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HomeMy WebLinkAbout026-260-032,AND WREN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%3 n f , 3iq� l D" t S 2003-0037240 Recorded Official Records County Of 8u f f CANDA1..1 J. 6RLIBBS Recorder ROSEMARY DICKSON Assistant 022:40PM 09 -Jun -2003 REC FEE 10.00 CONFORM 1.00 Karen Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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: Date 3� 02 G 03 State of California County of Butte SEE ATTACHED LEGAL DESCRIPTION PROPERTY OWNERS: Larry hillips Karen A. Phillips t/'K_v� personally appeared i pew 4uwws4o-me (or proved to me on tWbasis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that ha4w/they executed the same in hisll Wtheir authorized capacity(ies), and that by his&er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted,, executed the instrument. WITNESS my b and offici Signature APN:026-260 E:POWELL,AZEVEDO evulfta 8 1399814 b3 NOTARY PUBLIC 0,CAUFORNIA Z BUTTE COUNTY Comm. Exp. FEB. 10, 2007 C9 i li . , 4 n - .r a .' � � .. :. • _ .,-',�.t.r 1. • - �t.i' - �� J/�►.te�4+a.'_A+,:� im.1s,`°•✓!„hl4ll.,F.,, �i../�.�.d' hel�..r..•� — - .. _ .- ... -. _ tg A.rr"•J' � � `" C'ne..l.3.' �� ^ PJ1• Y`��..t.rc� .�•� �+ EXIBIT A The land referred to herein is described as follows: All that certain real property situate in the County of Butte, Sate of California, described as follows: Parcel 4, as shown on that certain Parcel Map, Recorded in the office of the Recorder of,the County of Butte, State of California, on November 22, 2002, In Book 155 of Maps, at page(s) 70 and 71. Reserving therefrom a 60.foot right of way and public service easement, as shown on said map. ' A portion of AP# 026-260-32 Parcel B: A non-exclusive'easement for ingress, egress and public utility purposes over Geary Dr. and Kenneth Lane, as shown on that certain parcel map, recorded in the office of the Recorder of the County of Butte, State of California, on October 22,1981. In Book 86 of Maps, at Page(s) 53. Excepting therefrom all that portion lying within the bounds of Parcel A, described herein. Parcel C: A 60 foot right of way and public service easement, as shown on that certain parcel map, Recorded in the office of the Recorder of the County of Butte, State of California, on November 22,2002, in Book 155 of Maps, at page(s) 70 and 71. Excepting therefrom all that potion lying within the Bounds of Parcel A, described herein. BUILDING DIVISION ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. A� 03 �l 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._ a � O '-a- ZONING A K OWNER rsi P4(LL4 tPS ON NO. 530 53 ---3loDS OWNER'S ADDRESS 6_16 -AR -4 & 'r 'Q R0V I (d.6 L% Ac- '1'5q % to LOCATI N OF BLJILDING C—ARV fVf l2T — ORS CA- 01,99 (a b USE OF BUILDING 2 l.Zbd)'fe, SIZE OF STRUCTURE ,X ��'_ 2 �SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME - STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE/--) DUO 60 k 14 P-? 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. t 0 FRONT✓ SIDES �`-`� REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. 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 requirements in effect at that time and before occupancy. Ute 07 -01 -OZ QnatureofOwnez: Ad�' Permit Fee - $60100 The above described AG Building is exempt from a building permit. ^ 1 FLOM I PAR Receipt No. d L 2 CAW w / Manager Building Division By Date White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant ' NOTES RESIDENTIAL 026�j2 .032 03-1548 PERMIT NO. PHIL IPS, LARRY GEARY CT, OROVILLE Cont: SKYCREST ENTERPRISES NEW MH PERM FND NEW SITE t • t l HE HCD FORM 433A FOR THIS MH CANNOT BE MCORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). f (2) STATEMENT OF FACTS (ONLY ON NEW I - M 4,S). - INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY SRA BLOOD CERTIFICATE REQ. ✓ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICeCOPY Address GAS Meter By ELECTRI i Dat 2j� Meter By a-' I Date c i JOB FINALED (Date) Signature • ^s J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) oohing Requirements -Setbacks -Easements 2. 5odlings; Size -Spacing -Marriage Line Blooming 4! ; MH Test -Demand -Valve Elects ity; MH Test r M H Test Wat rand Sewer Connected Gi4 and Electricity Tagged xits 01 License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 v ' 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh { 10. Roof; Shthg-Roofing . 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 }Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 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 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 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. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �t�I (� 0�-1-5-4 OWNER V PERMIT NO. A routine inspection indicates that the following. violations of butte county Ordinances exist at the above address an should be corrected. Please notice this office when correction of work is completed. If yo have any questions pertaining to this matter, or need additional explanation, please contaSt1his office immediately. OilI, / • / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 _ D• (Rev. 12/96) 1 APPLICATION ANIS PERMIT ASSESSORPARCELX 92260-032' ZONING AR5 BUILDING PERMIT OWNER Phillips, Larry 53!:-3605 TELEPHONE - SO. FT. OCC. BUILDING VALUATION 1456 . OWNERS MAIUNG ADDRESS 7795 Palermo Honcut H CONTRACTOR'S NAMETELEPHONE Skycrest Enterprises 342- 694 CONTRACTORS MAILING ADDRESS 13468 Hwy 99 E Chico CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - UCENSE NO. Filing Fee $ 20.00 Permit Fee 945-00 $979-150 ARCHITECT OR ENGINEERS MAILING ADDRESS '19 Plan Checking Fee $ BUILDING ADDRESS - Geary Ct Orovible Energy Plan Checking Fee $ $ PERMIT FEE $ 141 C; r1n LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling F6e 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 a J TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublides ❑ Installation ❑ Other ❑ Describe Work: NNW W Pe, -m Fnd n6'1,1 S' t;@ Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 Main Service zo AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full f9 ce •and effect. /� License Class LIC. No. ?Zj2 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' S4mp�nsQtin insurance carrier and policy number are: Carrier �f7199R GZ4 rl C6 -QO Main Service 20A TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADONIS. ( 6 ACC. BLDS. 3.5¢FT. "p.. °ESIDT' MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 00 EX. Occup. OUTLET OR FDCTURES BAL O I 0 Ex. Occup. OFIx�ED AZ DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ Ai no MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number/'� . (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with th se provisions. /r�riC s Date Si a re of Applicant - Own ❑ Contractor ❑ Agent n HA permit is required for ex avations over 5'0" dee nd demolition or construction tructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP FLOOD CDF' p CEL HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By %i D/te i Q� PERMIT EXPIRES ON ( !�' Dat Receipt No. �"� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M COUNTY OF BUTTE-DEPARTMENTbF EVEL13PMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I S`12. ( f I'l ASSESSOR PARCEL NUMBER ��� Proposed Building Use: LOU) f '1 n) -(M LIy1 f /�! 2/ eCounter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. )© L. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. fiy ❑ 2. Complete plans, 3 or 4 sets, signed by the p' reparer 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. Energy compliance desigp and supporting documentation in duplicate. 6. Manufactured homes: ( Data sheets and installation insttuctions,' h1�arriage line information; Floor Plan, ( I ie doA or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in tripliArte. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan reviewrline-upwhen required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.....................................................:.. ❑ 11. etached Accessory Building Form filled out by the owner.... ....... Hazardous Material Form ............................. 1 .... _ �A<Other n ;Z�Fegit ue a permit. (May require additional plan review upon receipt of the following items.) es as shown on the attached Schedule of Fees Due Sheet ....................................... V7.6 Statement of Intent for Non -heated and A/C Buildings ............................................ 1 Sanitation and plot plan approval from the Environmental Health Department in �� 1City of Chico Plumbing permit............................................................ `J........ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: 0- 01 2fi. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. Vwner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... etter o ignature authorization.................................................................... ecorded copy of Agricultural Acknowledgment Statement....................................anufactured home utility clearance............................................................... ❑ 29. ))sting violatio and/or expired permits ............................................. t... 0 ❑ Grant eed/ ]I.H. Title/Statement of Fact , ❑Letter from Legal Owner . C eck to H.C.D $ Z U Y\ f 9/3 1. Other: �V► ��� low 01dTZ9 When issued Telephone _ VA/- and hold for pickFup. Q 3 I have been informed of the above items and requirements for obtaining a building permit. ✓ c Applicant: Dater 1. Indedrmit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co nter by Date: Plans reviewed by: Date: Plans approved by: Date: ' Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division n s E.H. U� "Ly .�`+►� / f �iat Veen Attached_ J RoutVlmn Attach sent to TO: Building Department FROM: Environmental Health i SUBJECT: Sanitation Clearance Oikner Location AP# Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: vironmental He h Specialist Water ply:.. Publi9x— Private Well --3 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER v PROPOSED BUILDING USE Alaa M � JeU Si , 1. BUILDING PERMIT FEES ' Balance Due ....................... $ dditional Fees Due ................. $ Additional Fees Due ............. .. $ Revised Plan Checking Fee ......... . ...$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) :-- G%3 -Ph Ntlfr.. 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. - URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ X-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # �,96 J 0 "� ;> DATE S % RECEIPT # DATE REC. OVSti. 0>10/ fly At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan /hecking process. •- WW ', Pursuant Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imp( ed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 1 r q siQ_:a •.F 7 BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per-Bulld6g) r School District 10d, 6 4 / a Ll ,� ti Building Department No. \I _^=.� A.P. Number/ �j-- �� 1, '/f/��„lJurisdiction: city County r + Property Owner �=�L7 0 !s �n / ll/,� Property Location/Address Subdivision Residential Development � No Eoliving ;1 Units I... F Mobile Home Installation Commercial/Industrial New Addition 0 0 Addition/ 'Supplemental to Conversion Permit # *(No foundation ................................................................................. Building Department Representative- r `'�" �- •: fi (Floor Plans reviewed by School Distric District Identification No4*11 03 .5 .7 1 )ko u I Ie. Ln ax kyL_ School District certifies that r (Street Address) has complied with the requirements of Resolution No. representing 1 q �� -,square'-feet. School Paid by Check Representative Remarks: (A U IA ( \ o--_.�_ r Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) Date h -phi jI S' (Applicant) f , (Phone Number) (State), (Zip Code) p by payment of $�� •r�'J i a AB 2926 $ FULL MI33GAT10N. $ Date 4F,' f Vue.l tom:: frlD-rd -en S_7 2y l 4-7 Notice: You may protest the imposition of the fees identified above by submitting a written,protest�to the District; in compliance with Government CodelSection 660201a), within 90 days from the date fees are paid. Failure to.submit a timely written pintes will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the ScFrool District is notified by the applicable Local Planning Agency that this project is being reviewed under the Cal)fomiWEnvi.ronmental Quality Act (CEQA), this' project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm L BUTTE COUNTY AGRICULTURAL BUFFER UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being divided or subdivided. Applicant must complete the following and return with the required site plan to: Development/;Services Depart e7nt,, 7 County Center Drive, Oroville, CA (530a ) 538-7601 Name: `/�/ Phone: Assessor's P rcel Number: uY - 466 O Reason you believe you qualify for the unusual circumstances exception: UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements For Agricultural Commissioner office use only: (to be completed after submittal) 9 DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) g Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: 4, -A- Agricultural Department Signature:Date: 9& /26 �U YMC 4/20/03 car oaf -a&0 �o Building Permit Number: Owner Name: Residential Construction Requirements IMPORTANT This set of plans and'specifications Mi1ST 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 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 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 aseomp requirements: liance with the flood elevation 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 1 of 2 Building Permit Number: 4 r Owner Name: m Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. t The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of j feet from the side and 10 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. Page 2 of 2 E- Y, NOTE: S6e�edj R P'si onstru 0 1 t 'he! -a--'- c bo 9>i Reg ulir6mdnts!,.. i . j I < (- I �, Pales C --1_ _ _ I -T ! 1 1 1 ! I _1 r � UiqT.)' WIVE P14W OU06 E RTHENT 1w Lt.> �___r . _ _ _ �_._ ___i. __I _ ! i _ _ l__.L__.__ _ __ _ 1 A/ I ! f I , 0 io N 1 P239CT15626 3BEDROOM-1314BATHS - CATHEDRAL THRU-OUT (1,456 SOFT.) OPTION GLAMOUR BATH OPTION DEN "I'- kTFI"711 911" 83N800 HOON039 A100NM WO y'• MAL -2 6 7 8 9 10 Whatis the electrical rating of the mobilehome? 100 Amperes. What�is the mobilehome site circuit breaker rating? 100 Amperes. What is the electrical rating of the mobilehome site? 200 Amperes. Is the main service remote from the mobilehome site? Yes [ ] No [ X ] If it is, what is the rating? ! Amperes. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage, etc.)? Yes [ ] No [ X 'If yes, please identify the load and size: a) The mobilehome site: # Load - Amperes - b) The main service: Load - Amperes - 11 . Type of gas service at mobilehome site: Natural [ ] Propane [X] None. [ ] 12 . Size of gas pipe at the mobilehome site from the -meter or tank: 3/4" inches. 13. What is the gas pipe length_from the meter, on tank tothe, mobilehome? [21] (ft.) 14. What is the mobilehome gas demand?g *(This information is not required if the pipe length is less than 6 feet on natural gar' less than 50 }feet on propane)..._ �/�p �`/ --PROCESS THIS PERMIT APPLICATION., M.H.I.-2 Mobilehome Manufacturer: ' x ' SKYLINE Manufacture Year: 2003 If other than single wide, furnish Setup Model Number: P 239CT Width: 26' (ft.) Length: • • 56'_(.ft.) _ Tagalong or Expdndo Size : ' ` (ft:) x ' (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or..fqundati n grade [X] Other: ABS SUPPORTS: Concrete block [X] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 Line 2 Main Beams E Line 2 •........................................................................................... Line 1 r line 3 ........................................................................................... Line 2 Main Beams Line 2 ..................................................................................... Line 1 ..................................... line 5 Tag or Triple. Lice 4 Linc 1 Line 1 Piers: Line 1 Openings: Size mini I ]XI I Size minimum: Spacing maximum: Each side of openings From ends -maximum: with width over: Line 2 Piers: _ .. ' Line 4 Piers: • ` Size minimum: 24 x [241 Size minimum: Spacing maximum: 6' '011 Spacing maximum: From ends -maximum: 2' 0" From ends -maximum: Line 3 Roof Loads: Size * , 136xuyrj36,a4vr Location (from rear): 1 17'4" 1 34'4" Line 3 Roof Loads CONTINUED [24] x [24] 4' 011 x 01.111 111111111111 1 OVER D934CTR 30# STD FNDTN 355 J �i2 d 13'-6 t t� 15' 9'--1 30# CENTERLINE SUPPORT REQUIREMENTS PIS SHEFT IS TO BE INSERTED WITH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR IQ � IF I -OCR VAN 03/Ub/ZLX 30# ROOF ZONE SNOW LOAD. SEE ABOVE PRINT FOR LOAID RCOUIREMENTS AND LOCATIONS. 301 ROOF I 01+ u s -m LIVE LOAD 5626—.SCK-1 3/4B—CATH flLr lax 9321 VOL ILL 51 PC 6-72P �Z,T---Tu DRAYN BY VAN IMF: 07/11/M �ZIIEE I Y-- _ DRAVANG-- KNEE P239—CT 1 H VECTOR, DYNAMICS FOUNDATION SYSTEM VVINIJ ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER -HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS I PAGE 'NUMBER 2 3 4 5 & 5a 6 7, 7A, 7B & 7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE 11 - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 0 .3 - is Lf 9 tAc- BUTTE CGUNTY BUILDING DEPARTMENT IFz, /P1 tom- rl= Release Date 8/13/2001 Engineer Approval _7 JJ c--; C1 0 gat lE U iI.J." IMA. M01.9 GL915iol by-vm (0)" SUBJECT TO C OIRR E CT Io,-qS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANy OMISSIONS OR DEVIATION FROM REQUIREMeM OF APPLJCABLE STATE LAWS AND REGULATI z);.S State Of California Dgar1rnent of Housing and Community Development D F CODES AND af� STANDARDS _10_0 / D NO. C??_ / Pian Approval E*m C? —1 O For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000, FAX 404-349-0401, www.tiedown.com E.1 Tie Down Engineering, inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec - ton homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. . General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring reguir .m .nts The following characteristics apply to both single and mufti section homes: • Main rail minimum spacing of 86 inches or greater' • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE 1 • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of. 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as.listed in the charts on page 15. • Maximum double section home width including eaves 32 fL, maximum 12" eaves per side • Maximum triple section home width including eaves 48 fL, maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and. connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longituinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specffied as a location for vertical ties. Page 2 California /2001 56 i M Figure Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed -24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked'double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; c Unequal Pier Heights ( Wind Zones I & II only) riyure 3 in. iax. Vector Dynamics maybe used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 California /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing supporta Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center. compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. 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 TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds. must be used when straps are connected to the swivel con- nectors with welds. Page 4 California N001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) '� 1. SET VECTOR FOUNDATION PADS Long short .7 Clear all loose vegetation from the immediate snort \ ;u �lt u-eou } area where your Vector foundation pads will •� rest. Press or hammer pads into the ground. Tip: Place a 318" nut on each U -bolt to keep it 0. in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4; 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 'Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) iLl Long U -Bolts D 0 0.6 1. Set Vector Pads 4. Inside brackets & straps Clear all vegetation where pads.will rest. Place Attach the inside tie brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compression member. Attach a strap mer pad into the ground. w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the 2. Set Block or piers on pads. strap over opposite I-beam & down to outside Center foundation blocks or piers on pads. tension bracket. Cut strap 12 - 15 inches past Place pre-cut center compression member bracket. Attach strap & slotted bolt in bracket. between blocks, resting on pads, centers Tighten strap until tight with 4-5 wraps around between U -bolts as shown. bolt. Repeat with opposite strap. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 5a California 12001 Vector, Dynamics Metal Pier Installation W � r'�r7q/Y1/CS.:� For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside be brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V Drive anchors are used only with Zone 1, .single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. 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, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 Califomia S/2001 Vecto'RYICS r na. t.. z _ FOundatlOn syS#ems a or • `�� "� °narrics Component Parts List Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System a s Kit # 59007 Part #'s included: 59275, 59282, 59276, 83044z & 10999 --------------------------------------------------------------------------------------------------------------- Concrete Vector. System s Kit # 59008 (for single stack blocks) �0 0 00 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 .............. ............ OR Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 Califomia Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) o e V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) 00 00 Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043Ft �rGz: Or these products available at your local hardware store u��edl a of 1 eAQxk lQ�gs 128�•ZX OQVCP;pe n R° Screa011. Q A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from � type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. Page,7A California /2001 Vector Dynamics Individual Component Parts Detail o e ,�o o e Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector, Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Part # 59282 6.25" x 2.52" x 3" Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) o Protecto-Strap e Part #59276. 6.3" x 3.3" x 7/8" Strap Protectors Part # 59232 PVC Adaptor. Part # 59281 7.25" x 4/5§" x 1.42" Carriage Bolt w/Nut & Washer O® Part # 10925 1/2" X 2-1/2" as ProtectoStrap Part # 59279 6.3"x3.9"x7/8" ` . ® Carriage Bolt w/Nut & Washer Part # 10624 3/8n -16x4.5" Tie Down Marked & Certified G120 . 1 Strap w/Swivel Connector Part # Length 59732 12' . 59734 14' 59736 16' Earth Anchors 30" x 3/4" with 2=4" helix Black Paint: Part #59095 Galvanized: Part #59079 V -Drive Head Part#59269 0`m Drive Rods ® Part #59113 e Tie Down Marked &' Certified G60 Galvanized Strapping Model. Part # Length MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' 0 Page 7C Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available Earth Anchor Stabilizer 12" wide Black Paint: Part #59292 Galvanized: Part #59294 Califomia Vector Dynamics System for Concrete Applications Instructions for Vector Kit #5900$ (for single stack blocks) -'ctor or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 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" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete roust be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's 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 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 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 Vector pa for concret( Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge �C- California 8/2001 --------------- Vector _____________ Vector Dynamics System �f for Concrete Applications Instructions for" Vector�Xit #59008 (for single stack blocks) actor or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 :x 9. Put a washer and nut on one'of the 3/8" x 3-3/4" wedge anchors provided. 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. 16.* _Wedge the pier set at this time. 17. 'Using a 9/16° socket wrench; tighten all of the wedge/anchor bolts, securing the outside -_tension bracket and Vector pad to the concrete. 18.. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. ' Tum slotted bolt until straps are tight using at.least five turns on thelslotted bolts. Illustration Two ), Inside Tie Bracket Compression Vector pad for concrete Concrete fc0br-11 WIND ZONE I I Vector Dynamics Systems Required Single Section Homes g 1 Difficult Soil Conditions eciio� h°ysen, guidelines eof a�n ratsP9tmeonsattattonmanu in EXamP�ho`Ns gest be to ° I 111ussr at�d spac`n9 MU .! 1 ' oun dation pad " , " " - i , , _ - •�:'...�: FWi 1 ' QJ 7r: ax �y0CD 0 a) 0 7 N Q J V -Drive anchors are used only in WIND ZONE I (not to scale) Home Length m NOTE: Vector Systems should be spaced as evenly as Anchors Required is practicable along the length of the home. Pier spacing must be consistent with home manthctriers' nstalation Per Side' Instructions and/or state regAwTw ts. 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': •'V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. mit. breaking strength.en^h^,- Home Length m Vector Systems Anchors Required Each Vector Foundation System requires Required Per Side' • One Vector Kit, 2'V' Drive Anchors, 4 slotted bolts 2 ea. 1-1/4 in. lie; length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3.1/2" or 4" nominal SCH 40 PVC pipe compression member (center com ression b I 73' to 90' 4 4 J p em er on y) y. or 1 TOE adjustable steel strut V•' Drivc Anchor, Part Numbcr 59269 2 ea. 2x4 pressure treated wood for V' Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 2 sq. ft. pad 'V' Drive Anchor connections. Meta I Pier Sets _ ' " - - " ♦ ♦ ' ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft. (Materials Required)----' : _ ; - - ' " " 1 _ 1e Seck"O o Systems- \ guide\.nes' of a In 9 sP 9otne��sta\\at\on EXamP atJonhowl ng ge st be to - 1 ' and S ds F oundat\on pa N - - ♦ I - ' 34 max o c.tYP' %4'— N. S. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 r%11tA1U1 dFlU 5[aofllzer plate ComDlnatlon NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. O tv Vector 'for WIND ZONE I " Dynamics Systems Required " _ - " " ub�e Se ve ;ot sys ane ',.Wei nes Double Section Homes - - ' " I� - 2 do acV, (Or skaHa��°n ' (Materials Requiredl - - - - EXa ,pew gess<be 10 %,ome to " (\d'ads 3 m - s., Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. C) �2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required: mast be consistent with hom manufactu ers' Installation instructions and/or state requiremerrts. 2, 3, 4A, & 4B 1,000 PSF minimum None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member or 1 TDE adjustable steel strut N (D n N O 00 N O O WIND ZONE 1 Vector Dynamics Systems Required I �VoP rQm ymg 1 uid-11" for Multi Section Homes �9t e� a� sv ��me 1^5 a11aUo anua 9 (Materials Required) - ��5ho'ris9ugl ba lO hO 1 , 111adsra d sPa6ln9 m _ ` 1 I � � found Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Home Length Vector Systems Required Anchors Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52'4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ a Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut WIND ZDNE II (Hurricane) Vector Systems Required Anchors Required Vector Dynamics Systems Required Eaves over 6" less than or equal to 12" 0 to 48' for Single Section Homes 4 5 Re uir� hmsteans . 6 ne S(Materials 6 �n9leSeoecto�YmUal901 aforVtfal lOn 6 h°me\nsla \e 01 geomPse;be 7 at%dnPacin9Mw 7 7 alion Pads 8 ` Foun 9 V CD r 'NOTE: For single section homes .2 n max yP Cn with eaves that exceed 6 inches _ in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, 8 4B 1,000 PSF minimum compression strut Is 3,150 pounds per the K2 Engineering test report. Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. C7 Iv WIND ZONE II (not to scale) N� 7 00 N O C� 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or slate requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2'• or 4" nominal SCH 40 PVC pipe compression membe Ar or 1 TDE adjustable steel Strut n m O 3 N Co N 0 0 WIND ZONE II Vector Dynamics Systems Required e ' for Double Section Homes . _ _ _ - - ' �b�e Seck'%o\Jacn mal at 9O%deiines•l�� 00 (Materials Required) _ _ _ - ' ' { a 72 fad Pacin elo, �saiiation EXa�►P sho s 9e s be to'som �111ustr nd Spacing mu_ - ` datio0 Pads a- ' \ ♦ \ \ . Four - I ♦ � � • , �, . + iii. - ♦ 1 Maximum alloweble.working drag load for the Vector System WI the steel compression strut Is 3,150'pounds per the K2 Engineering test report. • NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Re ulred Anchors Required Per Side • 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 lb. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4• nominal SCH 40 PVC pipe' compression member • or 1 TDE adjustable steel Strut O N WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 ond S93 go S off. ti57 u NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearinq CaDacity: 1 O00 PRF minimum Home Length Vector Systems Required Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1,-1/4 in. lies (4725 lb, min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class r Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very'dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 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 gage 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 bf.the torque probe and is measured in inch lbs. 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. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code hco Page 18 California 8/2001 SITE PLAN REVIEW APPLICATION Date: —2P) _ AN Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: �7� "7 Pn1-0QPrrC) 1 1�1i Telephone No.: P S 5 LA - 36 ° -5' Situs Address:E�� CT 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 Septic Well - ❑ Agricultural Exempt Building ❑ 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 IN Site Plan Stamped Approved By �e - Date S --3 O y 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) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See att_a�hed) • Flood Zone: • Flood Panel No.: C5,9 8 0 C-� Index Date: 6— 8- `) s ❑ 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 S O $ i_ Side D Side Street Rear 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 i Applicable Development Fees: Standard Fees ❑ Fire School* ❑ Parks/Recreation ❑ Roads. ® Sheriff ❑ Drainage ❑. NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ' . Amount Formula ----------------------------------------------------------------------------------------------------- ----'--------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement North Oroville Area ❑ Other (per map) * Check with school district io verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By IIDeeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference.'Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Yes ❑ Yes ❑ 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 M Subdivision Map/Parcel Man: Map Date of Recording: Lot: Ll ❑ Use Permit/Minor Use Permit Permit Number: Book: S Page:-? , Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions M Comply with the following Conditions of ApprovaL• A T-'4 C H ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ® Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association. Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. . ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 01 Page 4 of 5 NOTES: 1. DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM WITH A GOAL OF RETAINING DUST ON THE SITE. FOLLOW THE DUST CONTROL MEASURES LISTED BELOW: A. DURING CLEARING, GRADING, EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER. EACH DAYS ACTIVITIES CEASE. B, DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE WETTING DOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS' COMPLETED FOR THE DAY AND WHENEVER WIND EXCEEDS 15 MILES PER HOUR. C. SOIL STOCKPILED. FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST, OR. TREATED WITH SOIL BINDERS TO PREVENT DUST GENERATION. 2. _ FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN' ONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NEPA STANDARD 13D, UNLESS A PRESSURIZED COMMUNITY - WATER SYSTEM, WITH HYDRANTS THAT MEET FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. 3. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT. 4. A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WOULD BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION -FOR THE BUILDING PERMITS. 5. NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE STOP SIGN. IN ACCORDANCE WITH CIVIL CODE SECTION 845, MAINTENANCE OF THE ROAD. INCLUDING THE STOP SIGN SHALL BE SHARED BY THOSE PROPERTIES WITH A LEGAL INTEREST IN THE PRIVATE RIGHT-OF-WAY OR EASEMENT. 6. DEVELOPMENT OF ALL PARCELS WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 7. ����V,X// DENOTES USEABLE SEPTIC AREA 8. THESE PARCELS MAY BE SUBJECT TO THAT ROAD MAINTENANCE AGREEMENT PER 2667 O.R. 580. Fn 3b - re 41 IT �N1 -j ; V 1I I _ I - J_ I I � ( i � � f_ � o. �r� � I i •�. � ..� r— kt9 09L �n w�rotvVw� • --"ir"'r.....:.'.Yiri.�,e•-..«,�.-`yV."�.<:.i��"?'^+.+.+.w�-:'�`.�+�.�.:.�""'�""a '��-;y�t•.,t3i�1rWM�+.�AiM�`4y h1�4�?�.nrs.ti.�"".w�'�Yti�."`�,A,1�'�IV�Kt�9it*..�*�aw+.Y�.. '".. �aK4- �•rC I �.��',-`iS.a:��.: ` N P239CT15626 3BEDR00M -_1 14BATHS - CATHEDRAL THRU-OUT (1,456 SQ.FT.) Bl11 � a3Nada a s "113.1,11.111 WASH/DRY 071. \CORNER TUB 0000:■1.• : ■■mono � - MONO in ' n■■■■■ 1■■■■■■■■■■■■■ ���� 0000■■ ■■■■■■■■■■■ • 0000■■■ 1 ' • 1 1 0000■r1 r�1 1 ' • • 1■■■■■■■ 1■■■■■■■11■■■■■■■■■■ fEMSSE / /00■■■■ 1 ■�1■■■■■■■ 1■■■■oma •�■■■■■■■ ■■■■■■■■■■■■ ' 00■■■■ 1■■■■I I■■■■■■■ ■■■■■■■■■■■■ 00■■■■ ---- 111fAW -�' 1�■■\/i■G■■I u��ai!■■i1.7■■I m9aw SRI • • I 0000 --------- j 0000■■I ��1`��-''- I■ ,0000■ 0000■■I I■■■■■■■ ,0000■" _: ------ ■\■1 MIN ■■■I11 SESSION, � I■■■■■■1.■■■■■■ BEDROOM' I■ ■■■■■■■■■ ■■■■ ■■ ■■■■■■ ■0000■■■■■■■■■ 0000 o . ■ ■ ! ■N ■ 0011Min P239CT15626 3BEDR00M -_1 14BATHS - CATHEDRAL THRU-OUT (1,456 SQ.FT.) Bl11 � a3Nada a s "113.1,11.111 WASH/DRY 071. \CORNER TUB 0000:■1.• : ■■mono � - MONO in ' n■■■■■ J ND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 09 -Jun -2003 2003-0037240 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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 rot 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: 4 Date State of California County of Butte SEE ATTACHED LEGAL DESCRIPTION PROPERTY OWNERS: X �'� ✓/,' Larry WPhillips befor,.ype, -P -/ . i EXIBIT A The land referred to herein is described as follows: All that certain real property situate in, the County of Butte, Sate of California, described as follows: Parcel 4, as shown on that certain Parcel Map, Recorded in the once of the Recorder of the County of Butte, State of California, on November 22, 2002, In Book 155 of Maps, at page(s) 70 and 71. Reserving therefrom a 60 foot right of way and public service easement, as shown on said map. A portion of AP# 026-260-32 Parcel B: A non-exclusive easement for ingress, egress and public utility purposes over Geary, Dr. and Kenneth Lane, as shown on that certain parcel map, recorded in'the office of the Recorder of the County of Butte, State of California, on October 22, 1981. In Book 86 of Maps, at Page(s) 53. Excepting therefrom all that portion lying within the bounds of Parcel A, described herein. `Parcel C: A 60 foot right of way and public service easement, as shown on that certain parcel map, Recorded in the office of the Recorder of the County of Butte, State of California, on November 22,2002, in Book 155 of Maps, at page(s) 70 and 71. Excepting therefrom all that potion lying within the Bounds of Parcel A, described herein. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 .• IIIINIIII�IfIIIIII��I�I�II�I�lf01 _.._gala-4-SSts, t�Pfi.ClalrkeCords County 1 REC FES I (;OPIES Ijf 1 �. ZIP 66 GEARY COURT + J;TJf1A1'1 J.Gi?(188!) 1 kHcorder Fdi7.304AW U f i,l(SU;V 1 1 AE•5istant �tll Q:s'F't� 11-Jul-�0@3 !Alye c 1 Page CITY COUNTY 1 of 2 . SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. LARRY PHILLIPS AND KAREN PHILLIPS ' REAL PROPERTY OWNEMESSOR 7795 PALERMO HONCUT HWY MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 66 GEARY COURT CITY COUNTY STATE ZIP INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING ERMIT NOI TELEPHONE NUMBER OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME 91265 UNIT OWNER (if also property owner, write "SAME") DEALER LICENSE N0. 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 03-1548 (530)538-7541 BUILDING ERMIT NOI TELEPHONE NUMBER /% -7-/U- SIG99 OF LOCAL A` ENCY OFFICIAL DATE SKYCREST ENTERPRISES DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE N0. WOODFIELD 2003 P239 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME NUMBER 17-70-0589-R-A/B 56'X 26' ULI 545445/6 REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 026-260-032 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicanl GOLDENROD -Building Dept. G/ EXIBIT A, - The land referred to herein is described as follows: All that certain real property situate in the County of Butte, Sate of California, described as follows: Parcel 4, as shown on that certain Parcel Map, Recorded in the office of the Recorder of the County of Butte, State of California, on November 22, 2002, In Book 155 of Maps, at page(s) 70 and 71. Reserving therefrom a 60 foot right of way and public service easement, as f shown on said map. A portion of AP# 026-260-32 Parcel B: A non-exclusive easement for ingress, egress and public utility purposes over Geary Dr. and Kenneth Lane, as shown on that certain parcel map, recorded in the office of the Recorder of the County of Butte, State of California, on October 22, 1981. In Book 86 of Maps, at Page(s) 53. Excepting therefrom all that portion lying within the bounds of Parcel A, described herein. Parcel C: A 60 foot right of way and public service easement, as shown on that certain parcel map, Recorded in the office of the Recorder of the County of Butte, State of California, on November 22,2002, in Book 155 of Maps, at page(s) 70 and 71. Excepting therefrom all that potion lying within the Bounds of Parcel A, described herein. , a BUILDING PERMIT NUMBER: 03-1548 Address or location of unit: 66 GEARY COURT, OROVILLE CA 95965 Legal Description of Real Property: AP # 026-260-032 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: LARRY PHILLIPS AND KAREN PHILLIPS Owner's address: 7795 PALERMO HONCUT HWY., OROVILLE CA 95965 INSIGNIA OR HUD NUMBER:ULI 545445/6 SERIAL NUMBER OR V.I.N.: 17-70-0589-R-A/B MANUFACTURER'S NAME:WOODFIELD YEAR: 2003 OFFICIAL APPROVING INSTALLATION: DATE: 7- io-03 PHONE: (530) 538-7541 H.C.D. 513C -STATE OFCAEiFORNIA- --- BUSINESS, TRANSPORTATION MD.HOUSING AGENCY 'NUMBER. ------ a DEPARTMENT OF HOUSING AND 60MMUMTY DEVELOPMENT _."'. ; �-' -. DIVISION OFCODES ANDSTANDARDS y ..• ; • r - ' - MANUFACTURED HOUSING PROGRAM 'wllr R4 A 6, oil er ~T-1 q"V—W-% I�rI^Te.��I� A 4r ewr S...... ,...... :._........__... ,.,,_......_....�.CHECKIF_THIS.I$,ApUPLICATE,MCO-ENTER ORIGINALMCq,NO.. MANUFACTURED HOME OR'MULTI-UNIT MANUFACTURED HOUSING NUMBER OF T,:_.RANSPO R ,,_ . ... .. TABLE SECTIONS 2 :.._�.;:SFD,(SINGLE..FAMILY:DWELLING):..... :MUMH,(MULTI-UNIT MANUFACTURED.HOUSING..... .............. �2• a::COMMERCIAL..COACH: __.........._..._....ter:._ _. .. OCCUPANCY GROUP:; ;_.; ".;:: MANUFACTURER"NAME" ""'- -"-"" "' — _.....-....,......_ ........_ ............ __.... .. .._�_M......,._ .._...._ ...._.__.. _._ ........ .. _._... MANUFACTURER LICENSE NUMBER: SKYLINE HOMES INC 90002 MANUFACTURER ADDRESS:. SUGGESTED RETAIL PRICE: _ -_1720. -EAST--.BEAMER .STREET. WOODLAND -_CA_._______..._..... 9577.6 $ 69-9579.50 Street (City) (State) (zip) MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: WOODFIELD P239—CT''' 4/15%2003 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF: DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION-." • .: ;:: , .::;:'> • '; SKYCREST ENTERPRISES' %COUSIN GARY'•S '1461AS .. 4/1672063... 91265 DEALER OR TRANSFEREE ADDRESS: 13468 HWY 99 CHICO CA 9597.3 (Street) (City) (State) (zip) INVENTORY CREDITOR NAME: TEXTRON FINANCIAL CORP INVENTORY CREDITOR ADDRESS: " 701 XENIA AVE SOUTH SUITE 300 GOLDEN VALLEY :qN 55416 (Street) (City) (State) (zip) SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT 1.6 (INCHES) (INCHES) (POUNDS) 1. ._ ......._ .. 17. -70 -0589 -R -B...... ULI_..545445 ..': 672, 156 22,765 2 17-70=0589—R—A ULI 545446 672 1 156 24,045 TRANSPORTER NAME: D &R 'TRANSPORT TRANSPORTER ADDRESS: 1', _, AXI? 179 RIIUL14 DUR141AN CA 95938 (Street) (City) (State) (zip) DESTINATION FOR UNIT DESCRIBED ABOVE: COUSIN GARY'S HOMES 13468 HWY 99 CHTCO CA 95973 (NAME) (Street) (Cdy) (State) (zip) I certify under penally of perjury under the laws of the State of California that the above fads are true and correct WOODLAND YOLO CA Executed on !i f 1 / ?m tlk.l at (Date) (City) (County) (State) SIGNATURE OF AUTHORIZED AGENT: OISTRIBUTION:�/ 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. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. I • 1 COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483'6 !SiL I - (7/97) i . okinn Unit ,Fe Al ie andAddie's or 4i2 J31 this b del`14W tti J horr hai been � Qf 4 3 -;"30 'SF -4 'equl"I DEALEF-, COPY HUD No. SKYU58 Mms Inc I 'I, anufacture s Nan 1 545445 UVODI�& * - Ck 0577ULF iT Z 1545444 is Model iDesi§ , nation P2391OT Serial No. 17-70-0589—R ;Plant X A ,ed ho 'd to'comply;with the Federal Manufactured o'm me is esigne.A e Construction and Safety Standard in force 1. -...r, �.. ;at tWtime of manufactu re. Design Approval by Underwriters Labor'atories,'Inc. This m, nuf a6th 7." - MANUFACTURER T, DESIGNATION r (APPLIANCE NOT FACTORY INSTALLED) Factory Ii IIE I Equil 12A i 'Y NA -CM Owl; t 711"FR"' 21140n NA Nk Comfort Heating � r1f Ali Cpndlboning :'f2 i . okinn Unit ,Fe Al ie andAddie's or 4i2 J31 this b del`14W tti J horr hai been � Qf 4 3 -;"30 'SF -4 'equl"I DEALEF-, COPY HUD No. SKYU58 Mms Inc I 'I, — i 1720 92AM STR9RT , . 1 545445 UVODI�& * - Ck 0577ULF iT 1545444 is Model iDesi§ , nation P2391OT Serial No. 17-70-0589—R Date of Mfg. 4/15/2003 ,ed ho 'd to'comply;with the Federal Manufactured o'm me is esigne.A e Construction and Safety Standard in force 1. -...r, �.. ;at tWtime of manufactu re. Design Approval by Underwriters Labor'atories,'Inc. ment Inci647 MODEL RATING OF.FACTORY INSTALLED CIRCUIT MANUFACTURER T, DESIGNATION r (APPLIANCE NOT FACTORY INSTALLED) 12A i 'Y NA -CM Owl; t 711"FR"' 21140n NA Nk VA NA MA ft go -I" -% I— NA RA 31D AMP NA PIlRtii� '' ADC ft i A VA Nk NA lr�itructGhs for all work to7be performed in the field are located in the kitchen drawer. i design loads f6— L ach*-g-eographical are This HOME CONSTRUCTED FOR 19 Zone I [I Zone 11 [:1 Zone III designed for the -roof and wind load zones as checked: ❑ 4,��20 This home has not been doslgft!EP for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1500' of the coastline In Wind Zones 11 and III, unless .the home and its anchoring and foundation system have been designed for the Increased requirements S" P'SF specified for Exposure D In ANSVASCE 7-88. ❑ Mer PSFI quire perimeter floor support., does not, rt. This home has P has not emen equipped with storm shutters or other protective coverings for windows openings. and exterior d P a designed to be located In wind Zones 11 and III, which have not been a devices, it r provided with shutters or equivalent covering Is strongly recommended that the home be made ready to be equipped with these devices In accordance with the method recommended In manufacturers ROOF LOAD printed instructions. WIND LOAD NORTH NO: \ 11_1� gZONE I 0 0 Zo ONE 1)11 rH�1' ZONE I Z6NEII 'ZONE ZONE III EQUIPMENT SERIAL NUMBER 1 n2n51g3on 2 3 4 5 6 PF749122 7 Rinar,0301109749 8 9 10 11 12 13 14 STATE OF;� CAL--1'FORNI'A ' DEPARTMENT OF HOUSING kAN,Oe CONMUN_I;YY. DEVELOPMENT DIVISION OF' C0;0_ES°:ANO STAWARDS REGISTRATION AND`TITLING SECTION STATEMENT OF'FACTS ii.s unit is.*.a: M Mobilehome 0 Commercial Coach Floating Home Truck Camper !cal (License) No.(s) Trade Name Serial No.(s) p - D J- 17 7 �ajyp-e-2 /We, the undersigned, hereby state that the unit described above: f May belkc-e-d'c P n �, p e r ma.n C V,.+ �F0 LL nda-+1o� ,ffiant further agrees to indemnify and save harmless the Director of Housing and Community !evelopment. State:of,.California, and subsequent°;purchasers of said unit, for any loss they gay suffer resulting from registration of .the::a.b.ove-described unit in California, or from ssuance of a California certificate of title*"covering the same. ./We certify under"penalty of perjury that the foregoing is true and correct. xecuted on ' at e.C ty (State) Signature of each affiant Printed name of each affiant fou in y I 140rmes fie Add r City - tC. HCD 416.6 (Rev 11/86) State 05/27/m- 97: 18 BIDWELL,TI-LF 4 5303429174 RECORDING RE(p1I XMD BY Bidwell Tale & Escrow Company AND WIMN RECORDED MAIL TO mares Larry Phillips fes 60 Geary Ct. 01Y, eeuc OrwAU4 CA 95963 t+v ��rro0. (»2osl's•oai PIJ . 478 P002 Recorded Ree 1 o Pik 18,08 Official Ree®rds County i PMR -PR gip.IN C,WkIt J. ®UBS j Rerrorder• ! RMMW W OILKSMAss! 094"i20-� lW I Carel Y- ! Page J of 2 - -- SPIA40 ABOVE THIS ME FOR MCORDER`S USa POW No. - THIS FORM FURNISHED BY 9I11wELL nju & mcWw COMPANY tax La6e►atgrteQ Gtaata:(a) Deelnre(s) Don nmntary'IiansferTax is 3 5125 a CityRbwn of ✓ eomputsd on fell value of Intent or pt Daly oonvtytd, W ✓ UnincorpOrated Area O Wl value lesr value of tkm or emun ttren¢as remQining at tho Hnte of sale 0 Monument Fee of sl 0.00 FOR A VALUABLE CONSIDERATION, receipt of wahieb is bereby admowledged, Clwn,c of OWr19P John 0. Rriee. an unmarried man � chip Stotcment NOT hereby OPADPi1(s) to Piled. (Sec. 480 R 1, T Cod0 Sent to moll:'$ Larry Phillipe and Karma Ph�blspS, Husband and Wife as Joint Tenants address on doevmEnt, the following real property in die ® City of ✓ Unincorporulmd Area County of Suite„ Stsfeoffal(fomitt: sn zxnxw A Amcm HMTO AND MADE A FART HEREOF Dated: May J;L 2013 s` rola S, e — STATE OF CALIFORNIA l COUl+1TY OF i. ®a, , n h ^ I SS: 0 I 003 before me, tite underaig'n®d, e' Notary Public in and for Dal 'Cd ®s»ty an State, pereonally appeared Jobn S. &ise Fereonally knoam to to for Fraved to me an the beau FOR NOTARY OEM 09 STAMP Of aatisEaetory evidence) to be the veraan(ai whose % nameW ie/sfe eanvribed to the within instrument and aclmaaledged to me that he/may executed the some iu his/b0W0tbftr euthari¢ed capacity(fev), sad tbat :sy hie/>>,o oir siguaturoW on the Aaetvmmt the LOdi�4 $7,8 18 perteon(ol, or the entity UP= behalf of whiob the yereon(v4 mated, e=9uted the inetrumant. ,.,, WIMS98 r.y hand and a�tf.%ppt181 goal. NtY6lasu»,) t mm mg'• Sigeasture S EMAIL TAX STAT1 MIMTS TO: Umo tmA6evo �... . --- ®rECJGraadre 05/27:'03 07:19 SIDWELL TITLE 4 5303429174 d.� R ED TO HMEIN IS DESCRIB$D AIN REAL PROPERTY SITUATE CRMED AS FOLLOWS: VN ON THAT CERTAIN PARC COUNTY OF BUTTE, STATE AT PAGE(S) 70 AND 71. FRC►I�I A 60 FOOT RIGHT OF MAP. Ivo. 026-26D-032 PAEEMENT FOR INGRESS, AND (KENNETH LANE, AS SH( OFFICE. OF THE RECORDER CTOBER 22,198 1, IN BOOK R6 FROM ALL THAT PORTION WAY AND PUBLIC SERVICE ORDED IN THE CsMCE OF TH , ON NO6/ OMR 22, 2002 ALL THAT PORTION LYIIN 43NO.478 Paw rdcr NO, W209175-001 IT A THE LAND REFS AS FOLLOWS: ALL THAT CERT IN THE COUNTY OF BUTTF,, STATE OF CALIFORNIA, DES PARCEL A: PARCEL 4, AS SILO Ei. MAP, RECORDED IN THE Ol%�'ICE or TnE RBCORDER OF THP OF CALWORNIA, ON NOVEMBER 22, 2002, IN BOOK 155 OF MAPS, RESERVING THEME WAY' AND PUBLIC SERVICE E;ASB'NENT, .4S SHOWN ON SAID A :.PORTION OF AP .PARCEL B: A NON- EXCLUSIVE EGRESS AND PUBLIC UTILITY PiTMSES OVER GEARY' DR. WN ON THAT CERTAIN PARCEL MAP, OF RECORDED IN THE F TH13 COUNTY OF BUTTE, STATE OF CALIFORNIA, ON 0 OF MAPS, AT PAGE(S) 53. .EXCEPTING THEM LYING Wrr� THE BOUNDS OF PARCEL. A, DESCRMED IJEREIN PARCEL C: A 60 FOOT RIGHT 0F EAS T', AS SHOWN ON THAT CERTAIN PARCEL MAP', REC RECORDER. OF THE COUNTY OF BUTTE, STATE OF CALEPORNIA, LN BOOK 155 OF MAPS, AT PAGES) 70 AND 71, EXCEPTING THEREFROM , G WITHIN 111E BOUNDS OF PARCEL, A, DESCRIBED HEREIN "'�li