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028-410-109
1111111 IIIII IIII IIII i r NOTES RESIDENTIAL PERMIT N0. — 025-410-109 T 04-1225 - II C ALVA & JUDY a. to [ MISSION OLIVE H--OROVILLE �3 I Cont: PAT HALE INT NEW MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). , (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). t INSPECTOR TO VERIFY SERIAL & LABEL #'S. . SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ' 4 VERIFY t fill USE PERMIT CONDITIONS SI�-S NDARD HOUSING LETTER I JCS �----`-- --- _--� OFFICE COPY I I Address,gl") Kr/ssJ s Q �j� I GAS Meter By Date ELECTRIC �� L �% 0 Meter By Date l0'3 ���6°_ �►c11 _not C4 no ----- Fj ! c4 t✓ N C*L, Eby 6°► 4 JOB FINALED (Date) 2 6 i - Signature ' J=OK, 0 = Not OK . = NotReadyable t MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. S(*s; Special MH Support Sketc _ 02- p -'1 ewer; Location -Test -Fall- Concrete 4. Water; Location -Test -Easement Need Sketch) 5. Electricity; Location -Clearances -G p -Concrete 6. Gas; Location -Test -Wrap;-/ /" L -f- / ./ P Nat. or/ /" L "ft./ P LPG Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 7. Well Clearance & Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance Carports; Windows -Doors 7. Electric 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 11. 1. Zoning Requirements -Setbacks -Easements 12. Braced Wall Panels 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Pool Structure; Steel -Connections -Thickness Dead Men -Lining 9. Tie Downs -Type -Installation Cert. Elec.; Receptacles and Lighting, Distance-GFI 10. Exits; Insp.-Sketch Elec.; Pool Lighting; 15 Volts-GFI 11. Cert. of Occupancy { Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Date Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date PERrOANENT END SYSTEM Line 4., as• H Test -Demand -Valve _ 5j ctricity; MH 6^ater; MH Test 7. Water and Sewer C nected 8. Gas and Electr' Tagged 9 Exits 10. License Decals 11. Verify #'s with Office Date t tjt 0 Card B-1 Date Card B-1 Date Cgrd B-1 Date Card B-1 (�8) z-,,7 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready 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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 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 Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector RESIDENTIAL (Single & Duplex) ra Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 50. 36. A.C. Ducts Insulation & Support 51. 37. Vent Fan, Exhaust above insulation 52. Garage Fire Protection Framing -RC Channel 38. Condensate Drain & Overflow, Size & Grade Property Line Firewall & Openings 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 56. Card B-1 Date Card B-1 Date 57. Siding -Nailing Veneer 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 Date 46. Headers & Beams -Size & Bearing ra Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electr cal -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: e 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. BP041225 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: 05/18/2004 APN: 028-410-109-000 the Business and Professions Code, and my license is in full force and effect.Q. License lass License umber:Z9 : 7�((� Date: 1 V 1 Contractor. �Ct-L Site Address: 493 MISSION OLIVE RD ORO Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW MH PERM FND (2430) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BLACK, ALVA E. & JUDY L. to its issuance, also requires the applicant for such permit to file a 2555 MONTE VISTA AVE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966 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 Applicant: BLACK, ALVA E. & JUDY L. 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, Contractor: PAT HALL ENTERPRISES INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 189 W CLAIRE ST ❑ I arrqExempt under Article 3 o B s ess d Profess' s Code MERIDIAN, ID 83642 `towner: (208) 850-1669 Date: v License #: 289598 WORKERS' COMPENS ION DE LARATION 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 Architect: is issued. ❑ I have and 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: Total Square Ft: 2430 S.F. Policy#: Valuation: $157,950.00 I 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, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith' h those provisions. �plyvwi rJ o Date: Applicant: WARNING: Fail re 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, fees. ,0 �OS4�� code, and attorney's CONSTRUCTION LENDING AGENCY I herebv affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Bi1tte County Code anwor Resolut', ns to do work indicated abo r w i ah fees have been paid. performance or which this permit is issued (Sec 3097 Civ.) Name: By: Date: ! v Address: PERMIT EXPIRES ON: V 22 ate ❑ 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 a duly authorized agent qJ 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 an offi ial form or docume of Butte County. I hereby r upon the above mentioned property for inspection purpo s.• to ) authorize rep ntta'tiieesButt uCNIUypy OSPrint Name:�/"1 l/� ` Signature: 5 Date: ❑ Owner ❑ Contractor ❑ Agent for Owner kAgent for Contractor BUTTE COUNTY ' DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. DATE: �^ A APN: A – O I I O q ZONING: — OWNE 'S LAST NAME: )tC J()(k OWNER'S FIRST NAME: V A d-- J V -J PHONE: 599-119[ STRETgD�YS:OV FAX�1OyVV� CITY, ZIP: C —i5GV/(0 E-MAIL: SITE ADDRESS: �q3 �15S1�1N l lU2 CITY. ZIP: ^ r+ Y NEAREST CROSS STREET: TRACT/LOT # APPLICANT NAME:1 �� S� O PHONE: � STREET ADDRESS: / j O Al^ _ I t I� FAX ;q r5 CITY, ZIP: /� ,/� ^ 1 3 61 E-MAIL: ' CONTRACTOR NAME:N PH E: C, STREET ADDRESS: O � Q , ^ FAX 9_ C L �I J CITY, ZIP: O � � � E-MAIL: LICENSE NUMBER: ^ 5 1 v LICENSE TYPE: —7 ` ARCHITECT/ENGIINEER NAME: PHONE: ; STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: i N5LO9 utpj ❑ 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 fees 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. For office use only: Notes: Srrl-,5Rt4 l 52 . Shr(IX S&o. Application Received by: Date: Y -a'? -04 Receipt number: Amou4p 4164nt Amount Received: Master application 3.4-04 i 1 E.H. USE ONLY Plot Plan Attached / Floor Plan Attachad t .want to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,41-4?4 !?La Lyc� o��i6 L.4/. /i�i�s�o� �4de 01a(9-//0 -/v 9 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well .� Clearance for V"dwelling. Other 3 A6�Q /zaV717 Hold final for: Final clearance O.K. for: NOTE: -- 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 Ile PERMIT APPLICATION DATA SHEET OWNER: IU G( _I()A -f ASSESSOR PARCEL NUMBER Proposed Building Use:Mfte) rn.N. r✓Yl S/1te, Counter Technician: Date:// -"2 6? YO-Y, Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. 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. JV 8. Manufactured homes jq Data sheets and installation inst-,W Marriage line infoj(C�Floor Plan,V'Tie downr fnd plans, II 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. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form -0 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico2�0roville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers.................................................................................... .. ,, 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by.. ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... D ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval 12'raid. Sent by: ............. 24. Planning approval (A) Used (B)Parking: (C) Parcel Check: ' �=)- ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form...., ........................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑' 32. Letter of Signature authorization ...................................... :............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... 1 ❑ 36. Deed Restriction .......... :.................................................................... ........ v=3 D ❑ 37P. Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, Teck to H.C.D. $ ., 38. Other;ryl r_ cr_ ❑ 39. Other: When issued Telephone and hold for pickup. I have bee ' ormedlof the above items 'nd requirements for obtaining a building permit. Applicant: 30 Date: 4) 2--� 1AI 1. Index permi ap lication fort a above items numbered: Plan Check Le er 2 at it s required ontr designer, owner, was advised of the above data bypVphno ❑ mail, ❑ counter, by Date: t U on r designer, owner was advised of the ab a dataone, ❑ mail, ❑ coun er by Date:Pans reviewed by: Date: (0 ans approved by: Date: • t7 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division O�a5 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 Alva - SCHEDULE OF RECEIPT OF FEES WONER A.P. # PROPROSED BUILDING USE OPJAJ M -1f, DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.. 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check 3. SHERIFF FEES (paid at Building Divi Residential............ X $360.00 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CH K FEE (paid at Building Division) /$,2, 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. J10. OTHER I �, 40 .21r, At time of permit ap on, was advised the abo a fees are required to be paid prior to issuance of the permit. These f es may be changed d ' g t la chec 'ng ocess. /Zq APPLICANT DATE Pursuant to Government Co Sec ion 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 oval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) F Building Permit Number: OV -12 Z S - Owner Name: lila (Q Uf, Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located- above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: N-IZ25- Owner Name: . 0 Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. NOThe following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of � feet from the side and �Q feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Golden West Homes F.4 Due to continuing improvements, specifications and designs are subject to change without prior notice orIobligation. Square footage is approximate and does not include covered porch areas. 1 M.H.L-2 1. Owner's Name: �A l U 6- +- J N Ao Ct 2. Assessor's Parcel Number: 2,� ' (l 1)- t 09 3. Installer's Name. Cd� G�W e, �, )AU U. v Chu -e -a 4. Is the site currently under permit?� Yes[ ] No[►�] Permit No. 5. Is the site an existing site? Yes[ ] NoV] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? UJLAmperes. 7. What is the mobilehome site circuit breaker rating? 200 Amperes. 8. What is the electrical rating of the mobilehome site? ZOD Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] Nok] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[X] No[ ] If yes, please identify the load and size: a) The mobile home Load- . Amperes- Lo b) The main servicer Load- Amperes - 11. Type of gas service at mobilehome site: Natural`[' ] 'Pro'pane[X] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 3Z4 inches. 13. What is.the gas pipe length from the meter or tank to the mobilehome? 15 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 dUT'TE COUN 1 v AUILDING DEPARTME,04. May 1995 . �+- P} R R 0" V " 8.5 a_ Mobilehome Manufacturer: aU_L�W-P_s+ Manufacture Year:( o If other than single wide, furnish Setup Nfodel Number- (--)E Coli I V_ Width: L- D(ft.) Length: CO 0 (ft.) Tagalong or Expando Size . (ft.) x On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade Other: SUPPORTS: Concrete blocKJ1 Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I Line 1 Line 2 Line 2 I Main Bea is ........................................ine 2 Line 2Line 1 Line 3 Line 2 ...........................................................................................Main Beaass Line 2 Line 1 4 ................................................. Ifle S Tag or Triple ine 4 ine 1 2 --.1,,.I.i R., — 5 e -L r1r1r l TriL. 7V%Af - - Line 1 Piers: Line 1 Openings Size minimum: x 6031. Size minimum: [ ] x [ ]. Spacing ma-ximum: Each side of openings From ends -maximum: with width over: ` Line 2 Piers: Size minimum: [Z ] x [�]. Spacing maximum: Co U ` From ends -maximum: Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Line 4 Piers: Size minimum: [ (2 ] x [ Spacing maximum: ` From ends -maximum: ` �Ix3o t{x3D24v3a Z�lx3-7,q lad �-lel-i t-�'1. `�'-� Size minimum: Location (from front): "IUILDING DEPPA `RTNr 41, May 1995 A 40 P R �, ` 6� r` Z��3a Z�fX3� 2�3� y�3o lad �-lel-i t-�'1. `�'-� 8.4 r— .. ........ V-4 314' 1*70 !Mf...— T-0 3W 9'-7 ------- 7— STANDARD CARPET V-4 314' 1*70 !Mf...— T-0 3W 9'-7 ------- 7— STANDARD CARPET LrVW. PZOM ODD6 ROal FAMILY RXM SWRO6M5 2 13 MASTER MORXM L . NO LNO TOTAL LWO _ !1-6 x 30-0. V CPT. GLAMaIR sant ADD Ul-V TOTAL L LNO —7� ,;Ow- c,P'nONAKcqt- aESr W4 ...... r1z"A ri m rdda 30 PEF - - 03OPEF 30 PT (D J�k-PWJ 1 26 PSF 3 30 P!F 3 2 30 P9 (D 30 PsF K46TER BATH )OTGLN &0 PEP @ 30 P5F 30 pw .... .......... umffy LNO -14 > 7— (D 30.-f 30 PSF E3 El &Vipo E 2 30. -s - �� ! ✓� ------------ may; - �j' � ;I ^ .� ;: � � l3 -b:10.0 L040 ' e jc) a LNO 3'-t 3/4'. T -WI. 4'-2- –XS vr J, Y-95/8' 4--5 S1W ' (SO# ONLY) • I (20# & 30# ONLY) 13'-6' CARPET LAYOUT PIER PIER C(IPLAT FOOTING SIZE REQUIRED (SO. IN.) PIER FOOTING SIZE REWIRED (SO. IN.) I PIER CAPACITY L PIER I PIER FOOTING SIZE REQUIRED (SO. IN.) CAPACI -11 1 PIER PIER FOOTING SIZE REQUIRED (SO. IN.) I CAPACITY NO. —p% IODO PSF 1500 PSF 2000 PSF 1 1000 PSF 1500 PST 2000 PSF I (LBS.) I 10. 1 1,10. 2000 (LES.) FIST I Nv. (LBS.) 1 1000 PSF 1506 2000 PSF 2000 288 192 144 'OS 4000 576 1 384 288 1 1 6000 1 864 1 576 432 Q 10000 WO 960 720 360 240 180 (9 5000 720 480 I 360 6 8000 1 i152 1 768 1 576 1 8> 112000 1 1728 1152 864 GOLDD WEST HOMES 'Y OR -M -G WU C A R ir-� E T c k P A" I PRODUCT "0. 'OLDE�l �'STAF GE 601K-04 V '� r A , A DIVIsloN 2445 S.W. PACIFIC BLVD. K ONS TPORT LO" so.F-. IAll 430 17-11 -03 ALBANY. OR 97321 (541) 926-8631 Phone ORAMNG FRE INFORNAno.4 DIVISION (6' WALLS ALBANY DIVI ORA" Bi J. HF. IVY SHEET E"SEO 1 -A2 (800) 858-3552 Fax Vector Dynamics Foundation system INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX Approval PAGE RELEASE SECTION NUMBER DATE MANUFACTURED AOME/MOBILB HOME FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED INTRODUCTION 2 9/2/03 SUBJECT TO CORRECTIONS'NOTfiD GENERAL INSTALLATION 3 9/2/03 kPPROVAL DOES NOT AUTHORIZE OR APPROVE ANY PARTS LIST 4 & 5 9/2/03 MISSIONS OR DEVIATION FROM REQUIREMENTS OF LONGITUDINAL DEVICES 6 9/2/03 APPLICABLE STATE LAWS AND REGULATIONS Staeo of Caliroral. PIER HEIGHTS 7 912/03 t ousin �acommunityDovolopmot N ODES AND STANDARDS SET-UP INSTRUCTIONS g 9/2/03 0 DATE � (sigam-0) SPA D. FOOTER SIZES WBP an Approval Expire■ 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 ?,o -DOUBLE 14 9/2/03 MSwOh�6` - TRIPLE 15 9/2/03 irn 0.4 P. V-DRIVE & PIER SYSTEMS 16 9/2/03sjq civ►t �OFCPI�F SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST dUITE COUN 1 lUILDING DEPARTMC. APPR0V.F a Lr: cr c C: 6 C 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 maybe required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. M � a c 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 - 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 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 Dynam, ics 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 Soils # 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. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. <9 CM Page 4 California 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List Page 5 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 # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) (::::�b <Wa:M California 9/2/03 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. LSD C 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts = 1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Exampleo of PoSSible placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I I I I I 1 I 18 Ft. Max. Wind Zone I Double Section I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LAo o I 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section 1 , LL I , 1 , , Wind Zone ' I � I I Tag Section 1 I I I I I I I I I , I � � I 48 Ft. Max. <G= California 09/2/03 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. Unequal Pier Heights 4aximum Homes with unequal pier heights are limited to 50" maximum pier.height. The difference be een 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 -Bolts 1. Set Vector Pads 4. Inside brackets & straps Clear all vegatation where pads will rest. Place Attach the inside tie brackets to the'Ll-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. Place past bracket. Attach strap & slotted bolt in pre-cut center compression member between bracket. Tighten strap until tight with 4-5 wraps blocks, resting on pads, centers between U -bolts around bolt. Repeat with opposite strap. as shown. 3. Outside Tension Bracket . Attach outside tension bracket as shown to out- side of pads. N Page 8 4"=C Califora 9/2/03 W CD 7� C') 0 Note: L.S.D.= Stabilization See Page 6. L 0%+ It. Pau Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 4B s h of ine nome. rier spacing must uu consistent with home manufacturers' Instructions and/or state requirements. 1,000 PSF minimum 30" with 24" helix anchor (59095), 12" stabilizer plates (59292), 1=1/4" frame ties Home Length Vector Systems Anchors Required 24+" piers L.S.D. Required Per Side or 24" Pier 0 to 72' 3 2 3 2 73' to 90' 4 3 4 .2 • r'�, 1.. ar �� f•�� l j/111.x` ".. Ok"�_ i S9 r Vy£ �{��q����� •�.[e1h� J' t�,i i�� �Y�4. viii ��,k^i�E'+�}iiA�M��S]F9 �, Fry" �`iP-'i3 _.s:4�ia �.t. �.i_,�.C�Ta�jY{nq�nn�•.�a� '!N' 614i�FVl�I��yi�irNi'lil: '41:P. r4�ir��.S1YX"�I�.�Y�°' � Note: L.S.D.= Stabilization See Page 6. L 0%+ It. Pau Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 4B s h of ine nome. rier spacing must uu consistent with home manufacturers' Instructions and/or state requirements. 1,000 PSF minimum 30" with 24" helix anchor (59095), 12" stabilizer plates (59292), 1=1/4" frame ties Home Length Vector Systems Anchors Required 24+" piers L.S.D. Required Per Side or 24" Pier 0 to 72' 3 2 3 2 73' to 90' 4 3 4 .2 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) . W N n U NOTE: Vector Systems should be spaced as symmetrically as possible along the length of home. Pier spacing must be consistent with I manufacturers' instructions and/or state requ No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Bearing Capacity: 1,000 PSF minimum Anchors Reauired": NnnA /*Marrinn= %-11 o'...k........ ., L— home manufacturer) Home Length Vector Systems Required Anchors. Required Per Side L.S.D. 0to40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 - -- - 0 4 - 85' to 90' 5 0 4 • vul ,hl�°.�4`r�t: r M', %��LXi1�� . ,�+ $' ��k"�_ '�.�is- v�`� J �.�r� G i��a�' -� " •s �4t"o?I �`� "� . I%��9x5:y�g IM NOTE: Vector Systems should be spaced as symmetrically as possible along the length of home. Pier spacing must be consistent with I manufacturers' instructions and/or state requ No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Bearing Capacity: 1,000 PSF minimum Anchors Reauired": NnnA /*Marrinn= %-11 o'...k........ ., L— home manufacturer) Home Length Vector Systems Required Anchors. Required Per Side L.S.D. 0to40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 - -- - 0 4 - 85' to 90' 5 0 4 tacn 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) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. NOTE: CD When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. Tag or---- full rifull triple 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. n >v 0 ,n- z sq. n. pao L Sq, it. pau . Soil Classifications: 2, 3, 4A, & 4B 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 LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49' to 71' 3+ 2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85'to90' 5+2 on Tag 0 2 2 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) WIND ZONE I SEISMIC ZONE 4 Hi - - _ 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. W WIND ZONE I Max. Height Unit Width See Page 7 cfl ND N - 'I•Beam W spacing A ® <2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Side L.S.D 0 to 48' 2 2 2 49' to 71.' 3 3 3 72' to 84' � 4 4 4 85' to 90' 5 5 4 ,q.:.�ryT"• �r. `.y�C:r=may Bbl l,. y�j';�'• mal 4�')`�'� �®gi� „°�,t'S. c �'Y 4 t•i`1,u ) i�p�—g—�-' 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. W WIND ZONE I Max. Height Unit Width See Page 7 cfl ND N - 'I•Beam W spacing A ® <2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Side L.S.D 0 to 48' 2 2 2 49' to 71.' 3 3 3 72' to 84' � 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer'plates (59292) 1-1/4" frame tie with connector 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) VJ UM CD W � �SAY. ��;• � 1 J �:.ap ��i,, I,t g� �.11��•Y ��� © � `r��0�i�""',J'j��G yfri �ij; }��.'r� 02, WIND ZONE it (not to scale) Soil Classifications: 2,3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 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' S 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 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. y Each Vector System requires one of the following: 2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND Z ONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for - - " " " o�,a� hom one ide�;nes Double Section Homes - e se c�of sy nula 9w x';' ! r•�7P: "Offi }': E BGG n•W y, w CD CD 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 C-) the K2 Engineering test report. W WIND ZONE II (not to scale) �2 sq. ft. pad m Soil Bearing Capacity: Anchors Required": 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" verticai ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0to48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 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) -v w CD M 0 W NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. 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. Soil Classifications: Soil Bearing Capacity: Anchors Required': Tag or---.- 2, 3, 4A, & 4B full triple 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2 on Tag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85'to90' 5+3onTag 8 3 2 � `"swap':"=". �'p�,�� tfy',SiLS-^•� �I� r it�47$�� � <^.r � '"° ��;;i�C�: f��I,•*� �®� ,r.;R�51f�?,'�CLaw�,;�U����5.���f� -v w CD M 0 W NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. 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. Soil Classifications: Soil Bearing Capacity: Anchors Required': Tag or---.- 2, 3, 4A, & 4B full triple 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2 on Tag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85'to90' 5+3onTag 8 3 2 r`v ach Vector System requires one of the following: C=) 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) A �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. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V: for rocky & ,e used only in 'ion 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 slottedbola ut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. tighte 'ng strap until all slack is out and strap is tight. onY �& a tm Page 16 California 9/2/03 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 17x25=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 liste bove. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in r ar with site conditons *me Page 17 California 9/2/03 Vector Dynamics 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 (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 pa for concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt , 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 Tv Inside Tie Bracket Compressh boards of PVC Pipe rays IU Wmuiina ad e O= U/2/03 b�Ubb'J!891 walo, H'0A4'r!> o CA -61 ez RESIDENCE INN BY MAR r PAGE 01/01 bCGlo at, sy-I&XIG P*000, 5�m V-e� . N it' e �tc-o"C- wy-y 04. ZR0 ry CZM44 it- Af A-" LC 6445 OF cwf" /qT 6f2 6LV&-Aoa "5 *,A- of dUTTE COUN rf *r -j a� IZ,4'C AZe.4i AUILDING DEPARTME,:� no 6 RM BELL AM, SUITE I W.CMUMTO. CA OW CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NANt Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 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 provide for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 022 -ti (0-1 cR OH l 225 "RL. Loc. ) A UTA AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates IN 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. IN 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a 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 on page 3. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal- to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AP# PERMIT # NAME jp,-14— Other Requirements q If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves ( ] If Buildinq 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 the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date ig tau re Page 3 of 3 COUNTY OF BUTTE 439960 OFFICIAL RECEIPT OFFICE OR DEPA MENTTjjIIS 1 ING RECEIPT — 20_ C Received from A Iva 81a I cd The Sum of -T l r �,I - nvz !! $ a For l �q Received: Received ey- CASH `LT—vJf/ /j Title Pe r e I'f CHECK By UAVGU bUJINtSJ rUMMJ • IuJU) /43•uOTI rorm uwiuz STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY. . DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS This unit is a: Mobilehome El Commercial Coach 0 Floating Home Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) I/We, the undersigned, hereby state: I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. We certify under penalty of perjury that the Executed on `T at at - . 0� (Date) S) 'I CD ALQ Cy ing is true and correct. (City) Printed ame(s) iU l,ef II kh4 t�u5 State �A4 (State) BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: .(530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. -6P'0 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. _ , i `�1 ZONING OWNER ✓ S/ Q. PHONE NO.� OWNER'SADDRESS �� �^ •� % � i ,/ 1/ LOCATION OF BUILDING Frokn, ` Lo USE OF BUILDING �r SIZE OF STRUCTURE�:b X —0'= SO. FT. TYPE OF CONSTRUCTI9N: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: i FRONT l'SIDES 2D �`� REAR �� .�►`� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to compI with the requirements in effect at that time and before occupa;/Q Date 0 Signature of Owner Permit Fee -$66-06 loQ.�O The above described AG Building is exempt from a byilding� lit. Receipt No. � 3 I i y I v- r F% \ I ita I Manager Building Division By Date 5 White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant STATE OF CALIFORNIA NUMBER: �.4SINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 8724609 /1 4 Cv O DIVISION OF CODES AND STANDARDS Q MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN DISTRIBUTION ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 85812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE T"SPoR(tTER TO At; VNY TiilE UNIT TO ITS DESTINATION. & y ,COP 3 (GOLOENR00) TO BE RETAINED BY TfIt MANUFACTURER. ? �• HCD 483.0 - Side 1 - (7187) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF y❑ SFO (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: MFG WEST INC. C7. �S� 1V`C MFIQS458 . MANUFACT�JMER -DRESS: 5. E'(�L+ �� L SUGGESTED RETAIL PRICE: .., :. i� .. Ci d^ ' p . Stade) F r:: MODEL E A , R NUMB R: GATE OF MANUFACTURE: MODEL. YR NAME OF OEAUWM MWSFEREE (OWNERSHIP TRANSFERRED TO): 8.54 - CALI . ER NUMBER OP -e@9 DATE O ER: 3�{S TRANSFEREE DESIGNATION: GOLDEN WEST Hfq+tES CHICO �3-193-2�?3 18/22/04 DEALER OR TRANSFEREE ADDRESS: gQk&q.r k;p �aov,,% LLQ. c�;ro Cts G1 'I -, Ci State Zi INVERTORYCI A INVENTORY CREDITOR ADDRESS:' Street Ci State Zi SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD !ABEL NUMBER LENGTH INCHES WIDTH INCHES WEIGHT (POUNDS) 1-6 ORE 464588 o- l a (Z_^Ls 0 1 TRANSPORTER NAME: TRANSPORTER ADDRESS: Street C' State(zip) DESTINATION FOR UNITqESCRIBED ABOVE{� ` F ; ft)'Vy c s LLL cw' co q CL S (� ►� CD QUm w,651 tl�MtS o�c� e� 1 Civ 4w�T HGMEC- 21CO 22EM'.'(:T!; HC+MES 1.i.L CHTGI, CH 95 �' Stats z I Certify ulnar Penatty o1 Per)Ury Under fro taw* of the State of Cal"Tie that the above tads are true and coned. Executed on 10 /,-T!@4 at FIL@RN'f , !-INN , OR (Date) ; (City) (County) (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 85812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE T"SPoR(tTER TO At; VNY TiilE UNIT TO ITS DESTINATION. & y ,COP 3 (GOLOENR00) TO BE RETAINED BY TfIt MANUFACTURER. ? �• HCD 483.0 - Side 1 - (7187) TOP STATE OF CALIFORNIA NUMBER: ---JSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 8724609 DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN D13TRIBUTION: MCD 483.0 - Side 1 ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE, COP 2 (YELLOW) DELIVER TO THE TRAA�SPORTFR TO AG TYE UNIT TO RS DESTINATION. ,•COP 3 (GOLOONROD) TO BE RETAINED BY TRE MANI?FACTUREK. i ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFAQJUREO HOME OR MULTI -UNIT MANUFACTURED HOUSING 7❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS _ COMMERCIAL COACH: OCCUPANCY GROUP 'MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: WEST, INC, MF11?6456 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: (SIMPI; Ci d i� Staie ` F y 01 MODEL NAME A . OR NUMB DATE OF MANUFACTURE: MODR. YR NAME OF DUMURM MONSFEREE (OWNERSHIP TRANSFERRED TO): CALI MEER NUMBER OR?" DATE O ER: TRANSFEREE DESIGNATION: GOLDEN NEST FMS MICO 33-18.3-2273 18/22/04 DEALER OR TRANSFEREE ADDRESS: Ci State (Zip) I Y I INVENTORY CREDITOR ADDRESS: Street C State Zi SECTION MANUFACTURER SERIAL NUMBER MCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT IB INCHES INCHES (POUNDS) 8881 A GRE 464588 783 ! �:c W110 r. a , TRANSPORTER NAME: TRANSPORTER ADDRESS: Street C' State Zi DESTINATION FOR UNIT DESCRIBED ABOVE: EN Iv CT HOMES (.;NICO 601.0 :.I;rr' HEWS I.i-C CHIC), CA. '5W4) state z I Certify under Wlatty of perjury under the Ian of the State of Cat is But the above fads am true and correct. 10/c /04 Raw UNN OR Executed on at t I (Date) t t� (City) (County) (State) SIGNATURE OF AUTHORIZED AGENT: D13TRIBUTION: MCD 483.0 - Side 1 ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE, COP 2 (YELLOW) DELIVER TO THE TRAA�SPORTFR TO AG TYE UNIT TO RS DESTINATION. ,•COP 3 (GOLOONROD) TO BE RETAINED BY TRE MANI?FACTUREK. i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIIIIIIIIIIIINIIIIIII�IIIIII�II�I N.J Z�r�S4—Qj�24B 1 07 Recorded I REC FEE 10.00 Official Records I COPIES 2,50 County Of BU'i i E i CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathyh 02:09PM 12 -Nay -2004 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. T All that real property situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED Date May 10, 2004 PROPERTY OWNERS: ALVA BLALOCK JUD13LALOCK State of California ) County of BUTTE personally appearedAT. 7A Ri.AT.p('K and Tpersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my and official seal. Signature'�,a Seal: 410-- 1 coq KARY J . BI DWELL Commission #1381097 n a. Notary Public -California Cl)Butte County My Comm. Exp. NOV. 08, 2006 89-03676 ORDER NO. BU -103704-3 DESCRIPTION ALL THAT. CERTAIN REAL 'PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 7, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 24. PARCEL II• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 7, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 24. PARCEL III: A RIGHT OF WAY FOR WATER PIPE LINE OVER THE WESTERLY 10 FEET OF PARCELS 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 7, '1978, IN BOOK 68 OF MAPS, AT PAGE(S) 68 AND OVER THE WESTERLY 10 FEET OF PARCELS 1, 2, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 29, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 91. END OF DOCUMENT System (NPDES) Phase II National Pollutant Discharge Elimination andS Storm Water Pollution Construction Storm Water Acknowledgement ILESS THAN 1 ACRE Prevention Plan (SWP ) Project Title: certify that I am aware that a construction By signing below, I, the project owner/owner's agent, Permitction Storm Water project ect that disturbs 1 acre or more of land requires a Cons o sibility to submit a Notice of Intent State Water Resources Control Board and that it is on n ( resp and a check for $700.00 made a Storm Water pollution Pr sventiControl Board to obtain such a permit if my project payable to the State Water Res er certify that this project will not disturb 1 acre or disturbs 1 acre or more of land. forth false and/or inaccurate information may result in more of land. I am aware that submitting other sanctions provided by law. revocation of grad�q{ other Signed: Title: Date: Golden West Homese FA 507 K • a Bearoom • 2 Bath • Family Room • Ont. 6drm *4 • -2.4L'A& Sr x Due toy continuing improvements, specifications and designs are subject to change without prior notice or obligation. Square footage is approximate and does not irclude covered porch areas. SITE PL REVIEW APPLICATION Date: Gr og( a4v. AP# / - / D Permit Number if applicable) 6�Ji1 J1/4z-74in Number Oy-1225 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: d L I y e Telephone No.: Situs Address: /-,���� Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ® Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family • Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other 9 Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved • By Date 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) ❑ Expansive Soils (Test for expansive _soils and if verified proper foundation design required) -E SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: I 0 2L Index Date: "2O ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 50 C - )L Side 10 0 Side Street Rear I a 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 Amount Formula ❑ Fire • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By El 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: D i"p A f' D 2 j ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access " ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements •---------------------------------------------------------------------------------------------------------------------- Page 3 of 5 Subdivision Map/Parcel Map: dSP–V Gr2 L -y as—f2py Map Date of Recording: Lot: ')0-7– P,--) D ❑ Use Permit/Minor Use Permit Permit Number: Book: '7 i Date of Approval: 4-4 Page: 2= 1 • Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached 15 None ❑ 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 Plo 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 road maintenance, and stop sign maintenance. X Page 4 of 5 .7 • ®Q s I , ' Y), LL'66L (Se) M 00 00 ION 'X6 65& 3 „LS, OL`o00 /V i599'66E W Q ,j A' \\�, 1 az oo � / � - ..` � IQ QS � � N ppp( �+ t -may '' • J• Q W v O J h. o a1 �. to ti q zzi � 4;m4IZ Q t V �og a���� •1� I 0.a � h urQ� �(4ia 7.5 5%, OS CP MAI :7 iI _ c i�Y aJ , :x boa � -•. aaqq � i o1 a:qQ v I �.,. o ti LEGAL DESCRIPTION s.y A.P. # 028-410-109 ..3 All that certain real property situate in the County of Butte, State of California, described as follows: "•ff , t• i" ! ` 1 e � I P-3 204-0�2g 1 07 AND WHEN RECORDED MAIL TO: Recorded BU rECOUNTYBUILDINGDIVISION Official Records 7 COUNTY CENTER DRIVE County Of OROVILLE, CA 95965 s BUTTE CANDAC ,L E J. GRUBBS St'tjpROSEMARYrder DICKSON Assistant 02:09PM 12 -May -2004 REC FEE 10.00 COPIES 2.50 Kathyh Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED Date May 10, 2004 PROPERTY OWNERS: ALVA BLALOCK JUD LALOCK State of California County of BUTTE On personally appeared AT.yA RT.Ar OCK and JUDY Rr Ar OCK personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESSImyand official seal. Signature( Seal: KARY J. BI DWELL A.P. al_Oo'2Qr 410— ( O9 Commission #1381097CDn U Notary Public -California Butte County My Comm. Exp. NOV. 08, 2006 89-03676 ' _. ORDER N0. BU -103704-3. DESCRIPTION ALL THAT. CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 7, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 24. PARCEL II- A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 7, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 24. PARCEL III• A RIGHT OF WAY FOR WATER PIPE LINE OVER THE WESTERLY 10 FEET OF PARCELS 2 AND 3, AS SHOWN -ON THAT CERTAIN PARCEL'MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 7, '1978, IN BOOK 68 OF MAPS, AT PAGE(S) 68 AND OVER THE WESTERLY 10 FEET 'OF PARCELS 1, 2, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 29, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 91. END OF DOCUMENT RECORDING REQUESTED BY: j AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded Official Records Count Of BME CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:51AM 09 -Feb -2005 REC FEE 10.00 CONFORM 1.00 COPIES 2.50 Andrew 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 2 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. ALVA E. BLALOCK AND JUDY L. BLALOCK REAL PROPERTY OWNER/LESSOR 2555 MONTE VISTA AVE. MAILING ADDRESS BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95966 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 493 MISSION OLIVE RD. 04-1225 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING I. N0. ELEPHONE NUMBER r?� 9�dJ OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SIGNAT OF LOCAL AGE CY OFFICIAL DATE SAME GOLDEN WEST UNIT OWNER (if also property owner, write "SAME") DEALER NAME (if not a dealer sale, write "NONE") SAME 93-103-2273 MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION CMH MFG WEST 2004 8345 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/N'UMBER G10R23N28881 A/B/C 65'3"x13'6"67'3"x13'6"58'7'x13' ore464588/89/90 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 028-410-109 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. Ordcr No. Mid Valley Title A FaCrow Escrow No. 959643 Loan No. - APC2g WHEN RECORDED MAIL TO: AT UA V.- Fif AtNT and MAIL TAX STATEMENTS TO: 1 ,,'7�-3g99519 !VFFIC&D RECO MID VALLEY TITLE CO. 501 OCT 20 PM 1b 14 GMACE a ARMS/ RM -, W M.!2 87-395'79 bOC1AW(tANY TR a"WER TAX S 24.75 Cwm„tod u-"oorpl6MOOn or rdue or property ewlv.red OR Ca"W d on file eorr Imirllon or vales Ion Iters or encumbrwcu GRANT DEED CONSIDERATION, recelpt of which Is hereby acknowledged, and SSSS ROMML, hueband tend wife .wd a= L. mAl=, huabend and wife as Joint Tenants n the (N>/jY unincorporated area of the (-,w . , Stat. of California, desulbed as e shown on that certain Parcel Msp untitled, ""2103 N.E. k p.E. k SAG 6, SE., M.D.M., W= 00129 'Y, CAI. .', said Parcel Map was recorded in the the Recorder of theCotmty Of Ditto, Stats of California, on October 7, oak 79:of Maps,-at:Pagta 24. A 60 foot ten -exclusive easement for road and public utility purposes shown as Frog" ir=e, as slxm at that certain Parcel Map entitled, "THE N.E. I< N.L. k SEC. 6,`'t.18N., R.5$., M.D.M., SUITE , CA=-", ", Said Parcel Imp was recorded in the office of the Recorder Of the County of Butte, State of California, on Octnber.`7, 1980, in Book 79 of -Mops, at fags 24. ITFOWtmlr! that portion lying within the bounds of Parcel 1, atom. o�`uNT°yo (F�N(a'6ERNARDINO ;" 0 Were me, the unftjogn" a mgt" PWIla In end for MM !)Lala, per awaly app.e ELL 4: poraonaly krlawn to me (or proved to me on the bade 01 aallalaatory evldanee) to as the Wench(@) Whole nama(a) 161610 694OnoW to the .11h1n In81.Ymen1 and •aged tome hal ha/aheAhey erKuled the 10M&, wrtrlESSmyhe ITMI at" tot 011164I .whist "I 10o2 (eyes) L TAX STATEMENTS AS DIRECTED ABOVE E1+iDOr- OdCtAAEM ��eav s,asisa�op a .em RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CCJ��%#' of Document Recorded 09 -Feb -2005 2005-0007996 Has not been c original ompared with BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ALVA E. BLALOCK AND JUDY L. BLALOCK REAL PROPERTY OWNER/LESSOR 2555 MONTE VISTA AVE. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 493 MISSION OLIVE RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also Property owner, write "SAME") SAME MAILING ADDRESS SAME 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 04-1225 530 538-7541 BUILDING NO. ELEPHONE NUMBER ' SIGNAT OF LOCAL AGE CY OFFICIAL DATE GOLDEN WEST DEALER NAME (if not a dealer sale, write "NONE") 93-103-2273 DEALER LICENSE NO. CMH MFG WEST 2004 8345 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER G10R23N28881A/B/C 65'3"x13'6"67'3"x13'6"58'7'1x13' ore464588/89/90 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 028-410-109 SEE ATTACHED HCD FORM 433(A) REV. 8/91 Ordcr No. Mid %&llay Title Escrow No. 959643 Loan No. ^ A26-19-10 I WHEN RECORDED MAIL TO: ALVA L. EIA= and I JUDY L. BEM= 2555 Mlonte Vista Ave IOroville, Ch 95966 6 Escrow •. ,,7-395 7�-EE 3899 5E19 !Vrf ILIA° RECOR s TM MID VALLEY TITLE CO. 681 OCT 20 PH 0 1 t CANDACE a ORU988/ CLM- FFF.!2 , FOR R 87-395'79 MAIL TAX STATEMENTS T0: b01yAt WrAAy TpAlSM TAX S 24.75 7Qi Cpntpl,td M the camweretlon or value of propertlt eornared: OR cafe as abom ...,.. (,`pmw"d an the mrdworetlun or Velma levellers or etcumbrvinces remat K dme at ode. 1`' 1 MWr• o *nl or Aegnt errunnln eq L. •- Irm .rhe Kid Vail Title 6 Escrow Cmpany GRANT DEED FOR A VALUABLE CONf1DERATION, recelpt of which Is hereby acknowledged, rAK Pages GM=x[d. and BEGS ROMWZ, haebsrld Find wife :IF hereby GRANTMI to . fok•. ALVA E. MA= =d JUDY I,. ELM=, husband akd wife 804E JOint TW=ts %he mat pro% to the fit J 4+ uninCOVP=ffted al^9!S of the County of State of California, described an PAR= 1 :1 Parcel I in shown On that certain Parcel Wip entitled, 6, H.D.M., B&= CMNV, CALIF.', acid Parcel Map was zed in the Qifice-akths IAeorder of vhe Qxmty of Butte, State of califo=ia, On October 7, 1950;'I. 79: of Maps, • at.:Pags 24. A 60 foot non-exclusive easem nt for road and public utility purposes sham as rroggie�Uns, as shown of that certain Parcel Map entitled, "TEE N.E. k N.L. 4 SEC. 6, 4Z.18N., R.5E., M.D.M., 3j= CX=, CAL.TB'.", said Parcel Map was recorded in the Office of the Recorder of the City of Butte, State Of Califoati.a, on Octobtz'.f. 1980, in Book 79 of•Maps, at Fags 24. W=p&4x" . THMMM that portion lying within the bounds Of Parc@1 1, abOm. Ak Dated,.14-Oa-047 uHno�IF9MERHARDINO ;" r nrroa�4� I Q i A Ic + Went me, the Ondef111pee4 a ROM Ptmllo In ane fdr "M ew% ver -waw apps ELL po,eorstb' krgwn b ms for ped to me on the be*$ et aellatsolory "done.) 10 be the pereontal Whoa* nameM twat* gut`W044 10 the "Ithln 1n,lvmen1 and *nged to me hat holahenh*>I 194KU ed the Same. , WRN Eea m7 he Blonalut GINGER EE KA LW.oFl%UL M& GINGER LEE KANE WMAAe PJMC • CJWWGA 110411 ac"sw pa c atom Inl Ithq gift for 01116161 rwl•r41 5W) IL TAX STATEMENTS AS DIRECTED ABOVE w Op ccwAw 1002 I6/e2I H.C.D. ATTACH CHECK ALVA BLALOCK CADL M0728586 8962 JUDY BLALOCK CADL M0784075 © � 90J8n217 455 MISSION OLIVE RD 589-1981 2.� DATE OROVILLE, CA 959 6 vV PAY TO THE $�'. ORDER OF p DOLLARS U .„.... Oro Dam Office 2626080 DAM BLV D. OROVIL�L BB -T265 966 BANK#N .WEST ' Nr FOR S l 1: 12 L 10078 21:.8'96 2 1.28093.10 -LII' O NARLAND 2002 NAME: AW: a a• to. og DATE: • Ordcr No. Mid Viillfay Title It Escrow ' Escrow No. 95964-3 '... Loan No. - Ap28-19-101 WHEN RECORDED MAIL TO: . ALVA E. BIAIaCIC and JUpM L. BIAI= t�•'=• ( 2555 Monte vista Ave oroville, CAI 95966 a _ ,. • R ' MAIL TAX STATEMENTS T0: &am as above Ex-, . �.,.,,�7-39519 EE 8E � FAR AIRMAN? MID VALLEY TITLE CO. 581 OCT 24 PM lb 14 CANDACE J. GRLWS/ CM- Fa.�2 87-395'79 6FACC ABOVE THIS LIN[ FOR RCCOROER-s Vic L70C1AAWA" TRANO-M TAX 5 24.75 XX Corm ted on the eon#Idaredon or Value of 000" Cerwersd; OR C,"Ntw on the eonelmatlen orrehte Ion Iter" er eneumb.Wwa ramweilfta at OM4 01 P qe . '.1 MWn o enc or Aa,M Ge nnlnlna to= •- Kid yall Title a Escrow Ctm GRANT DEED FOR A VALUAVL.E CONSIDERATION, receipt of which Is hereby acknowledged, k pages GED[G2 iaOCFMds attd 8L'S.4 yQlC1 mz, husband and wife J, hereby ORANTMI to .sir•. AM E. ZIA= and JUDY I.. BUkl=, husband avA wife as Joint Tbnants the real pro fn the riu1/l0 un1noory tad Oxw Of the Etktbg ,Stela of Celllornle, dascrlbad County e1 a• PARII21';% Parcel Vie sholen on that Ajertaln Pam91 Malp entitled, rrM N.L. k N -E. k =- 6, , M.D.M., VJ= COMM, CA=- r amid Parcel Map was recorded in the Offiofa:t the Iteoox&r of i:he Comty of Butte, State of California, on October 7, 1960:.. 79: of Maps,-ab:Page 24. • PAt>�. • H. A 60 fcdt j>M_=cluslvs easement for xoad and Public utility Pages shown as FroggiQ:Um, as s -cm on that certain Paroal Map entitled, "THE N.E. k N.S. 4 SEC. 6, `�F.1819., R.5E., M.D.M., B= (XA�E71'Y, CA=.", said Parcel Map was reco'ded in the Office of the Pecorder of thB Co mty of ButtB, State of California, on October.�7, 1960, in Book 79 of -Mope, at rugs 24. 1'7iOUnKII1 that portion lying within the bounds of Pa,=1 1, above. Oates 1Q-oa.87 STATEOFMIF3Ws'1flERNARDINO )N l COuNr OF On— nrTna 107 palate me, 1M an011NQ1te4 a Notary Pubno In w d tar Paid 9ula reser• ' aen.,y apps ELL 4. porsoAdJy known to me (or proved to me on 1M pada of #elletaalory evldenrA) to I» the parson(#) twhe.e F41"'40) Ivere GUWrlbW to the within InelrYment fires -nQed to me hal he/eherlher ereculed the fame. i WrTNESS my o�FraL tllx GINGER LEE KANE fIOT# v PMO - ckwow" 0**Cpkarva M am af111a1110poCOUPON of 0 Glp. W. IL I" (Thb /t" for oliwlsl roIv4l Owl ."A, — �� Dpi 1002 (6/82) EE KA IL TAX STATEMENTS AS DIRECTED ABOVE ��...dw01 "Mfl FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 04-1225 Address or location of unit: 493 MISSION OLIVE RD., OROVILLE CA 95966 Legal Description of Real Property: AP#: 028-410-109 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: ALVA AND JUDY BLALOCK Owner's address: 2555 MONTE VISTA AVE., OROV.ILLE, CA 95966 INSIGNIA OR HUD NUMBER: ORE464588/89/90 SERIAL NUMBER OR V.I.N.: G10R23N28881A/B/C MANUFACTURER'S NAME: CMH MFG WEST YEAR: 2004 OFFICIAL APPROVING INSTALLATION: DATE: 2-- � -- O T PHONE: (530) 538-7541 H.C.D. 513C �tZo C C - — t SePi Serie" r17 i..^ .......5 = : tE:... jon iremtt;Fr'1F. DEP-r. c= f S� �' `ji' 1 :f:. .. ens `_ ...:. /�. 't ' , ,tea ., epi'• 's->,iirl:i' n. y a- W ... .......� j - J.: l.. �... :2,. . :. : ;. ..... :.. ...... IrS ,.. Vis; o F _...... • g so-�: .mss � <F ..... . ' ' A. To1T^.A D O �. f . Y. -- - �O� �'� �11.�..: U�'d�F+Ee�^, ..i �� a: ol� j 9 i� "INC l��ll�� Jl N pie;• .8 SHAD .. ,� '�..,. pF.all ..s... . . ..—NTS- .. r- i , r� l � a a, s 3-a �''s.:�A�a'-��'' ���r'��,r�it.��a��:.;,�ti��',._i�i�'9s�1,�,<a�7'- I~:.�C F• ........ �tr.;E�1ov:+fl#VG - DING` iA APPROVAL IV i N.B IL ... .....�. ...._.... :. .�:� ... ...... - : 1 .�, D ISO .' U. IiAN t.:....... ..._;.... ; .. ........ :... :... _ _ ....... I... - a .� . b ...' .�Z.. t^` Use:.. Date tom— O> aeking - Landseeping r. i... ... :. :... •...... >....: ;...:::: L. CONSTRUCTIION* f ' NOT PLAN CHECKED . t s .. SHALL, _Cai411PLY..WITH .-:CURREIV•T. EDITION* AN RUILDINGDEPARTIME.... .... A► P P R.Q .V. Assessors Parcel Number 161 5j Q [�fl Scale: 1" = Owner Name :A rv,\_ S RSL-ALoLk- Address !Phone No. a7a� m� r >�ryG OAOv/LLC- 0.*959 G 433-vr) Site Location SIuw CMWE2 OF: F90616119 L.AJE M1551PAJ OL- ►VE 204-D FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: 7 SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: a.00^ USES: Assessors Parcel Number ®— ® © K — 0 Scale: T' _ �— owner Name Address/ Phone No. 1>41 vG D2oyll�c.0 9S9GG -533-8: Site Location s/'w co"yz or Flo (xC,16 GAME MJ 1A h e-Dhnnc .530 - SS89 - /98/ FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: I N