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058-340-024
A.P. 58-34- 4 EDWINA EARLS .1400' E. off Oro-Conco <d.,600' N. of Jade ShopPermit 1664-74P,E (util,or MH). F AP 58-34-24 , E EDWINA EARLS 1400' E. of - ncow N of J y/ p O pool � Cont . Admiral rxs Permit ##4714-7(A.'•:�-�" 058 ->Q --Q24 02-088 BELL, GER & ELWYNXU) p 4265 MOUNTAIN PI N.,C NCQ oa C CONT: SKYCREST ENT AlSE i NEW MH PERM FND EX SITE It0 9 NOTES RESIDENTIAL T 058-340-024 r 02-0885 BELL, GERALD & ELWYNN 4765 MOUNTAIN PINE LN.,CONCOW CONT: SKYCREST ENTERPRISE NEW MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). I (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. t a t 1 l SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER nFFiCE COPY 1 ` Address I ELECTRIC j � Meter By Date r GAS Meter By Date Lr ELEC M9 S/ JOB FINALED Signature CHECKED BY ✓ = OK /Amp -Concrete 0 = Not OK Date - = Not Applicable MOBILE HOMES = Not Ready ' Zoning Requirements -Setbacks -Easements Date MOBILE HOME UTILITIES (Plitns) OK except #'s 1. Zoning Requirements -Setbacks -Easements Elec.; Pool Lighting; 15 Volts-GFI Special MH Support Sketch Card B-1 ewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Elec 'city; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test- rap; / /" L'ft. / /'Nat. or;/"L-ttl /LPG Date 7. Well Clearance & Disconnect Soils; Compaction -Structure Stability 8. Utility Clearance Zoning Requirements -Setbacks -Easements 4. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Elec.; Pool Lighting; 15 Volts-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOP41EJACME INSTALLATION (Plans) OK except #'s oninoequi re me nts-Setbacks-Easements aotin s; Size -Spacing -Marriage Line as; MH st-Demand-Valve-Connector ctricity; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie ns -Type -Installation Cert. ege=-Y-its; Insp.-Sketch 11. Cert. of Occupancy ermanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card 13-1 Date Card B-1 C1-7G-aS3S-P Date FINAL (Plans) OK except #'s MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Soils; Compaction -Structure Stability 1. Zoning Requirements -Setbacks -Easements 4. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Elec.; Pool Lighting; 15 Volts-GFI 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 7. 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. 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 i 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels CDate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liaht Niche Date Card B-1 Date card-13-11- Date ardB-1Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready Date RESIDENTIAL (� Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Ste el- Blockouts- Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation 1 nfiltration-WaIts -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive D Yes J No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Cate Date Card B-1 Date Card B-1 Cate Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) i Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiltration-WaIts -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive D Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: OWNER 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 ;. PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 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 R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Z_ Inspector e REV 1 V2 ' RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 22 -Jul -2002 2002-0037439 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document.is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GERALD BELL AND ELWYNN BELL REAL PROPERTY OWNERILESSOR 13512 CONCOW RD. MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 4365 MOUNTAIN PINE LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP 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 02-0885 (530)538-7541 BUILDING ERMIT O TELEPHONE NUMBER 7-19-02 SI OF L AL AG O ICIAL DATE COUSIN GAR S DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO. UNIT DESCRIPTION SKYLINE 2002 D948 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER C1-70-0535-P-A/B 56/60 X 26 ULI534000/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 058-340-024 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept r Ct •J y 'K �"t�,.,,, y.{ ,�..y s x}"r- +�•s� :Ft �.tc .-x ° t�,,,,,� �v:si r °L �'t`f-�'<+'` �:r t 'XS t `"' r i..yl t 9 � 7' i :, v. Y,^a• z `�... " ,.� �> j+-�2` � '�� •��`�%`+a r yi. �cz ��.z.�:' i�'ss�ar a rt� ` �r,��r .z.� :,. .,� ' �-ayl�, � i .yr � 3 , '+ _ .e ��..�b�e ,� aeFawao�4.ua-$ � �:'eu:k+8..t.�7 t;� �--.w��•'�'i°M •r' '+1.'�i'`m`s "'s""'k�P�'t4`.&�a`"h 'i.: +3i�i �j ~ S �: t i f. ^El�r,��:�Gr-,� :'4` -'fir } �'4"aw•r - w.v G �'§'- � �.0.+!<I. V��1 i� Vy�-^a 3•y���g3 s -s -T, BUILDING PERMIT NUMBER: 02-0885 Address or location of unit: 4365 MOUNTAIN PINE LN., OROVILLE, CA. 95965 Legal Description of Real Property: A.P.# 058-340-024 SEE ATTACHED ' (x) Mobilehome/Manufactured Home Commercial Coach 4 Has been affixed to the real property above by installation on a foundation system ft pursuant to Health and Safety Code Section 18551. Owner's name: GERALD AND ELWYNN BELL Owner's address: 13512 CONCOW RD., OROVILLE, CA. 95965 INSIGNIA OR HUD NUMBER: ULI534000/1 SERIAL NUMBER OR V.I.N.: C1-70-0535-P-A/B MANUFACTURER'S NAME: SKYLINE YEAR: 2002 OFFICIAL APPROVING INSTALLATION• DATE: 7-19-02 PHONE: (530) 538-7541 H.C.D. 513C APR. -15' 02040N) l 0 :19 F I DEL i TY, NAT i(), -NAL TEL:5008999531 p 004 Escrow No. 101970-sL 'This Order No. 00101970 EXHIBIT ONE Parcel I: A portion of the Southwest quarter of the Northeast quarter of Section 2, Township 22 North, Range 4 East, M -13.8,&M., described as follows: COMMENCING at the Northeast corner of the Southwest quarter of the Northeast quarter of said Section 2: thence South along the Easterly line of the Southwest quarter of the Northeast quarter of said Section 2, a distance of 210 feet, thence North 899 58' West and parallel with the North line of the Southwest quarter of the Northeast quarter of said Section 2, a distance of 323-56 feet to the TRUE POINT OF BEGINNING for the parcel of land described herein; thence from said point of beginning, continuing North 890 58' West and parallel with the North line of the Southwest quarter of the Northeast quarter of said Section 2, t distance of 323.56 feet; thence North 00 22' East and parallel with the East line of the Southwest quarter of the Northeast quarter of said Section 2, a distance of 185 feet to an Intersection with a line which is 25 feet South of, measured at right angles to the Northerly line of the Southwest quarter of the Northeast quarter of said Section 2: thence North 89 ° 58' West along said line 440 feet, more or less, to the centerline of the Concow Flea Valley Road; thence Northerly along said centerline to the North line of the Southwest quarter of the Northeast quarter of said Section 2; thence South 890 58' East, along said North line a distance of 763.56 feet to a point that bears North from the point of beginning; thence South a distance of 210 feet to the true point of beginning. TOGETHER WITH a right of way for road and public utility purposes over a strip of land 60 feet in width, lyiig Southerly of and adjacent to the following described line: Commencing at the Northeast corner of the Southwest quarter of the Northeast quarter of Section 2, Township 22 North, Range 5 East, M.D,B.& M., thence North 890 58' West, along the North line of the Southwes- quarter of the Northeast quarter of said Section 2, a distance of 323.56 feet to the point of beginning, continuing North 890 58' West, along said North line, a distance of 783.56 feet, more cr less, to the centerline of the Conc and the end of the herein described line. ow Flea Valley Road APN# 068.340-003 Parcel 11. A portion of the Southwest quarter of the Northeast quarter of Suction 2, Township 22 North, M., described as follows: Range 4 East, M.D.B.& COMMENCING at an iron pin in the Northeast corner of the Southwest quarter of the Northeast quarter of Section 2, Township 22 North, Renge 4 East, M.D.B.& M., thence South 210 feet along the East line of the Southwest quarter of the Northeast quarter to a point marked by an Iron pin; thence North 890 58' West and parallel to the North line of the Southwest quarter of the Northeast quarter of said Section 2, a distance of 323.56 feet; thence North 210 feet to the North line of the Southwest quarter of tha Northeast quarter of said Section 2; thence East along the North line of the Southwest quarter of the Northeast quarter of said Section 2, a clistance of 323.56 feet to the point of beginning. TOGETHER WITH a right of way for road purposes and contained in deed from Ralph E. Miller to Joseph C. Schmidt, at al, dated July 28, 1966 and recorded September 2, 1966:n Book 1442 of Official Records, at page 85 and in deed from Floyd Donald Clark, et ux to Ralph E. Miller, at al, dated July 28, 1966 and recorded September 2, 1966 in Book 1442 of Official Records, at page 86. ALSO TOGETHER WITH a right of way for road and public utility purposes over a strip of land 60 feet in width, lying Southerly of and adjacent to the following described line: Commencing at the Northeast corner of the Southwest quarter of the Northeast quarter of Section 2, Township 22 North, Range 5 East, M.D.B.& M., thence North 890 58' West, along the North line of the Southwest quarter of the Northeast quarter o! said Section 2, a distance of 323.56 feet to the point of beginning, continuing North 890 58' West, along said North line, a distance of 763.56 feet, more or less, to the centerline of the Concow Flea Valley Road APR -15' 02 040N) 10:20 FIDELITY, NATIONAL TEL:5308999331 p 005 and the end of the herein described line. APN# 058-340-004 Parcel III: A portion of the Southwest quarter of the Ncrtheast quarter of Section 2, Township 22 North, Range 4 East, M,D.B.& M.. described as follows: COMMENCING at a point in the East line of the Southwest quarter Of the Northeast quarter of said Section 2, distant South 00 22' West, 210.00 feet from the Northeast corner of said Southwest quarter of the Northeast quarter of said Section 2; thence South 09 22' West, 198.00 feet to a point; thence West 460.43 feet to the TRUE POINT OF BEGINNING for the pares[ herein described; thence from said true point of beginning East, 460.43 feet to a point in the East line of said Southwest quarter of the Northeast quarter; thence North 13 ° 22' East along said East line 199.00 feet to a point; thence North 890 58' East, 385.00 feet to a point; thence in a Southerly direction ina straight line to the true point of beginning. TOGETHER WITH a non-exclusive easement for road and public utility purposes 60.00 feet in width tying 30.00 feet on either side of the following described line: COMMENCING at a point In the East line of the Southwest quarter of the Northeast quarter of said Section 2, distant West, South 0 ° 22' W, 210.00 from the Northeast comer of said Southwest quarter of threr of Section 2; thence along said East line, South 00 22' West, 198.00 feet; thence parallel wite Northeast q:ah the (Nast -West centerline of said Section 2, West a distance of 400.43 feet to the true point of beginning for the line to be described; thence from said true point of beginning, continuing West and parallel with the East-West centerline of said Section 2, 127.19 feet; thence North 840 West, 699.77 feet; thence along the arc of a tangent curve, concave to the Northeast, having a radius of 100.00 feet to the intersection with the Easterly line of the Concow-Flea Valley Road as the same existed on Dezember 29, 1961, and the end of said line, EXCEPTING THEREFROM any portion lying within the above described parcel. APN# 058-340-024 Parcel IV: All that portion of Lot 6 of the Northwest quarter and that portion of the Southwest quarter.of the Northeast quarter of Section 2, Township 22 North, Range 4 East, M.D.H.& M., described as follows.- BEGINNING ollows:BEGINNING at a point in the East line of the Southwest quarter of the Northeast quarter of said Section 2, distance South 00 22' West, 210 feet from the Northeast corner of said Southwest quarter of the Northeast quarter of Section 2; thence from said point of beginning, along said East line, South 00 22' West, 198.00 feet; thence parallel with the East-West centerline of said Section 2, West a distance of $27.62 feet; thence North 840 West, 699,77 feet; thence along the arc Of a tangent curve, concave to the Northeast having a radius of 100.00 feet to the intersection with the Easterly line of the Concow-Flea Valley Road as the some existed on December 29, 1961; thence Southwesterly along said Easterly line of the Concow-Flea Valley Road to the intersection with the West line of said Northeast quarter of Section 2; thence along said West line North 00 14' East, 283.50 feet to the Northwest corner of the Southwest quarter of the Northeast quarter of said Section 2; thence along the North lino of said Southwest quarter of the Northeast quarter of Section 2, South 890 58' East, 1329.26 feet, more or less, to the aforesaid Northeast corner of the Southwest quarter of the Northeast quarter of Section 2; thence along the East line of said Southwest quarter of the Northeast quarter, South 00 22' West, 210.00 feet to the point of beginning, EXCEPTING THEREFROM the following described parcel of land: BEGINNING at the Northeast corner of the Southwest quarter of the Northeast quarter of Section 2. Township 22 North, Range 4 East, K0.84 M., thence South 0° 12' West along the Easterly line of said Southwest quarter cf the Northeast quarter 210 feet; thence parallel with the Northerly line of said Southwest quarter of the Northeast quarter APR. -1S' 0.) (MON,) 10;21 FIDELiTY. NATIONAL TEL:3308999331 p 006 North 899 58' West 547.12 feat; thence North 0° 22' East, parallet with the East line of said Southwest quarter of the Northeast quarter, 185.00 feet to an Intersection with a line which is 25 feet South of, measured at right angles to, the Northerly line of said Southwest quarter of Northeast quarter; thence North 890 58' West, along said line, 440 feet, more or less, to the centerline of the Concow-Flea Valley Road; thence Northerly along said centerline to the North line of said Southwest quarter of the Northeast quarter; thence South 890 58' East, along said North line, 1087 feet more or less, to the point of beginning. ALSO EXCEPTING THEREFROM the following described parcel of lend: COMMENCING at a point in the East line of the Southwest quarter of the Northeast quarter of said Sectiun 2, distance South 00 22' West, 408 feet from the Northeast corner of said Southwest quarter of the Northeast quarter of Section 2; thence parallel with the East-West centerline of sold Section 2, West a distance of 527.62 feet; thence North 84° West, 345.46 feet to the true point of beginning for the parcel to be described; thence North 840 West, 354.31 feet; thence along the arc of a tangent curve, concave to the Northeast having a radius of 100.00 feat to the intersection with the Eesterly Ilne of the Concow-Flea Valley Road as the same existed on December 29, 1961; thence along said Easterly line of the Concow-Flea Valley Road, North 720 49' 35" East, 34,02 feet; thence continuing elzing said Easterly line North 440 47' 40' East, 204.49 feet and North 29° 07' 54° East, 139.71 feet to an intersection with a Gne which is 25 feet South of, measured at right angles to the Northerly line of said Southwest quarter of the Northeast quarter; thence North 896 58' East along said line 208.84 feet to a point; thence South 00 06' West, 149.29 feet to.the point of beginning. ALSO EXCEPTING THEREFROM the following described parcel of land; COMMENCING at a point in the East line of the Southwest quarter of the Northeast quarter of said Section 2, distant South 00 22' West, 210.00 feet from the Northeast corner of said Southwest quarter of the Northeast quarter of said Section 2; thence South 00 22' West, 198.00 feat to a point; thence West 460.43 feet to the TRUE POiNT OF BEGINNING for the parcel herein described, thence from said true point of -beginning East, 460.43 feet to a point in the East line of said Southwest quarter of the Northeast quarter; thence North 130 22' East along said East line 198.00 feet to a point; thence Forth 89, 53' East, 385.00 feet to a point; thence in a Southerly direction in a streight line to the true point of beginning. TOGETHER WITH a non-exclusive right of way for road purposes over a portion of the Southwest quarter of the Northeast quarter of Section 2, Township 22 North, Range 4 East, M.D.3.& M., and being mere particularly described as follows: COMMENCING at the Northeast corner of the Southwest quarter of the Northeast quarter,of said Section 2; thence South along the Easterly line of said Southwest quarter of the Northeast quarter, a distance of 210.00 feet; thence North 89 C 58' West and parallel to the Northerly One of said Southwest quarter of the Northeast quarter, a distance of 323.56 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning North a distance of 30.00 feet; thence North 890 58' West and parallel with the Ncrtherly line of said Southwest quarter of the Northeast quarter, a distance of 293.56 feet; thence North 0' 22' East, parallel with the East line of said Southwest quarter of Northeast quarter, 180 feet to the North line of said Southwest quarter of the Northeast quarter; thence North 89° 58' West along the North line of said Southwest quarter of the Northeast quarter a distance of 470.0 feet, more or less, to the centerline of the Concow-Flea Valley Road; thence Southerly along said centerline to a point on the Northerly line of that certain parcel of land described in deed from Gerald Cryderman, et at, to Floyd Donald Clark, et ux, dated May 26, 1966, and recorded June 24, 1966, in Volume 1432 of Official Records, at page 602, records of Butte County, California; thence South 890 58' East along the Northerly line of said Clark parcel a distance of 440 feet to a corner of the Northerly line of said Clark parcel; thence South 00 22' West and continuing along the Northerly line of said Clark parcel, a distance of 185 feet to a corner of said Clark parcel; thence South 890 58' East along the Northerly line of said Clark cartel 323.56 feet to the point of beginning. ALSO TOGETHER WITH a non-exclusive easement for road and public utility purposes 30.00 feet in width tying Southerly of and adjacent to the following described line: COMMENCING at a point in the East line of the Southwest quarter of the Northeast quarter of said Section 2, distant Scuth 00 22' West, 210.00 from the Northeast corner of said Southwest quarter of the Northeast quarter of Section APR. -15' 02 (MON) 10:22 FIDELITY. NATIONAL TEL: 5308999531 P. 007 2; thence along said East line, South 00 22' West, 198.00 feet; thence parallel with the East-West centerline of said Section 2, West a distance of 400.43 feet to the true point of beginning for the line to be described; thence from said - true point of beginning, continuing,West and parallel with the East-West centerline of said'Section 2, 127.19 feet; thence North 840 West, 699.77 feet; thence along the arc of a tangent curve, concave to the Northent, having a radius of 100.00 feet to the intersection wlth the Easterly line of the Concow•Rea Valley Road as the same existed on December 29, 1961, and the end of sa?d line. APN# 058-340-023 1)r ytltTpr STATE OF CALIFORNIA NUMBER: BUSINESS, TRANSPORTATION AND HOUSING AGENCY A DEPARTMENT OF MOUSING AND COMMUNITY DEVELOPMENT b21.3 DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM � MANUFACTURER CERTIFICATE OF ORIGIN jML (PINK) FORvvARD TO THE INVENTORY CREDITOR, UNLESS THERE 15 NONE. THEN FORWARD TO THE PURCHASER IOEALER OR TRANSFEREE). t "ITE) FORWARD TO THE DEPARTMENT AT P.O, BOK 162a. SACRAMENTO, CA 95812.1828. WITHIN FNE ISI DAYS Of RELEASE. PY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTMATION, QOPY S (OOLDENROO) TO BE RETAINED BY THE MANUFACTURER. CD 493.o. Side • (T)B7) ❑ CHECK IF THIS 18 A DUPLICATE MCO -ENTER ORIOINAL MCO NO. MAIYUFACTUREO HOME OR MULTI UNIT MANUFACTURED HQUSING ® SFD (SINGLE FAMILY DWELLING) ❑ MUMH NUMBER OF TRANSPORTABLE SECTIONS 2 (MULTI -UNIT MANUFACTURED HOUSING COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE H04ES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE. 1720 EAST BEAMER STREET WOODLAND CA 95776 Sveet city (State) (zip) $ 7'1,436.15 MANUFACTURER TRADE NAME' MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SUilMERHILL D948—CT 3/29/2002 NAME OF DEALER R TRAM ERE@ (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: ! '.iKYCREST ENTERPRISES/COUSIN: CA,RY'S !-)0?1FS TRANSFEREE DESIGNATION: 4/3/2002 91265 DEALER OR TRANSFEREE ADDRESS: (Street Ciy) State) (2.p) INVENTORY CREDITOR NAME: ?!LKTRON FINANCIAL CORP ' INVENTORY CREDITOR ADDRESS: 701 XENIA AVE SOUTH SU,ITT 3(IU GOLDEN VALLEY IIKK 55416 Street CI Is to) 2 SECTION td MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR NUO LABEL NUMBER LENGT.. WIDTH WEIGHT _ INCHES INCHES POUNDS 1 C1-70-0535—P—A ULI 534000 680 156 23,904 L CI-70-0535—P—A ULI 534001 720 156 25,184 TRANSPORTER NAME: D 6 R TRANSPORT TRANSPORTER ADDRESS: P.O. BOX 179 DURHAM CA 95938 SU681 Ca (zip) DESTINATION FOR UNIT DESCRIBED ABOVE: NAME COUSIN GARY'S HOMES 13468 HWY 99 'HICO CA 95973 Street ca State 2 I aMi)y ~ P—ky of wim urea vw Iowa at the State of Cavomia tMt me no,, Ian. wo uua ate eenecl. E,eanedW of WOODLAND YOLO CA (C41 1 owtttil (Blato) 810NATVRE Q� UTH R12ED AGENT: -' i jML (PINK) FORvvARD TO THE INVENTORY CREDITOR, UNLESS THERE 15 NONE. THEN FORWARD TO THE PURCHASER IOEALER OR TRANSFEREE). t "ITE) FORWARD TO THE DEPARTMENT AT P.O, BOK 162a. SACRAMENTO, CA 95812.1828. WITHIN FNE ISI DAYS Of RELEASE. PY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTMATION, QOPY S (OOLDENROO) TO BE RETAINED BY THE MANUFACTURER. CD 493.o. Side • (T)B7) APR. -15' 0204K 10:18 FID6L,ITY, .ATIONAL RECORDING REQUESTED BY: Fidelity National Title of California Escrow No. 101870•SL Title Ordet No. col 0197o When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Gerald M. Bell 13512 Concow Road Oroville, CA 95,965 GRANT DEED ar • TEL:5308999531 P. 002 INlfllllfllfllllllNllfllflflf Ill E!OQJ 1 —tale 1 t-797 Recorded I REC FEE 22." Official Records I TAX 154,00 Coun__ � Of I MONIAtEN 10.08 CAWCME J. GRt18BSRecor 1 ROSEMlARY DICCASon Ass01s05i�it300nt -mar-2081 I Papa Y; of 6 The undersigned grantor(s) declare(s) Documentary transfer tax is 9154.00 ( X ) computed on full value of Property conveyed, or 60 [ I computed on full value less value cf liens or encumbrances remaining at time of sale, ( ) Unincorporated Area City of unincorporated area of the FOR A VALUABLE CONSIDERATION. recelpt of which its hereby acknowledged. Estill P. Earls end Emma M. Earls, . Earls and Emma M. Earls. husband and wife as trustees of THE EARLS FAMILY TRUST, dated 11/2/92 and Estill P and Chants J. Hansen, A Married Woman formerly known as Edwina Jean Earls, a single woman hereby GRANT(S) to Gerald Bell and Elwynn . Bell, husband and wife as Joint Tenants the following described real property In the unincorporated area of the County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF 'This deed is being signed in counterpart and together constitutes one document* DATED: January 29, 2001 STATE OF TEXAS COUNTY OF L LA IJ J 4N MA 0_ U —IS X0 0 t before me, UN 4 - A { AM►^ rsonally appeared • STILL P. EARLS & M. EARLS• Personally known to me (or proved to me on the basis Of Satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(iss), and that by his/her their signature(s) on the instrument the person(s), or the entity upon behalf of which the Person(s) acted, executed the instrument. Witness m d and offioki s Signature THE EARLS FAMILY TRUST, dated 11/2/92 /PaQ�C� Estill P. Earls, Trustee Emma M. Earls, Trustee /f Estill P. Earls Emma M, Earls Chante J. Hansen e MINA L. GRAHAM • . NOTARY Pt781 o STATS OF TEXAS of cono�sloa s.e.zom _ MAUL TAX STATEMENTS AS DIRECTED ABOVE FO.213 (Rev 71361 GRANT DEED :APR, -15' 02NON) 10:19 FIDELITY, NATIONAL- TEL:5308999531 P, 003 RECORDING REQUESTED By: Fidelity National Title of Califoinia E91xaw No. 101979-6L tide order No. 00101970 When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Gerald M. Bell 13512 Concow Road Oroville, CA .95,965 GRANT DEED The undersigned grantor(s) declare(s) Documentary transfer tax is $154.00 ( X ) computed on full value of property conveyed, or ( J computed on full value less value of liens or encumbrances remaining at timeof sate, Unincorporated Area City of unincorporated area of the FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Estill P, Earls and Emma M. Earls, as trustees of THE EARLS FAMILY TRUST, dated 11/2192 and Estill P. Earls and Emma M. Earls, husband and wife and Chante J. Hansen, A Married Woman formerly known as Edwine Jean Earls, a single woman hereby GRANT($) to Gerald - ` Bell and Elwynn Bell, husband and wife the following described real property in the unincorporated area of the County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF 'This deed is being signed in counterpart and together Constitutes one document• DATED: January 29, 2001 STATE OF TEXA COUNTY OF R3kf rl ON ✓�— --v before me, personally appeared •CHA TE J. H NSI:N• THE EARLS FAMILY TRUST, dated II/2/92 Estill P. Earls, Trustee , Emma M. Esirls, Trustee personally known to me (or proved to me on the basis Estill P. Earls Of satisfactory evidence) to be the person(s) whose name(sl is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the a 4Ear same in his/her/their authorized capacity(ies)and that by his/her/their signature(s) on the instrument theperson(s), or the entity upon behalf of which the Chante J. person(s) acted, executed the instrument. Witness nd and of cialaL •, JILL HAM Signatur$ Alpuat 9.2001 MAIL TAX STATEMENTS AS DIRECTED ABOVIE FO -213 (Rev 7196) GRANT DEED DEPARTMENT OF HOUSINGFANDLCOMr1UNITY DEVELOPMENT DIVISION OF COOES AND STANDARDS REGISTRATION AND TITLING SECTION , STATEMENT OF'FACTS This unit is."a:Mobilehome E] Commercial Coach Floating Home Truck Camper Decal (License) No.(s) Trade Name / Serial No.(s) I/We, the undersigned, hereby state that the unit described above: md'y be_. P )a.c. e.d o n C�, p e r ma.n a vv+ �oc�.r�iwfio� Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State o.f..California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under"penaity of perjury that the foregoing is true and correct. Executed on at [04. e (City) (State) Signature of each affiant Printed name of each affiant Cc.rr�l $ ��omeS Addre City C, 'k, HCO 476.6 (Rev 11/86) State COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: SKYCREST ENTERPRISES ADDRESS: 13468 HWY 99 East CITY & STATE: CHICO CA 95973 DATE OF CLAIM: 6-24-02 IMPORTANT. • SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT 058-340-024, BP 0-2-0885, RECEIPT # 354024, DATED 6-11-02, OWNER: GERALD & ELWYNN BELL.) TOTAL AMOUNT PAID 89. 30 TOTAL AMOUNT TO BE RETAINED 0 TOTAL AMOUNT TO BE REFUNDED 89. 00 TOTAL 89. 00 1, the undersigned, declare :ander penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. t Dated this L day of 206.,�jat Calif. Signaturd oftTaimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles sp i d bove have pe rmed or delivered and that t Budget Appropriation [ ] or Specific Board Approval [ I (Check one) for the same. Dated this L5 day of June 2002 at OROVILLE Calif. e artment ead or Authorized Deputy Dept. Code 0100 Exp. Code4617240 for $ 43.00 PAYABLE FROM Fire Planning Appl. Fee Dept. Code 440-002 Exp. Code4 21 0 5 0 0 for$ for46.00 PAYABLE FROM Con -,t r L7 r -t ion P rtt Dept Code Ex . Code PAYABLE FROM DO NOT WRITE BELOW THIS UNE - AUDITOR'S USE ONLY DEPT. & SUB.' PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information:., Number, x�� 0 % A Date: Issued To: e,(�+ En4e I mt Amount: OU Fees Retained: Processing Fee: $ Inspection Fee: $ SRA Fee: Total Amount Retained TOTAL REFUND DUE $ Bldg Filing Fee: $ Plbg Filing Fee: $ �. Q� • ... pN Elec Filing Fee: $ Mech Filing -.Fee: Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: Total Amount Retained TOTAL REFUND DUE $ REFUND CLAIM APPLICATION 1, c GCA-1MANTsS- AMN E KV L 0- est t r" -MAILIN.G-ADDRESS ,ASS:ES.S.OR PARC:E:L�#? +REC.E.I.PT-NUMBERS) 58-:3`f0- oaf X35 0 a4 a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories:(Check-those. categories which-you-wish-to-have=refunded' ) ( ) Building Permit Fees ( ) Sheriff Fees (,-r SRA Fees (CDF Fire Planning) ( ) Urban Area Fees TDisoosition-)os ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of pians. S=tG NATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. June 13, 2002 Skycrest Enterprises 13468 HWY 99 East Chico CA 95973 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for refund (A.P. #058-340-024) Dear Skycrest Enterprises: Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact me at (530)538-7541. Yours very truly, Tammie Powell Plans Applicant Assistant attachment COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive e.Oroville, CA - (530) 538-7541 - CORRECTION NOTICE ; OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. z S _e__ DatInspector lor/z Date 2- REV 11/92 � — 7( -ii)— 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541n - ^ �anl1 (ReJ.12/96) APPLICATIONAND-PERMfT ASSESSOR PARCEL NUMBER y`' 058-31%0-024 ZONING D _ BUILDINGPERMIT OWNER BELL GE -,ALD & ELMI632,114"MI TELEPHONE SO. FT. OCC. BUILDING VALUATION 1487 'R Rn,99A_nn . OWNERS MAILING ADDRESS 1351-2 CONCOW RD., CONMU, CA a CONTRACTOR'S NAME TELEPHONE _36-2-2-06024, CONTRACTORS MAULING ADDRESS 13468 IRR 99 E. CHICO, CA 95971 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $80.298 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 544 12 $277.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 2-1-00 BUILDINGADDRESS G. T Energy Plan Checking Fee $ $ PERMIT FEE $ -320.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome h 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 TYPE OF WORK New 17 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PE --.M FND EX STTE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 is on Mobile Home I S I G w 020.00 PERMIT FEE t cs_ no ELECTRICAL PERMIT Fee 20.0 RLEFling Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �J Q �,(� License Class �`— Lic. No. PSL f S �`/� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'lQm a sation insurance arrier and policy number are: Carrier }�H'e "Pu i L� Policy Number iT 1 l 6 42 (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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wk those provisions. / X Date �G,` L J ,00_ Sign re of Applicant - ❑ ner Contractor ❑Agent Ani HA permit is required fo excava' ns over 60" deep. and demolition or construction of structures over 3 stories in height. ilf )tJ 61 4 Od o Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. stns. 3.50FT; �µR61D MULTI.OunEr 07,50 POWER APPARATUS a SINGLE ounEr aR. OUTLET OR FOTTURES ®t •00 20 00 Ex, Occup. Ex. Occup. oimtis AEES,6.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 ;��4 Pre -Inspection PERMIT FEES MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 428.00 HAZ.MP D CDF PARC ISSyIE t/ This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. /' ) oz Date t0 �� O3 4t.) ReceiptNo. 3532 ' WHITE-D.D.S.-B.D. CANA Y-ASSESSO 'PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEP ARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: GL"(C ! `? �GIJ Vi ✓I � �I CEL NUMBER M k ~ o Proposed Building Use: Ne m lµ Pe( X J/�G Counter Technician: P Date: /V '0Z Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 'P) 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ •❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form..: . ......................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Mles as shown on the attached Schedule of Fees Due Sheet.......................................� 15. Statement of Intent for Non -heated and A/C Buildings.................................� .........' (9f,66)Sa ' tion and plot plan approval from the Environmental Health Department --- 17,.-City n1 . ity of Chico Plumbing permit........................................................................ / 111, 8. California Department of Forestry plan approval ❑ paid. Sent by: KC— ❑ 19. Planning approval for (A) Use: O)< (B)Parking: (C) Parcel Check: y _2s -017- 0 02❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Q,2 1. Encroachment Permitor�dri eway om the Public Works Dept. (construction approval prior to ccup ncy). .Pre -Inspection for of VAMtni1�4 Q( .�/� C _ required ................ ,)Z �. 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ........................................: .... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ............................. ! .... ❑ 28. Manufactured home utility clearance ................ :'. ' . �j 29. sting violati and/or expired permits ........................................... ......... _ `a ,IeY 30. Grant DeedNl.H. Title/Statement of Facts, ❑ Letter from Legal Owner, QEheck to H.C.D. $ El 31. Other: ,' - - When issued Telephone and hold for pickup. I have been informed of the above Applicant: and requirements for obtaining a building permit. ate: t 1. Index4rll it application for themv)— numbered: 2 Plan Check Letter 2. Additional items required ontr, , designer, owner, wa ise a above data by -,4Vphone, ❑ mail, ❑ counter, by Date: Pt --Contractor, designer, owner, was%}advised o thte� ov d to ❑ hone, ❑ mail, ❑ counter, , y Date: Plans reviewed by: /ZN✓ /�P1IlS�U/1> ate' Plans approved by: Date: / Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY PhO Pen AttacMd 1 Rear Plan A cAad � Sant to 8.0-r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP Plan Approved for: Sewage Disposals Water Supply;.,Public Private We Clearance for dwelling. Other J -- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ` V, Y l i E.H. USE ONLY PhO Pen AttacMd 1 Rear Plan A cAad � Sant to 8.0-r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP Plan Approved for: Sewage Disposals Water Supply;.,Public Private We Clearance for dwelling. Other J -- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 4 XBZIan�ll) PERMIT FEES ue ....................... $ Additional Fees Due ................. $ r Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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 $511P.00 (paid at Building Division) 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 DATE JO IS `GZ RECEIPT # DTE REC. 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 checkingrocess. APPLICANT DATE Pursuant t vernme7Codeection 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) b� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM G (One form per Building) w School District1 rr�1✓/I fa 1 �i� ��J� / 1 j a� ��{ (tilt -C, [` ABuilding Department No. A.P. Number (n ���� '� 4 JurisAdion: City County Property Owner � �L" /�' 3 it, I., vy, in Property ecation/Address 'S -41,119iA/ill t, Su ivi io_ �) of No: U.................................................................. Residential Development ►� Q , Sq. Footage ! �/ D " / 1 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): Commercial/Industrial 17AAnne Department New Addition (Floor Plans reviewed by School District District Identification No. 7 �. School District certifies that Address) _. j. (City) II has complied with the requirements of Resolution No. representing F �� square feet. Representative Paid by Check # Remarks: / (State) 10'S 96 r Sq. Footage (including Exterior Roofed Areas) -11-2 Date (Phone Number) (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ / Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental 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 I M PERMIT NO. P E ITL MH UTIL. .1664•-74P, E PERMIT NO. ` PERMIT EXPIRES`/ OWNER Edwina Earls CONTR. Owner LOCATION (A.P. 58-34-24 � 1400' E. off Oro-Concow Rd., 600' N.. of. Jade Shop . i F t. t YTemp. Power Pole Called PG&E Temp. Elec. Serv. '�%� Z 7— 1 Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED 79 (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidinq To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas 4:1! - Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Ma,sonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service " L Brown Cooling Temp. Pol Finish Ducts Underground Interior Lath, Ventilation Permanent Door Closer Final Final DATE C REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS �,/j/� .-•�� 7 County Center grive , Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT d` Owner Mai I i ng Address �ff Z Contractor 0&2h Lo 1e Mailing Address Building Address A10 Ap Ira /V A. P EQA BUILDING s SQ. FT. OCC. BUILDING VALUATION e Telephone No. Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Zoning & Planning Each additional outlet Sa ' ion Fire Dept. FireZone Use Permit Building sewer Parking I Parcel parcel Ma I 60' R/W I Improvements Lawn sprinkler system Plans Declaration P p ovements Bldg. Plans Recd I Parcel Approval I Plans Approval NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ -- IT , - - - l /-- - r Single Family ❑ Duplex ❑ Mobil Home Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar, lisp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wiring 2.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 ® I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE MECHANICAL No. @ FEEPERMIT FILING FEE J$3.00 1 am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Cooling Workmen's Compensation Insurance. I certify that in the performance of the work for which this Ventilation permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood 2.00 California. Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ofrBt4tte to enter upon the above-mentioned property for inspectio os S. to 0,x`7(/ $ignoture of Permitee o Agent Receipt No. ZZZ 14 �2 White-D.P.W. — Yellow -Assessor — Pink -Inspector — oldenrod-Applicant TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS 4 By Date .__� Building permit expires Date ............................................ COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORK 7 County Center DSive — .Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspectior�urposes. X, Date Signature of Permitee or Agent Receipt No. /1-?- 1) / IS-S— White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O PUBLIC WORKS By Date .i Building permit expires Date ................J.....�..... �..� BUILDING OwnerSQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Te one No Fireplace Contractor Caaelv Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 ' Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 p A. P. N 4 C "j —Z oning P Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fdw 11 Sani tion Fire Dept. Fire Zone Use Permit Building sewer 5.00 t EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Lawn sprinkler system 2.00 Bldg.I s Rec'd Parc pproval s Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES OTHER EJ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3e Main service incl. 1 -meter Additional meters, each 1.00 Sub -panel 02 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home WOthers ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbai io Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: D Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. di sp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home FacilitiFes 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring UN I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $42 , WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. rV I certify that in the performance of the work for which this LA permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspectior�urposes. X, Date Signature of Permitee or Agent Receipt No. /1-?- 1) / IS-S— White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O PUBLIC WORKS By Date .i Building permit expires Date ................J.....�..... �..� 4oJ'E:-AII Mi accordance w -)f a quality pi .Jniform Build) the Nation The Bldg. -Setback shall be 5 ft. from This set of plans and specifications- MUST b the side property line and 50 it. from kept on the job at all times and it is 6niawful'i t the centerline Of the 6 e road, permitting 'Make,any inges or alterations on same withm "-' -2 ft- eave overhang. �,'A� maximum of -a "Isson from the Department of Publi 2V&IF X., J147 shall*, b A utility conogc�iqns tout.s* -the ea -ated within 4 loin mobile section 010the b third s ag s 31e of the left (ro. orae. Septic syst d locati6n Butte to -be as per 3utte n Health'11)60. Re- quirerne r Is Workmanship Shall Be in R ognize& Good Tractices and. ed for the Specified use in th® Ode, Uniform Plumbing Code, and -trical Code. BUTTE COUNTY E U I L D IN G. DEPARTMENT *. aP PROVED.- e • f _ i � r r r Y���"'��:.: :3-'v�_<S�a�'��=.��-�'�=C d�r�Z".�•. - 7�C 1���..L[u:�. 'J_ his - -�-+� --.c S� A" R_' Mid Valley Title & Escrow Company ti ' P.O. Box 3039 P.O. Box 983 P.O. Box 1068 183 E. Sixth Street 6139 Center Street 1751 Oro Dam Blvd. Chico, California 95926 Paradise, California 95969 Oroville, California 95965 Phone 342-8323 Phone 877-4471 Phone 533-6680 JACK D. BROWN Vice -President and Office Manager All polic7es of title insurance tssurd by WARREN BUTTON 4 1`trst American Title Insurance Company Paradise Branch Manager /. DON A. DRANE FORREST B. YOUNG LINDA LaVOYE Oroville Branch Manager ' Supervising Escrow Officer President and County Manager REI. Y REPORT ORDER NO- BU 28742 6420 P cky John Realty .° tl Form of Policy Coverage ;a eSf ,and Title Assn Standard Coverage Policy Form In response to the above referenced application for a policy of title insurance, this Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy o1 Title Insurance in the form specified above, describing the land and the estate or interest hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said policy - form. This report (and any supplements or amendments thereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. Subject to a cancellation charge as required by Section 12404 of the Insurance Code and Rule 2, of Department of Insurance Bulletin No. NS -35E. Dated as of July 17� 1973 at 7:30 a.m. By... ....... Title Officer Title of said estate or interest at the date hereof is vested in: ERNEST N. KETTENHOFEN The estate or interest in the land hereinafter described or referred to covered by this Report is: A fee and easement At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions contained In said policy form would be as follows: 1. General and Special Butte County taxes for the fiscal year 1973- 1974, a lien but not -yet due or payable. 2. Certificate of Sale No. 1991 to the State of California fror delil quent Butte County taxes for the fiscal years 69-70, 70-71, 71-72 and 72-73. Amount necessary to redeem, including penalties, interest and (continued) v s DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of the Southwest qurter of the Northdast quarter of Section 2, Town- ship 22 North, Range 4 East,M.D.B. & M., described as follows: COMMENCING at a point in the East line of the Southwest quarter of the North east quarter of said Section 2, distant South 0° 22' West 210.00 feet from the Northeast corner of said Southwest quarter of the Northeast quarter of said Section 2; thence South 0° 22' West 198.00 feet to a point; thence West 460.43 feet to the true point of beginning for the parcel Herein described; thence from said true point of beginning East 460.43 feet to a point in the East line of said Southwest quarter of the Northeast quarter; thence North 0° 22' East along said East line 198.00 feet to a point; thence North 89° 58' West 385.00 feet to a point; thence in a Southerly direction in a straight line to the true point of*beginning. TOGETHER WITH a non -exclusive -easement for road and public utilities purposes 60.00 feet in width lying 30.00 feet on either side of the following described line: • COAiMENCING at a point in the East line of the Southwest quarter of the North- east quarter of 'said Section 2, distant South 0° 22'.West 210 feet from the Northeast corner of said Southwest quarter of the Northeast quarter of Section 2; thence -along said East line, South 00 22' West, 198.00 feet; thence para- llel with the East-West centerline of said Section 2, West a distance of �. 400.43 feet to the true point of beginning for the line to be described; thence from said true point of beginning, continuing West and parallel with the East- West centerline of said Section 2, 127.19 feet; thence North 84° West 699.77 a. ":feet; thence along the arc of a tangent curve, concave to the Northeast, hav-i �,Z. ing a radius of 100.00 feet to the intersection with the Easterly line o£ the, xh Concow-Flea Valley Road as the same existed on December 29, 1961, and the .ends r. of said line. !!'LEXCEPTING THEREFROM any portion lying .within the above described parcel. . W'�F Said right of way is for the benefit of and appurtenant to the lands of the `k Grantees herein and shall inure to the benefit of and may be used by all t' persons who -may hereafter become the owner of said appurtenant property or ark} parts or portion thereof. 1 !y 1 ' i costs $540.58 if paid on or before August 31, 1973, according to the estimate of Butte County Treasurer -Tax Collector's Office.. 3. A right of way for road purposes as contained in the Deed from Floyd Donald Clark and Shirley L. Clark, to Ralph E. Miller, et al, recorded September 2, 1966, in Book 1442, of Official Records, at page 86. 4. A Deed of Trust to secure an indebtedness of $3,397.03 recorded October 11, 1967, in Book 1490, of Official Records, at page 382. DATED: October 6, 1967 TRUSTOR: Robert E. Reeser, an unmarried man TRUSTEE: Mid'Valley Title and Escrow Company, a corporation BBEE EFICIARY: Ten Seventy Corporation, a corporation Af ects this and other property 5. A non-exclusio►e easement for road and public utilities purposes k,. as contained in the Deed from Robert E. Reeser, an unmarried man, to. Nadine E. Lanier, et al, recorded November 28, 1967, in Book 1496,• ;.._ of Official Records, at page 190. PURCHASER: Edwina Jean Earls VD:djm August 2, 1973 E.H. MSE ONLY Slot Plan Attechodd Floor Plan Ace had Sam to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1012�� & Q-� , , S Owner Location AP# Plan Approved for: Sewage Disposals Wa v Su ply• 7 Public Private W .l Clearance for dwelling. Otheri V�jIlQ� 'viol Pl A rJ 1 � Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 ! - --- ' | | / ! . . . / i | � i | � . ( ! � �`� i\�| / | . . !| . (JO | ' . -7�r����/ M/`���` � . . . . . � |( J' ' ! . /�~ / p ~_ �' � L8� .� !�J ._' WINGIDOAMMENT na WOV 1- k- 6 w" i1s�� •� a r rr �1 s 1 f �■ -7-2 T -F - AID DR RuMe 'ne tE;lLv iron re T�l T�l -T n 11(eal rl eli Vi s, M.H.I. -2 ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ ...... ........ ......... ........................ 0 ...................... ................... Mobilehome Manufacturer: SKYLINE Manufacture Year: 26 2002 If other than single wide, furnish Setup Model Number: D948 CT Width: 25'8". (fL).Length: ... 60'_(fL)'t'agalo'ng-.or.ExpanA'o.-Size(ft.) x On all mobilehomes, manufactured after October 7, 1973, furnish manufacturer's installation manualand structural- setup --sheets. FOOTINGS: Wood,pr.mqre-tre 11 -IR" oundation grade [X] Other: M --Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE' - Line I Line I Line 2 Um2 .............................. Line 2 Main Beams .......................................................................................... Line 2 Licke I Liu 3' Line 2 .........................................Main Beams .................................................. tine 2' Line I We 5 Tag or Triple Line 4 ........................................ Lhz Line I Piers: Size minimum: Spacing maximum: From ends -maximum: Line 2 Piers: Size minimum: Spacing maximum: From ends -maximum: Line 3 Roof Loads: Size minimum: Location (from rear): Line 5 Roof Size minimum: Location (from rear): h1k Line I Openings: Size minimum: [12] x [24] Each side of openings with width over: 4' 0" Line 4 Piers: [241 x [241 Size minimum: I ]XI I 6 . Lq ,:S pacing maximum: L 2 v From ends -maximum: 124x24 136x24 1'12i24 111x24 12x24 36x24 12.,24'jI2i24'j12x24_ I -ED' I [0'0w 13-4- 1 1714n I 21'4V 125-4- 128'0" 4818" 51101'"5616"-f 60-' a' ITTE COM OVER NDTN BUILDING DEPARINO APPROVED V M.HJ -2 ............................. ............................. ....... �IO�1 ........�............................ ................... 1 . Owners Name: GERALD & ELWYNNBELL 2 . Assessors Parcel Number 058-340-024 3. Installers Name: SKYCRE$T ENTERPRISES'"` 4 . Is the site currently under permit? Yes [ ] No [X J Permit No. 5 . Is the site an existing site: Yes [ J No [ X ] (If yes, fiunish two plot plans). 6 . What is the electrical rating of the mobilehome? 106 Amperes.. 7 . What is the mobilehome site circuit breaker rating? 100 Amperes. 8 . What is the electrical rating of the mobilehome site? 100 Amperes. 9 - Is the main service remote from the mobilehome site? Yes [ ] No X If it is, what is the rating? Amperes. 10 . Is there any other electric load to be served by the mobilehome site electric service (Le. 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 or tank to the mobilehome? 30' 14. What is the mobilehome gas demand? BTU.* *('This information is. not.required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO -' PROCESSTffiS"PERMIT APPLICATION uailu;cuU� 1S: urs FAX 1 53u 866 7862 SKYLINE HOMES • . •'t'lEiy CGS 6TZ Frm o oo I cn cn Q b v � N � —�•� � Et # O ! _ g 5 a xlo'° N o C m z CD F4 CP n �. I I � 4 O G 7r.Si I -- I pl I #p�• I j � � L a A • � b b 0 002 ZT :zT 66E [-j z -1o0 9 04/16/2002 08:40 5303429174 CHICO BLDG SYSTEMS PAGE 04 1 O �iTE BullullmANG D. 'ARTMENT APPRU V - IE 1) c Under authority of - PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�Q 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the landowner. Driveway Standards [j 1273.02 Surface. All driveway surfaces and structures (bridges, // 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [� 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [[] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 �'" feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of - PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�Q 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the landowner. Driveway Standards [j 1273.02 Surface. All driveway surfaces and structures (bridges, // 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [� 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [[] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 �'" feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3 AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. C� 1273.11 Gates _I 1. Gate entrances shall be at least two feet wider than I the roadway it serves. [�) 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [x] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre arid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. ] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ral inspection of a building permit. Page 2 of 3 C I AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials r-6 Y Date Signature Page 3 of 3 VECTOR DYNAMICS FOUNDATION SYSTEM WIND 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 PAGE 'NUMBER 3 4 5 & 5a 6 7, 7A, 7B&7C 8&9 WIND ZONE I - SINGLE SECTION - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION WIND ZONE II SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System A P rg"',R 0 V E D Release Date 8/13/2001 Engineer Approval c� LL�;� 26070 r� s✓,�i.1Fc� HEALTH �7laef�VdI18551 SUBJECT TO COR; _CTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIJ::S State Of California Department of Housing and Community Devc1cpr,!ent D STANDARDS Date 9-/0'v/ NO. -- I I — r a (�� Plan Approval Expires `7 — • For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Irnroduction 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- tion 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 requirements,The following characteristics apply to both single and multi 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 I • 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 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., 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 11 & 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 Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. c Page 2 California /2001 56 i ma: Maximum Pier Height (Wind Zones I & 11 only Figure 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; Unequal Pier Heights ( Wind Zones I & II only rIyure c 5 in. iax. Vector Dynamics may be 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 ialll /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. 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 support. 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 001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS Lo"g snort /\ snort Clear all loose vegetation from the immediate �u-bo tt u -bou area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. i 2 square foot i 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) ILI A ,. �� O /O cp 1 N �Y Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. D 0 ob ,1 N, 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground 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 - 44 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 start (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: 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 California M001 Vector Dynamics Foundation Systems ector a �� °narrres-: Component Parts Listi, _ w„ 00 �� ao Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts _ = 2 g Vector System Q s Kit # 59007 I� Part #'s included: 59275, 59282, 59276, 83044z & 10999 Concrete Vector System e Kit # 59008 (for single stack blocks) ®O 0 O G Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California 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 0U1 Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 ? =' Or these products available at your local hardware store tess�<e `tea`�l Ay,QIP Xpo I Zea.2 QOQVCQ\Qe � q° Sc�eY\e Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) 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 ®0 0 5 0 0 0 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 LinkSlotted Bolt Part # 59282 11 Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor® ® Short U -Bolt w/Nuts & Washers Part # 10530 o Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page o Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-1/2" Strap Protectors Qa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Sam 000 i�, Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o.. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 Earth Anchors 10 ft. P/N 59210 12 ft. P/N 59211 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head 12" wide Part #59269 ��� ; Black Paint: Part #59292 Galvanized: Part #59294 �e o Drive Rods` ® Part #59113 e 1 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) 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 rpust 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 concretf Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 for single stack blocks actor or Vector Kit #59006 (for single or double stack blocks) t. Page 2 of 2 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. Turn slotted bolt until straps are tight using at -least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete f c California 6/2001 WIND ZDNE I — , I Vector D namics Systems Required _ _ - - -' - " - ♦ J ` I for Single Section Homes (Materials Required) cti%OO'no'lle Ms. 5\ ag'M9 fog Stagy anon man EXaMp\p Wfs 9e�sc be to home to \\lusttat%odnspacin9 m ds at - ♦ ♦ 1 , 1 ♦♦ \ lam, — �—' —— ♦ 1 CD 1 , ♦ ' o.c.lYP. ♦ ♦ 1 - 34 N. max' 1 r NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. n n� O N� 00 N O O / Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), (not to scale) 1-1/4" frame ties w/4725 lbs. min. breaking strength. �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 • Anchor and stabilizer plate combination Each Vector Foundation System requires V One \kclor Kit, 2 slotted bolts V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut WIND ZONE I Vector Dynamics Systems Required Single Section Homes , I \ Difficult Soil Conditions e�tiOn h�ysemsal g�;delines- _ " I 1e p{ a e� �a; sPa o(ge°ns 5 11a ion mann _ - XamPs ows 9 st be ko d--__-- 1 I \ oras an 1 I \ lionP _--__- --az_- �oun f. Vii::? - V ly (0 (D 0 N C) c� V -Drive anchors are used only in WIND ZONE I (not to scale) Home Length r Vector Systems Anchors Required Each Vector Founda(lon System requires Required Per Side ' 0.019 34 0 to 72' 3 3 NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing 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 must be oal5istent with home manufacturers'installation 1 4 Instructions and/or state requirements. Maximum allowable working drag load 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. min. breaking strength. v whan ,cl— , n, a e—h Home Length r Vector Systems Anchors Required Each Vector Founda(lon System requires Required Per Side ' One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolls 2 ea. 1-1/4 in. tie, 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 73' to 90' 1 4 4 member (center com ression memb I p e on y) I cor 1 TDE adjustable steel strut V" Drivc Anchor, Part Number 59269 2 ea. 2x4 pressure treated wood for 1 Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the Sq. ft. pad "V- Drive Anchor connections. D�WN urrrNl,aurc Metal Pier Sets ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 7 2 ft. (Materials Required) - - - home s. \\nes \e Slot r siske a% 9u\de _ - 1 o� a 72 �a\ sP 9\nrt9te°�S R' I EXamPr,noWs 9eust be to ho \\\estrat^d SPac\a9 ds a ♦ ♦, , (C)♦ - - max tip. (D r 0 n) ,-s O-may.—V-- 0 - G _ - - - - t 94 K max• o.c.tyP. 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 - Hncnor ano staouizer pate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. n`i 0 AV a INJ 0 WIND ZONE I Vector Dynamics Systems Required " _ " - - " " " " " �Se�t�°� (r sy tefnsa\ gU%depes.' for Double Section Homes - - " - " " " it doub�e ve`` mai f a �2 \ sPacln9e (Materials Requiredl " EXamPsho s ge.Woe to hO`" - " " I 11\ustr atria sPacin9 ads , ` dat\on Pa - 4, , I I - I \ ,. 44 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. is practicable along the length of the home. Icier spacing must be consistent with home manufacturers' installation instnuctions and/or state requinernen . A2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundatlon'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 O 3 W Co N) C:) O WIND ZONE 1 Vector Dynamics Systems Required %(%as for Multi Section Homest SP home e vmel all (Materia* Is Required) 'a mus kl\ 0 anat d S9 Foundation asv 21t Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE I 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 systom.Pler spacing must be consistent with the home Installation manual. 2 sq. ft. pad/ 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 I TIDE adjustable steelstrut Anchors Require Home Length Vector Systems 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' i 4 Vector Foundation Systems0 up to 76* WIND ZONE I 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 systom.Pler spacing must be consistent with the home Installation manual. 2 sq. ft. pad/ 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 I TIDE adjustable steelstrut WIND ZONE II (Hurricane) I � Vector Dynamics Systems Required for Single Section Homes - , _ home (Materials Required} - - - - - _ - - 1e Secve� or Symaf\\3 of a erg tat sP glome _ - EXamP bows 9 u51 be 1 , - - = - - - T ' \1luasr andsp a actn9 m 1 d3\1on oull C7 WIND ZONE II (not to scale) 7 - rid Du N O C? 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Side * 1+ . - - - "NOTE: For single section homes - - ' with eaves that exceed 6 inches wY`.F in Zone 2, two additional frame 5 tie anchors with stabilizer plates 5 (one anchor and one plate per 6 side) must be installed in additon 6 to the number of anchors listed 7 in the chart below. 7 Maximum allowable working drag load 8 for the Vector System with the steel Soil Classifications: compression strut Is 3,150 pounds per 2, 3, 4A, & 4B the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side * 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 state requirements. 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 membe r or 1 TDE adjustable steel Strut N rQ CD rn n O LV CD N 0 0 WIND ZONE II Vector Dynamics Systems Required " , _ - ' " " - ' ` ♦ - " - C un' " - __E,Xtraafnp1o'm I e det;n ofor Double Section Homes Se,�°�os1stes for m1 9v` oube (Materials Required) c1n9 sta11at%on Wfa '(31 SP 9\ ds5hosn�5pe to (111unpacln9 dation padS_ - ♦ " -♦ ♦' ?,I • ` \ a- 1 — I ♦ , _ �, "'. ..�:. ..:moi — __ 1 — _ I _ ..:ice ism ♦ , ::•?. ♦ - yt- 214 to �I Maximum allowable working drag load for the Vector System with 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 Reciulred Anchors Required Per Side " 0 to 48' 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 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 tiff WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) v co CD J v IV O O 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 gatdetines• ytnpla oe Brat sP home instatta - I ` I to I : t� sho P`"s must be sPa�t^9 - ads ;r I . 'Fou^dation 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. sq. ft. pad Soil Classifications: 2, 3, 4A, 6 4B Soil Bearing Capacity: 1.000 PSF 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), wilh vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 Ib. 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 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 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 of 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 9 0 0 Page 18 California 8/2001 OWNER: LOCATION: PRE -INSPECTION REPORT DATE:' CONTRACTOR: ( ZONING: T-R_S 7 PRE-INSPETION FOR: �M 4 fl-P_((n: d E-1 DATE TO INSPECTOR: I ' IS-r7Z PERMIT HISTORY:( ) NONE ( ) AS FOLLOWS: BUILDING INSPECT'OR'S REPORT Building Description: Electric: Gas: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedNacant Yes No Electric currently On Off Condition of Electric Natural Propane None I Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewaseProblems r 11 ACTION Inspector. _,Z�= lJ HOLD Date Sketch buildings on reverse and indicate location on f Cauzew C&A - -46CIO c�P"t, COOP-- property COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, California - BUILDING DIVISION (Rev.' 95965 tRP - Telephone (530) 538-7541 p APPLICATIONAND�PERIArr ERMIT NO AS �,` ARCA W Y9EA BUILDINGPERMIT owwEns WWNO / / DOE" SD. FT. OCC. _ VALUATION SKYCREST CUPM ENTERPRISES T OOMfa -TO" W LM ADOR[ts 342 2694 /, A 95973 CG�TR —UNLEMM LENDER'S MARLAQ ADORPSS Fire lace A"`�OAE"OiN� Total Valuation S UCENC¢ NO. AACWg= OR Enver Fllln Fee b 20.00 Permit Fee ADO'S �Gi iU�v Plan Checkln Fee b - Ener Plan Checkin Fee b b LOT NO YVBONNION'SNAMEPARce� NAP PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Tra 7.00 SF O Duplex Co Mobilehome O Other Solar or heat Pump water heater 23.00 ePEcw Water piplinj 15.00 TYPE OF WORK Each as water heater or vent 15.00— 5.001'ow/11. Now /11( Addition O Remodel O Utllltles O Installation O Other O Gas I In stem 1 • 5 outlets 15.00 ,�/ C Describe Work: 1tr�%fC�/j%/�,lesr� Buildingsewer 15.00 MobileHome S G W r C, I 020.00 --�'�— PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 6O0V OR u:ss r- + 20" OR LEGS I 23.00i Main Service If tow TO IOOOA 48.00 OWELL04 OCCUP. a ACC. e+De. 3.5eF°' *PERMIT $ �a7�• SRA $ SHERIFF S OTHER $ Cr' r $�- AMOUNT RECEIVED $ *RECEIPT NUMBER *TO BE PUT INTO COMPUTER Ex. Occup. OVrtET OR FWUREY 20 ® +.00 SAL .50 EX. OCCU OBD ApVt � 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 -"1Ai8b�CIFTng 23.00 I I PERMIT FEE S MECHANICAL PERMIT RIing Fee 20.00 He Ina 8.50 I PERMIT FEt ! $ 5/ I Moblle Home Installation Fee S Energy Inspectlon Fee $ Oro OOh*T. TVP! TOTAL FEE $ FLOODNAZ. D. FEES IMP FLOOD COr I PARCEL PO rO 64UE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ' A.P. 58-34- 44 EDWINA EARLS 1400' E. off Oro-Como 14 d d 600' N. of Jade Shop 1 F Permit 1664-74P,E (util. for MH) AP 58-34-24 EDWINA EARLS &�4/1 c 14001 E. oc of ow N of, P Cont A mir Permit #4714-7AS'(A N 58-340':02.4 Y�� �sf �' i'e Property Location COUNTY OF AMADOR 1972 - 73 SECURED TAX BILL FOR FISCAL YEAR JULY 1, 1972 TO JUNE 30, 1973 N n it, W Z^ OU Q Amador County's Assessment Ratio is 25% of FULL CASH VALUE Pay to: ELMER G. EVANS Treasurer & tax Collector CHECK # 108 Court Street Jackson, 'f 64 DATE LAND Impvts Per. Prop. Hmn.. F..mpi�a NET FULL LAND Impvts Per. Prop Sold to Si PAY AMC If you no longer have a contract with your mortg this parcel number, you may forward your remitta you wish your payment applied. If you have any questions concerning your taxes, PIE Arnador County Courthouse Jackson, California 95642 Tele: (209) 223-0532 COUNTY OF BUTTE ., , JOFFICIAL_RECEIt� 1� . 126638 2ll J V Z, OFFICE OR DEPARTMENT ISSUING RECEIPT / �./' � � � n iii 1 Iv Received from •('�4 titci The S 4 of . $ d� o© For G' I((D/4¢,�j,S) Received By / Tide By Ak Admiral Awnings 153 Otto Circle Sacramento, California 95822 Gentlemen: February.11, 1975 RE: Building Permit Application #4714-74 With reference to the above subject and your application to erect a mobile home awning for Edwina Earls off the Oroville Concow Road in Concow, this -office has been unable to issue the required building permit because we have not received an approval from the Butte County Health Department regarding the location of this awning with respect to the sewage disposal system. On February 7, 1975, this office was informed,by the owner that you have'already erected this awning without the required permits and inspections of this office, and further, that the awning collapsed under a recent snow load. would you please contact this office within ten days of the date of this letter and advise of your intentions with regard to this matter. JFG:hmp CC: Edwina Earls Rt. 1, Box 239 Oroville, California 95965 Yours very truly Clay Castleberry Director of Public Works J. F. Glander Assistant Director 1� z -/Zp T7J j 4 ( & i"( 11 7,3 @a!(ed �a! �Tiaur�soK ee-izlod lk�'. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive — Oroville, California 95965 ' Telephone: 534-4541 /APPLICATION AND PERMIT auutuncc representauvezj ur ure t,uunty ur tune to enter upon the above-mentioned property for inspection purposes. f X ZU J Q%%G Date Signature of Permittee or Agent Receipt No. /.� 6. 6 138 — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building Permit Expires Date I BUILDING Owner �� -- s SQ. FT. OCC. BUILDING VALUATION a Maili r opeo U Fireplace Contractor Total Valuation Mailing Address ` O Permit Fee f Plan Checking Fee&/or Penalty CA Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 tt QFE OP.O—C()A/60 )to Repair drainage or vent piping 1.50 Water piping 1.50 G� ,,fi(� op Op l.(eoC; I I I dE Each gas water heater or vent 1.50 A. P. No. -.Gas Zoning piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanitation Planning Building sewer 5.00 �� � � s/-Sy`7 us/-Sy- / Fees,/ I W. d/ R/W I Encroachment Lawn sprinkler system 2.00 NEW ADDITION ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURESingle Family ❑ Duplex [:]Others Range, dryer or water heater 1.00 n�ST`R'UCTURE W14 i it FO2 InDI, ©yam Oven, Cook -top or space heater o .00 Light fixtures Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No. 1 -3 63 Classification �p t ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby jjPermit In Strumentationtrpn gtamian $0.07/$1000 Evaluation $ TOTALt PERMIT FEE $ 0 auutuncc representauvezj ur ure t,uunty ur tune to enter upon the above-mentioned property for inspection purposes. f X ZU J Q%%G Date Signature of Permittee or Agent Receipt No. /.� 6. 6 138 — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building Permit Expires Date I ADMIRAL AWNINGS INC. CONTRACTOR ADMIRAL AWNINGS INC. ADDRESS,z�� OWNER INSTALLATIONADDRESS DD. FT Ri VALUATION REQUEST FOR PERMIT ORDER k STATE# C61 - 261 - 363 APPLIED � N d CONT _ PERMIT PHONP-#-Z,�� FEE En- cu 4. .PHONE Q) C O C-00 :w U 4O � O N A B�DG. DEPT. 4- c DESCRIPTION & REMARKS C G%-% � k�7 '� ff +rut o N.tv nU,N E NOTES: Q 4- ,� N � D OPEN SCREENED CEMENT SALESMAN'S Ov ❑ElSIGNATURE" 0 -------- - ---- ----- - - - - - - j •3 O_ ORDER M g 2 Q, o f N a C t C E V/ 12 r, 2-4 2 >` W�� o o j� 4 4- S 0 ` tr) C) 0 O Q� N -Q> m N MOBILE LO fa HOME N C N 14 - s E — +- CN .E u o i O 10 H Q) N0- CCO C �i- Q L m m -0 Q) x �3} N U ro �C x +✓_� o. N O O E 4-- ro f E a C tn O r c C ` O i N Qm m p (D _ In ro O E .E H O OC Cc C w- �i- m m e� c o +✓_� o. L N -. O.2.aJ V s S 0 c y O c m .- L . ci ti O PARK. NAME SPACE # ' LL PARK MGR'S rz AUTHORIZATION TO INSTALL TENANT PARK m s ADDRESS NOTES: .01i e SIGNA PARK MGR'S SIGNATURE i.I FORM AA 124 ADMIRAL AWNINGS INC. "DEPT. OF BLDG. &SAFETY I FAC114 Zyz.,SQ JTL. Tu81N6 j'�- *FALlelr CO✓BR P.aNBt ` COt.0 M/Jr/ .T P FACIA' �SEE SC//EO/iE FoR Coc ui✓ii/ SOiVf/N(. ' L ENG TN ✓AN/ES FFrr L A N . Cov�R P.lnEt�FAC/C I/Ep,OEe' ATTACH To NEAgEp?Y �QTdB/NG _. �Y/2- %O „BotT} 2 Coc u,uNJ 7 •875„ D D COL At 11;s o ToN .so A2., QoL rS �•�2/2'•so. COeUMN � �2 SCOL UMN COMAIEC ?_/o/./ CANliG EVER 'PLACE J - IL A6"1'' STc I BA,P AS � ,U' -$'//o WA' EL EI/AT/ON 1ti 2Q � O - i PR of ECTIOA3 END v/E; SCHEDULE �/z'SQ• sTL. COL. ko-TELTIoN Cove¢ PANeL'if" LYUMN -SPACING F'po r/NG �9�rN "�" EAveR V ,f NAN6 Fo NG OTI DEPT '•d" 0.018" //=/O" 129" 4'8" ✓o =0" O 018^ /O: -7; M x39' Co Ne 'ttTYA 9 z" /2'-O 0,018" 9,8" Lz9" 3'-/0,. O" 0.027" 9=0" (z9" 3L 7' /s,o'• O•oe" 8% 24" 3'4" =0" 0.036" 9-� S" Zq" 3'4" /&'-0" 0.036" 7-'//11 z9" .l z" O.o36''- /�" //=Z" =3" 7'6'• 8' 0" 2oPsF O. of 8" /6 t/0" /0-0" O•oL�" /S�o" le) =8" S 0" 7'.Z" O /3'0" 0.oJ6' / =3" 9=1" u � O �SEE SC//EO/iE FoR Coc ui✓ii/ SOiVf/N(. ' L ENG TN ✓AN/ES FFrr L A N . Cov�R P.lnEt�FAC/C I/Ep,OEe' ATTACH To NEAgEp?Y �QTdB/NG _. �Y/2- %O „BotT} 2 Coc u,uNJ 7 •875„ D D COL At 11;s o ToN .so A2., QoL rS �•�2/2'•so. COeUMN � �2 SCOL UMN COMAIEC ?_/o/./ CANliG EVER 'PLACE J - IL A6"1'' STc I BA,P AS � ,U' -$'//o WA' EL EI/AT/ON 1ti 2Q � O - i PR of ECTIOA3 END v/E; - /✓OTE.' MAY BE USEp f7J /1 20'r/o "L/uEtowo ST,QtyCilj,Ptr I W/TN CO[�MA/ SPAT/N6 AND Go✓E.Q f?'1.VEL"LA"f ROM FAC/A NEADeR /OPsF. FREESTANDING STRUCX ,,'TORE .Al UCE ND -L17-/ (e PL A Al covE,e PA/VEe GVEKNAN6 CJONrI LEVEZ NE 90" Z/Z:50. Sre TuB/NG ') CotA..wNS rasI SCHEDULE �/z'SQ• sTL. COL. ko-TELTIoN Cove¢ PANeL'if" LYUMN -SPACING F'po r/NG �9�rN "�" EAveR V ,f NAN6 Fo NG OTI DEPT '•d" 0.018" //=/O" 129" 4'8" ✓o =0" O 018^ /O: -7; M x39' Co Ne 'ttTYA 9 z" /2'-O 0,018" 9,8" Lz9" 3'-/0,. O" 0.027" 9=0" (z9" 3L 7' /s,o'• O•oe" 8% 24" 3'4" =0" 0.036" 9-� S" Zq" 3'4" /&'-0" 0.036" 7-'//11 z9" .l z" - /✓OTE.' MAY BE USEp f7J /1 20'r/o "L/uEtowo ST,QtyCilj,Ptr I W/TN CO[�MA/ SPAT/N6 AND Go✓E.Q f?'1.VEL"LA"f ROM FAC/A NEADeR /OPsF. FREESTANDING STRUCX ,,'TORE .Al UCE ND -L17-/ (e PL A Al covE,e PA/VEe GVEKNAN6 CJONrI LEVEZ NE 90" Z/Z:50. Sre TuB/NG ') CotA..wNS rasI PRO J EC7-/o1V �/z'SQ• sTL. COL. — •Y8`PER FT. MIN• Sc Oh_E. GOLuMN SPACING 0 CaVtR RANdL PtANG Fo NG OTI DEPT '•d" 9cs" -9%,s7-4. Bar 7=2" a CovER PAH6t 7YA /,S„ OVER HANG 14 "x 24' 'll . - M x39' Co Ne 'ttTYA L__, re. BAP. 2% Sc?.STc. COL. Q.� PLATEN AT, FACS 14= o" TO c,r INTO - HEA0EK END VIEW i 2=0' 30". 0.036 6s3` FAC/q 2=O° BSrace i ;d STc. BAR AS AS " •�.i._ NOwN EL Z -VA TION SQ • ,ee.• •ueMe NA ♦Me�No �A�U—L N e. e0.. N. v.—eee.•.e.re�.wr. �e F t . t O � n p ac FAc/A. TYP 20 P s -F FREESTA NDING _,S'TPU C TURF ' e BUTTE COUNTY BUILDING DEPARTMENT I. So/ -/C .iiEAv/ OuTY ENo FAC/A MOc TIotC rrP• //EAo6e HEAVY Da ry I/eAo&m -SEE S//.oz17-3 ryP. FAC/A GOt UMNJ,T/P.� NOTE.' St.OP1E Co vrl,@ PANELS � 3/Bd/FGoT. AaR Co✓tve 190N6t l'N/c,<NE.ss SEE ScNEOUGC osLow. S CHEF UL E PROJECTION COVER ?ANEL'•t" GOLuMN SPACING I/ERO ER OVtlRHANG CaVtR RANdL PtANG Fo NG OTI DEPT '•d" 9cs" 0.0181, 7=2" .2 /,S„ 30" 14 "x 24' 'll . - M x39' Co Ne 'ttTYA L__, re. BAP. 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