXP.9-30-2005 It COMPONTENT UNLESS OTHERWISE SHOWN. c`uQ (2) DIA, 33' - �w WALL 563' 281' #10 SMS @ PANEL 2.600' LOCKS OR #8 SMS t' I'R01. 12'-0' MAX. --� 2—#12 x 1/2 i,MS EACH SIDE OF 3' Q FASTENERS 4' S CML SQ. POST Z4-TITAL) 117 R1 AT EA, CONTACT 'arFOFC�L1Fa��\ i2` MOBILEHOME ATTACHMENT CHANNEL SKERNA e,F 4�A,BOLT W/ WASHER (il z ALUM.ALLflY 5° SEE DETAILPOST -� MAX, 12' 6063-T5 . O.H. 1/4' MIN, ,� 1.75CONTINUOUS SPEED RAIL FASTENER, SEE DETAILV 06 ROOF RANEE PER DETAIL CWFIER£ aCCURS3 ROLLFORMED HANGER __NIFOR 90 MPH WIND usE FASCIA, SEE DETAILS K #10 x 3' PENE, WOOD W vi �1 S ALUM, 3004-H36 112' HANGER CHANNEL #10 SMS @ EA. CONTACT SCREWS 2 16' ©.c. QR POST AT II + 1 1.10' #10 x 1 1/2' PENE. WD. Ir1OPTIONALi •75 I II O II I Il ' WALL CONNECTION SCREWS @ 8' o.c. a �I CANTILEVER 12'-0' MAX. 1_ } a 1.50'3' SQ. POST o- INSTALL POST VERTICALLY h BEAM L _ _ at UANOPAcsva> R0MPJMOBH-BHOMB y ,. x SEE nETAIL B �, R.F. ATTACH STRIP POST BASES,' SEE O BRACKET AT BASE SIMILAR, " AccsSSOmrBOaDwOORSiRUCrURB ¢ x ��� h _. _ 2.35' ¢ .. --..... - 3&A=A= AF=O0DR DIVISION t3.rAA Z AIL SEE DET VO 1Ky _ SEE DETAIL D 1� . 11 47 CONCRETE SLAB / r i e i APPS4VeD (WHERE OCCURS) SUR=TOCOR88CIIOHSNOTW 2—#10 x '_/2' S,M,S. EACH SIDE OF 3`AppBpyALLOg3if67A4Ft�O�D1YA5�R6V�A55YOMt39tON NATURAL GRADE --s 2 i/2 PANEL SQ. P'ST (4 -TOTAL) x . FASCIA BOARD NOTE, ATTACHMENT FOR SLAB, SAFTEY STAKEri ALTEi2NAT=i VV0 BOLT W/ WASHER ORD ATI�FROM RBQUnLEMBNIS OFAPPLiC1 R� OR AUGER ANCHORO O&O SECTION14 f EA. SIDE OF 3' SQ. POST n r - ._� SUMLAWSANDRBQULATIONS ALLOWABLE PROD, EXISTING EAT EAVES, RAFTER WRAP-AROUND SCHEDULE PROJECTION L.2 MAX, ALLOW. PROJECT. L .04' RAILS .06' RAILS MAG GUTTER R.F. H EXT. H EXT. 7'-0' 4'-8' 7-0' 121-0' 8'-V 4'-5' 6'-7' MAX, 12' OVERHANG 9'-0' 4'-1' 6'-2' 12 -0' TTACHMENT STRIPS OR 5'-10' 12'-0' 3-9' 5'-7' 12'-0' 12'-0' 3'-6' 5'-4' 12'-0' p p USE STD. POST BRACKET' W/(2)-# 10 SMS EA. SIDE OF POST LARCH OR CEDAR (CONST. STRUT> GR.) PROJECTION L-1 ¢ ALL PRESSURE -TREATED WOOD OR FNM R.F. ATTACHMENT — p 1 < w O REDWOOD MARKED OR BRANDED BY AN FOR POST ¢ d -1 J OR 114" O BOLT THROUGH POST AND 2 1/4° fd X i 114° BAWL DRIVEANCHOR STRIP OR EXT. HANGING RAILS BACK BRACKET, SEE OR EQUAL a i p DETAIL ®$ © ¢ ¢ MAX. COL. MAX, COI -.APPROVED AGENCY TO BACK, SEE iv i SPACING SPACING BRACKET SEE WRAP-AROUND SCHEDULE. F I " 3`SQ• COL. I I i i i DETAIL ® W/ LIMPSO ER PER 3.5' SEE CROSS SECTION 1 1/2' SQ.- I 2-#10x1/2'SMS - 3' SQ, OVFR14AN WfC3)-#10 x 1' = p POST ( POST, SEE PER 1 1/2' SQ. EACH SIDE a T ,0POST DP OF SPLICE ILLTERlB I I DETAIL ® , Z 1/4`ALTE 41N BOLT PER CONC SLAB o I I SEE DETAIL 300 H3ALLOY - I mgr 1~j p p FOR POST I r + METAL I POST, ANCHOR BOLTS <1>- 3/$'� 11 � �° e BASE CONN.O TOP OF e° SAHHIM'S CONG 03,3®� x 3' EMBEDED KWIK BOLTS D BUTTE KB -11 PER ICBD ER -4627. ° REQ CO KET /� 4 y4?c 4 WOOD I f it 11NOTE1 ATTACHMENT FOR SLAB, SAFTEY STAKE {2)N0.14 1 1/2` 3 sa POSfxPER C I/4O I1/4'RAWLDRIVEANCHORPER 4"COLIIMNYROBIIE S.M.S. IC80 ER -4514 OR EQUAL g pp F 3 ANCHORAGE OR AUGER ANCHOR Q O&QN 1a D�Mayc Hr. g A f WRAP-AROUND PLAN O U I L I I v a ,IU4 OPTIONAL WOOD FASCIA POST CONN, AT WALL G PEAKED ROOF DETAILS H CONCRETE SLAB // $ POST MODELS MOBILEHOME AWNING- S NONE DATE EV01 o� FoATrEornUrocAo P MOBILEHOMEAWNING- ATTACHED FOX ENGINEERING INC. JAMES M. FOX SE 616 ROOF LIVE LOAD JOB NO. 02-0166 DURALUM PRODUINC. REVISION DATE: STATE' OF CALIFORNIA JAMES M. FOX, STRUCTURAL ENGINEER 90 P.S.F. 62xsALPlNeavENUE ' 10 PSF ATTACHED nvw ay. KAK Fr' JAMES G. PDX G-21543 B-2002 JAMES G. FOX, CIVIL ENGINEER (562)806-1337 �° ®/� 1� Q Q SACRAMENTO, CA 95926 • - 8060 ELEGRAPH RD. DOVVNEY, CA 90240 FAX {5x2)927-2509 SPA . I"'9, iPf - 88-60 (916)452-7021 (909) 736-4500 SHT 1 OF 2 0 0 MAMTEO OFHOumNOAMCOMMONrrYDBvLRAP _ MAX, 12' OVERHANG TTACHMENT STRIPS OR 5.50' :.. , .•. ,,, . .. I CODES AND SiANDAR:zl HANGING RAILS, SEE SCHEDULE @ 3.00', OR .240/~ 3' SQ, POST IL Ar% • UISPLANAPPROVALEXnRU 6,5R,F, FASCIA/3"PEST Cr�C ��izst�, EXISTING EAVE CONNECTION �E p I p 1 RI ,CJ SMS AT EACH RIB (AT 8'Or= GUTTER/BEAM O • #10 SMS @18' D,C i p p i #SO SMS AT EACH LOCK (AT 24'O.C) y a Y FOR 3" S4 POSTS 4'x4' WOOD POST REDWOOD, DOUGLAS FIR p p USE STD. POST BRACKET' W/(2)-# 10 SMS EA. SIDE OF POST LARCH OR CEDAR (CONST. STRUT> GR.) PROJECTION L-1 ¢ ALL PRESSURE -TREATED WOOD OR FNM R.F. ATTACHMENT — p 1 < w O REDWOOD MARKED OR BRANDED BY AN FOR POST ¢ d -1 J OR 114" O BOLT THROUGH POST AND 2 1/4° fd X i 114° BAWL DRIVEANCHOR STRIP OR EXT. HANGING RAILS BACK BRACKET, SEE OR EQUAL a i p DETAIL ®$ © ¢ ¢ MAX. COL. MAX, COI -.APPROVED AGENCY TO BACK, SEE iv i SPACING SPACING BRACKET SEE WRAP-AROUND SCHEDULE. F I " 3`SQ• COL. I I i i i DETAIL ® W/ LIMPSO ER PER 3.5' SEE CROSS SECTION 1 1/2' SQ.- I 2-#10x1/2'SMS - 3' SQ, OVFR14AN WfC3)-#10 x 1' = p POST ( POST, SEE PER 1 1/2' SQ. EACH SIDE a T ,0POST DP OF SPLICE ILLTERlB I I DETAIL ® , Z 1/4`ALTE 41N BOLT PER CONC SLAB o I I SEE DETAIL 300 H3ALLOY - I mgr 1~j p p FOR POST I r + METAL I POST, ANCHOR BOLTS <1>- 3/$'� 11 � �° e BASE CONN.O TOP OF e° SAHHIM'S CONG 03,3®� x 3' EMBEDED KWIK BOLTS D BUTTE KB -11 PER ICBD ER -4627. ° REQ CO KET /� 4 y4?c 4 WOOD I f it 11NOTE1 ATTACHMENT FOR SLAB, SAFTEY STAKE {2)N0.14 1 1/2` 3 sa POSfxPER C I/4O I1/4'RAWLDRIVEANCHORPER 4"COLIIMNYROBIIE S.M.S. IC80 ER -4514 OR EQUAL g pp F 3 ANCHORAGE OR AUGER ANCHOR Q O&QN 1a D�Mayc Hr. g A f WRAP-AROUND PLAN O U I L I I v a ,IU4 OPTIONAL WOOD FASCIA POST CONN, AT WALL G PEAKED ROOF DETAILS H CONCRETE SLAB // $ POST MODELS MOBILEHOME AWNING- S NONE DATE EV01 o� FoATrEornUrocAo P MOBILEHOMEAWNING- ATTACHED FOX ENGINEERING INC. JAMES M. FOX SE 616 ROOF LIVE LOAD JOB NO. 02-0166 DURALUM PRODUINC. REVISION DATE: STATE' OF CALIFORNIA JAMES M. FOX, STRUCTURAL ENGINEER 90 P.S.F. 62xsALPlNeavENUE ' 10 PSF ATTACHED nvw ay. KAK Fr' JAMES G. PDX G-21543 B-2002 JAMES G. FOX, CIVIL ENGINEER (562)806-1337 �° ®/� 1� Q Q SACRAMENTO, CA 95926 • - 8060 ELEGRAPH RD. DOVVNEY, CA 90240 FAX {5x2)927-2509 SPA . I"'9, iPf - 88-60 (916)452-7021 (909) 736-4500 SHT 1 OF 2 OR 6063-T5 FOR EXTRUDED OR 6063•T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY - - NOTE: FULL MOMENT SPLICE MAY OCCUR O IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS Z- COLUMN, PLATE & BOLTS SHALL BE GALVANIZED. FOR POST TYPE CUNN., SEE DET, > 3/8 2-1/4' 0 BOLTS 7/8" COLUMN SPACING SCHEDULE On PROJECT, - ON CONC, SLAB SAFETY STAKE, OR AUGER ANCHOR '7'-00 9'-0" 101-01 ALL PANSs 12'-0' 7'-8° GUTTER EXT: CLIP 1,52" 61" #10 SMS @ 3.0000-1GUTTER EXT" CLIP LOCKS OR #8 SMS @ EA, RIB, SPLICE WHERE SPLICE WHERE _�`I SPLICE WHERE 2.00° - OCCURS OCCURS OCCURS 1,7 91 'WHERE 4.6' z , h.— DtANUPACIVRffiEOF�/AtOBtL8A0MB '� ''.. SPLICE OCCURS .075' I .� ,.: - � � _ ACCESSORY BUILDING OR STRUCTURE 4,0000 TYP. 1 I I 4,6' 7 10 2,5 3 t L I�ALTBANDSAFBTY ^;., COD$DIVUAONI9,PART$ .TYP' `— I I 7 3" —.73# /Sa. ," ,� } APPROVHD TYP. _— 2.04' r' L TYP. I 2.04' 2"19" I s 1riS fUBJ8G2TOts0RReCftON9Nri1SO I-----I 065' TYP,_ I III #10 SMS @ EA, L J 2:08" CONTACTCTYP) O NOA�I�=oRAFMOV13WYOWSSIoN - p ORDBVM-PROMRBQMREMENTSOPAPPLICABLB 2.7' " 2,93 i MIMWSANDRBOULMONS - 4 I - BEAM " EA I B MFASCIA-ALUM, MAG POST ALUM. ALLOY_ MAG, GUTTER ' 4,5 GUTTER " ,OJS R,F.CODBSAND GUs TTER OPHOUSINO AND LbMMUNITY DEVELOP STANDARD ALUM. ALLOY _ 6063 T5 ALUM. ALLOY _3004-H36 6063 T6DAM ALLOY sr . / v 6063-T5 ALUM, ALLOY sPANo: 6063-T6 -. - tN FLWA"ROVALBxmm 6:5„ RELLEERMED ALTERNATE GUTTERIHEADER 1 CANTILEVER BEAM(X) _ SIMPLE SPLICE FULL MOMENT Pp E r 9' 24' S G. GENERAL N❑TEe 5' 3' 1° f' 3' ;= c Z 1, ALUMINUM DESIGN PER 'ALUMINUM MANUAL' BY THE ALUMINUM cz N0. 21543 ASSOCIATION AND PER TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE I EXP. 9-30-2005 CODE AND 1997 UNIFORM BUILDING CODE p-oa is�rtr�G�G w�c: �g�}S' it #12 S.M.S. II �— 2. POST MAY BEAR ON CONCRETE SLAB IN LIEU OF FOOTING, CONCRETE SLAB SHALL TYP. TIHICKNESS=.035" (24 TOT-) TYP. THICKNESS��.Q35" BE A MINIMUM OF 3 1/2' THICK, IN GOOD CONDITION AND APPROVED BY THE 6.38' „ n Jj CMl �p ENFORCEMENT AGENCY, POST SHALL NOT BE INSTALLED LESS THAN 1/2' FROM Il �I + II + t li LA II tt -f- til -F + -Ht grtGFCgUFC ` EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN ON CONC: SLAB. SEE SCHEDULE OO FOR POST SPACING I If FOR NEW SLAB] COMPRESSIVE STRENGTH IN 28 DAYS TO BE 2,500 P.S.I. MINIMUM, ALUM. ALLOY 3004-H36 ALUM ALLOY 3004-H36 3, SOIL MAY BE ANY NATURAL SOIL OR MEDIUM TO COMPACT FILL EXCEPT OR 6063-T5 FOR EXTRUDED OR 6063•T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY - - NOTE: FULL MOMENT SPLICE MAY OCCUR O IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS Z- COLUMN, PLATE & BOLTS SHALL BE GALVANIZED. FOR POST TYPE CUNN., SEE DET, > 3/8 2-1/4' 0 BOLTS 7/8" COLUMN SPACING SCHEDULE On PROJECT, - ON CONC, SLAB SAFETY STAKE, OR AUGER ANCHOR '7'-00 9'-0" 101-01 12'-0' 7'-8° LOOSE OR ORGANIC TYPES, SOIL BEARING VALUE 1,000 P.S.I. 4. FASTENERS TO BE GALVANIZED OR CADIUM PLATED .OR STAINLESS. STEEL OR 2924=T4-ALUMINUMi- 5. MISCELLANEOUS STEEL SHALL CONFDRM TO A.S,T,M, A-36, 6. PAINT+ 'RUST-O-LEUM''OR EQUAL RUST INHIBITIVE PRIMER AND FINISH COAT. 7, ALL ALUMINUM ALLOYS TO BE AS SPECIFIED, OR AN APPROVED EQUAL 8, ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED WITH "JONES- DABNET' ZINC RICH 392-151 PAINT OR AN APPROVED EQUAL. - 9 EACH PATID COVER SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION TAG WITH THE NAME AND ADDRESS OF THE MANUFACTURER, ROOF LIVE LOAD, HORIZONTAL WIND LOAD, WIND UPLIFT, APPROVAL AGENCY AND APPROVAL NUMBER. 12. SOLID PATIO COVER MAY BE ENCLOSED WITH OPEN MESH INSECT SCREENING AND / OR WITH READILY REMOVABLE 1/8' THICK (MIN.) PLATE GLASS, OR .115' THICK (MIN,) SHEET GLASS, PATIO COVER ENCLOSURES CONSTRUCTED OF i RIGID MATERIALS SHALL BE APPROVED UNDER SEPARATE STANDARD PLAN APPROVAL, SCREEN ENCLOSURES AND WIND BREAKS MAY NOT BE ATTACHED TO IIIA I 1=I1IIll 1' COLUMNS, ILII II SII PL. -2 3/4'x2'x10 GA. II A,S.T.M. A36 STL. 1,375' 7 GA, PL 105' 11/16'21 ROD 3/16' 1040 II STL, 21• �a¢ . 1,375', ALL PARTS PAINTED �4 If'RUST-0-LEUM' PER 20` p , `� z -COLUMN, 12 GA. GENERAL NOTE 7, SHT.2 " A.S.T.M. A36 STEEL 3/8'x2'xi 3/8' OR EQUAL. �) 4' DIA. 9 GA, kk�� PL-12'x12'x12 ASTM A-36 HELIX GA. ASTM A36 STL 3/16" `STEEL FOOTING SHALL BE _ MANUFACTURED BY ABESCO, STL, FTG. / 15" POST O ABESCO AUGER ANCHOR ON MOBILEHGME AWNING BATE 2001 -0 KK FORMATTEDIAUT=CA° Ft�X ENGINEERING 1NC. JAMES M.FOY,SES16 MOBILEHOMEAWNING- ATTACHED ROOF LNE LOAD JosISI 02.0166 DURALUM PRODUCTS INC. REV1510N DATE: . STATE OF CALIFORNIA sca�NONE 0 0 JM REBUBMITlP.C.CORit JAMES M. FOX, STRUCTURAL ENGINEER 10 P.S.F. 8258 ALPINE AVENUE 8-2002 10 PSF ATTACHED n�msn KAK 1{ JAMES G. FOY, C-21543 SACRAMENTO, CA 95626 JAMES G. FOX, CIVIL ENGINEER (562)6t1s-7�7 SPA # 88-60 (916)452-7021 (909)738-0500 sHT 2 OF 2 _ 8060 ELEGRAPH RD. DOWNEY, CA 90240 FAX: (562)927-2509 30.0 / PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY AND 1. METAL AWNING PER SPA NO. 88-60 ANNE MURPHY AS :JOINT TENNANTS PROJECT DESCRIPTION: INSTALLATION OF RAMP, DECK AND METAL AWNING ADDRESS: 4762 CHINA CAMS' ROAD CHICO, CA 95928 (LOCATED OFF OF CENTERMLLE ROAD APPROXIMATELY 3 MILES NORTH OF INTERSECTION WITH HONEY RUN ROAD APN: 017-100-060 ZONING: FR -2 GENERAL PLAN: AR NOTE: PROJECT SITE HAS 'TEMPORARY MOBILE HOME CONSTRUCTION PERMIT (ADM 05-21, AUTH FOR AUNT MINNIE) -- -- - - - - - - MANUFACTURED HOME 0 ,0, 3/4" PROPANE LINE 2 0 Y 7 Q b O °l,� SS CLEANOUT AhJ, PA�CEL INFO ON NEW 4" SEWER 017-100-032 FIy 51Z� (AC) 153 '9 Y ZONING: P!? -2 GAN. PLAN: Af? U51�: M51MN11A1, (44 PLANNING DIVISION UILDING PLAN APPROVAL 10' Use: P f ate; .� tf7� ? C , Za-2S CR Parking:._______ Landscaping: SE Other: [Signature: i 3 N. 5.5 q� i irk p OM ry ry I WELL i f BUILDING �- ` V A(9J, PARCEL INFO 011-090-125 51ZE CAC) 2502 ZONING: EP -S J GEN. PLAN: AC? f EX, 1,15E: Nof hEVEI,DPEf7 i No. Revision/Issue Date ff Name and Address THE ENGINEERING GROUP, INC. 1250 EAST AVE, SUITE 10 CHICO, CA 9.5926 PH: 530-899-0409 FX: 530-899-0943 F and Address OOD AND ANNE MURPHY762 CHINA CAMP RD. CHICO, CA 95928 APN 017-100-060 Froled 200-0- Sheet C 1118/05 1 OF 2 Scale 1 "=20' ki ru i PROJECT LOCATION INFORMATION NOTES: OWNERS: LEO AND ROSE MURPHY AND 1. METAL AWNING PER SPA NO. 88-60 ANNE MURPHY AS JOINT TENNANTS PROJECT DESCRIPTION: INSTALLATION OF RAMP, DECK AND METAL AWNING AP1f1OCC`C•. A7@A I%LJIAIA ^A►In tbAAf1 CONNECT JOIST WITH MIN. 4 X 3" DECK SCRE AT EACH JOIST ENAIL 2 X 10D IL EACH SIDE (4 TOTAL) R JOIST TO GIRDER 18'-0" 3" DECK SCREW ® 6" O.0 AROUND RIM JOIST TYPICAL DECK RAIL 2 X 6 RAIL CAP 2 X 4 'TOP RAIL 4 X 3" DECK SCREW 2 X 2 BALLISTERS TOP RAIL TO POST ,. W/ 4" MAX GAP 4X4 POST TYPICAL DECK RAIL ;ALL SIDES MIN. 4 X 3 t( DECK SCREW M RAIL TO POSTIll t� TOP AND BOTTOM TYP. SIMPSON AC4 MIN. 2 X8 SCREW POST CAP TOP AND BOTTOM 12 X 16D BEAM BALLUSTERS TO RAIL 4 X 4 POST/COLUMN TYP. 8 X 16D POST MIN. 5 X 3" DECK S F !EW PER POST s. 12" X 12" CONCRETE BLOCK OR CIP PAD BUTTE COUNW BU I L D 16 � G D4,1 , 31F ..! d;w� L 'iwN' i" v w m