Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
079-240-052
;w T 1652-91P -E ,3URRUSS, Matt' �795Pi6e`c'iest R Oro' Vi -Utilities/mh,) C LE ,M) OMPACTION _TEST REQf UPPORT STRUCT REQ Pe'rmlt#1999-91MHj (install _mh): % -piBMIT67-0372 BURRUSS, Vern'—, 2795" Pineciest, Rd. Ir Oovil Cont:., Jerry,:H6dsor*, . _', , - , , ? . 1". ) "� I- - Z MHI.Ex'Si' plan '03- FORRESTER,'S,kM FILE 2795 PINECREST,'O`R'(S.V'ILE EX MH PERM FND EX SITE ..-03-2292. FORRESTER, SAMy. (_2795 PINECREST,,OROVILLE- MISCELECTRIC ENVIRONMENTA�L. f. HEALTH CLEARARAN C*E, DATE., 403 r l Recorded I REC FEE Official Records I RECORDING'REQUESTED BY: County of i CQNffORIED COPY 1.60 Butte I. CAid1fRCE J. GRIM WHEN RECORDED MAIL TO: y County Clerk-Recorderl 'Butte County Departm nt of Development. Services ISA 09:09M 23 -Feb -2W I Page 1 of 4 Building Division 7 County Center Drive ` Oroville, CA' 95965 NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM THE ATTACHED DOCUMENT IS BEING RECORDED TO CORRECT AN ERROR IN THE UNIT DATE OF MANUFACTURE ON THE NOTICE OF MANUFACTURED HOME , (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A. FOUNDATION SYSTEM, RECORDED ON 18 -AUGUST -2003 UNDER SERIAL NUMBER 2003-0055438. THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING r INFORMATION. r RECORDING REQUESTED.BY: ff 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 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 Califorhia 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. SAMUEL B. FORRESTER AND MARIE L. FORRESTER REAL PROPERTY OWNER/LESSOR MAILING ADDRESS P.O. BOX 614 95965 CITY COUNTY STATE MAILING ADDRESS 03-2075 (530) 538-7541 PALERMO BUTTE CA 95965 CITY COUNTY STATE ZIP 2795 PINECREST ROAD DEALER NAME (if not a dealer sale. write "NONE") INSTALLATION MAILING ADDRESS, IF DIFFERENT DEALER LICENSE NO. OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (iralso property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2075 (530) 538-7541 G PERMIT NO. TELEPHONE NUMBER IVAAA— 60" 8-13-03 SIGNATURE OF L AL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale. write "NONE") NONE DEALER LICENSE NO. ZIMMER 1987 NASHUA MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER ZIDBNC752243B28046XXU/XX 24'x48' IDA 089226/5 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEQ&L DESCFUPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 036-310-082 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. - Description Order No. BU -210247-3 KB The land referred ' to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: BEING A PORTION OF SECTION 34, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WEST LINE OF SAID SECTION 34, WHICH POINT BEARS NORTH 0° 36' 00" EAST, 1,781.86 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE LEAVING SAID'WEST LINE, NORTH 890 25' 30" EAST, 1,641.78 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING, NORTH 040 17' 10" EAST, A DISTANCE OF 694.24 FEET; THENCE SOUTH 670 01' 38" EAST, A DISTANCE OF 419.62 FEET; THENCE SOUTH 12° 47' 02" WEST A DISTANCE OF 533.29 FEET TO THE CENTERLINE OF A 60.0 FOOT ROAD EASEMENT; THENCE ALONG THE CENTERLINE OF SAID ROAD EASEMENT SOUTH 880 20' 04" WEST, 275.34 FEET AND SOUTH 89° 25' 30" WEST, 45.0 FEET TO THE POINT OF BEGINNING. AP#: 036-310-082-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILrI'Y PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT A POINT ON THE WEST LINE OF SECTION 34, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH POINT BEARS NORTH 00 36'00" EAST 1,781.86 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION; THENCE FROM SAID POINT OF BEGINNING, NORTH 89° 25' 30" EAST, 710.00 FEET TO POINT "A'; THENCE CONTINUING NORTH 89° 25' 30" EAST, 976.78 FEET; THENCE NORTH 88° 20'04" EAST, 525.34 FEET; THENCE SOUTH 400 24' 52" EAST, 94.27 FEET; THENCE ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE RIGHT, WHOSE TANGENT AT THIS POINT BEARS NORTH 49° 35'08" EAST, THROUGH A CENTRAL ANGLE OF 310 05' 09", AN ARC DISTANCE OF 70.53 FEET; THENCE NORTH 80" 40' 17" EAST 204.70 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 830 35' 50" AN ARC DISTANCE OF 291.81 FEET; THENCE NORTH 2° 55' 33" WEST 312.79 FEET TO THE CENTERLINE OF LOWER WYANDOTTE ROAD. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT POINT "A" REFERRED TO IN PARCEL U HEREIN; THENCE FROM SAID POINT OF BEGINNING NORTH 00 07' 00" EAST 910.00 FEET; THENCE NORTH 27° 41' 00" WEST, CONTINUED PAP -- CO NTRVUED Order No, BU -210247-3 r, 270.00 FEET IO pOINI, B THENCE SO THENCE CO FEET; TENCC p911TH 89 0" WEST 240.00 FEET. NORTH 270 41' 00l, yyE 430.57 FEET TO ° 30 WEST 454.00 FT71E C�NUTH 70° , ST' 240.00 THE END OF S 49 �, FEET; SAID EASEMENT CE SOUTH OU VEST, 250.00 — CEL V' 85 25 151p WEST A NON-EXCLUSIVE ON EXCLUS EASE OVER �MENT BEG A STS OF LAND 60.00 EETINFOR RWM AND p ING AT POINT B PURPOSES OF BEGINNING, NOR FERRED TO 1N ' LYING 30.00 PUBLIC UTILn y p 220.26 FEET NORTH 62 06 0on PARCEL III HEREIN. ON EACH SIDE DOSES THENCE NORTH 48° 59' EAST 540.04 SIN; THENCE FROM SAID pOLINE Wy�DOTTE ROAD, 00 EAST, 457. 8 FEET THE NORTH 750 02' 591, �. THE CENTERLINE OF9 EAST LOu'ER MAR 16 2007 DEVELOPMENT SERVICES � - FOUNDATION SYSTEM r w CERTIFICATE OF: OCCUPANCY-T _- .. :� ... � .. , .v, � il� € �, .gk,.F•`v n. .. •�-'�- �'.-.r.�' �'c-+ +e+ .. a .� .' BUILDING PERMIT NUMBER: 03-2075 Address or location of unit: 2795 PINECREST ROAD, OROVILLE CA 95965 Legal Description of Real Property: AP # 036-310-082 SEE ATTACHED ' (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: SAMUEL B. FORRESTER AND -MARIE L. FORRESTER Owner's address: P.O. BOX 614, PALERMO CA 95965 INSIGNIA OR HUD NUMBER: IDA 089226/5 SERIAL NUMBER OR V.I.N.: ZIDBNC752243B28046XXU/XX MANUFACTURER'S NAME: ZIMMER YEAR: 1987 OFFICIAL APPROVING INSTALLATION: DATE: 8-13-03 PHONE: (530) 538-7541 H.C.D. 513C e NOTES t RESIDENTIAL ` PERMIT NO. 036-310;082 03-2075 ._FORRESTER, SAM'"""'' 2795 PINECREST, OROVILLE EX MH PERM FND EX SITE 4 ' .,• -• 1r \c • .. �1 4 - �•' ' it- +^.` - ` - 1 THE HCD FORM 433A FOR THIS MH CANNOT BE yRECORDED UNTIL,ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: : (1) LICENSE PLATE(S) OR DECAL (THE x INSPECTOR MUST RETREIVE). (2) STATEMENT. OF FACTS (ONLY ON NEW, 1pINSPECTOR TO; VERIFY SERIAL & LABEL #'S. �+ • r SPECIAL CONDITIONS ` CHECKED BY ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. I SPECIAL INSPECTION ITEMS � VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OF ICE COPY' r Address 4 GAS Meter p ' " ELECT ELECT • - - Meter B Date r JOB FINALED (Dat Signature J=OK 0 = Not OK able . Not Ready .MOBILE HOMES_ Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elk.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERM16NENT END SYSTEM (ONLY) 1 oiling Requirements -Setbacks -Easements Card B-1 Date Card B-1 Ings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 Blocki as; MH Test -Demand -Valve 5. ricity: MH Test Sewer Connected 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1' Date Card B-1 ro Ob7-7 lzll�,5_ �z et, e r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elk.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready I RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle _ 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Liot-Spa Light 35. Smoke Detector 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Cad B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound _ 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes O No/Planters 0 Yes O No 84. Stucco�Brown-Finish 85. A.C. Urn Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: s_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDZDIVONi7 County Center Drive • Oroville.- alifornia 95965 • Telephone (530) 5 T6 (Rev.12/96) _' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER zOAlz iy L BUI NG PERMIT OWNER Sam Forrester 533-4564 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO box 614 Palermo CA 104 R 59.616.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [,Fireplace LENDER'S MAILING ADDRESS Total Valuation $59.616. 0 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee 459.50/2 $ 229.75 Plan Checking Fee $ 23.00 BUILDING ADDRESS 2795 Pinecrest Road Orovi lle CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE $272.75 LOT NO. SUBDIVISIONS NAME ' PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 5, 05 AC_ SF ❑ Duplex ❑ Mobilehome Other SPECIFY Each Trap 1 7.00 Solar or heat -pump water heater 1 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation W Other ❑ Describe Work: o c� 85 Gas piping system 1 - 5 outlets 15.00 19-00 Building sewer 15.00 Mobile Home S G W La)20.0011 PERMIT FEE $ S QA ELECTRICAL PERMIT Fling Fee 20.00 OR LESS Main Service Main2o0A 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure isihot intended or offered for sale. L I, as owner of the property, am excl sively contracting with licensed contractors to construct the project. I ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 9L I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rth ith comp with those provisions. X__ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. BLDS. 3.5¢FT. NEW CONST. MULTI.OUTLET NONpESID. @7.50 APPARATUS a SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FDRURES BAS 0 .50 Ex. Occup. GurLEEDrsA A�ID.DEn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.0 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ _ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TO L EE $ y - HAz. D. FeFyv- I ADDCDF D S ✓ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above fo hich ees have been paid. / By Date 0 8h /D3 PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B. NARY- SSE S PINK -I SP T GO ENROD-APPLICANT ` o COUNTY OF BUTTE-DEPARTZENT 0#' DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 ASSESSOR PARCEL NUMBER _ 3� ©- �— Proposed Building Use:PK7 'sounter Technician: ' Date: Items required in order to a ply for a permit. All boxes MUST be checked Olk marked NA in order to apply. I . Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ . Energy compliance de§ig4 and supporting documentation in duplicate. . Manufactured homes.-WData sheets and installation instructions, (B) Marriage line information, Floor Plan, Tie down or 4un ation p ans 1 in du licate. ❑ etal bui rags: (Al Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 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 i Rem ning iteT ded to issue the permit. (May require addi 'onal pla review u o receipt of the following ' ms. 00- P g q� pP . . 14. Fees as on the attached Schedule of Fees Due Sheet. 1 D &,0 3 C� J 5. Statement of Intent for Non -heated and A/C Buildings. V // 16. anitation and plot plan approval from the Environmental Health Department in �' g _1 -0 3 ✓YDS 4 ❑ City of Chico Plumbing permit. _ LL,, ri 18. California Department of Forestry plan approval ❑ paid. /Zv&l" I V -,Pot ' 0 ❑ 19. Planning approval for (A) Use: (B)Parking: : (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ Encroachment Permit for driveway from the Public Works Dept. (construction approval�rior to occupancy). Pre -Inspection fory�k� Ci/J required. 4,n„✓A/ 23. Contractor's license in ormation. mber, Name Style, Classification). ❑ 24. Worker's Compensation Carrier and Policy Number. ❑ 25. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). ❑ 26. Letter of Signature authorization. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement. ❑ 28. Manufactured home utility clearance. ❑ 29: isting violations and/or expired permits. CIO ElGrant Deed, ❑ M.H. Title/Statement of Facts, etter from Legal Owner, heck to H.C.D. Ql M Other: LI' Ph Lf- Pwuc o_i ✓- b rAo When issued Telephone'^j—,�� �Q an old for pickup. I have been inr/m�ed of the above items and requirements for obtaining a building %permit. f9 Applica ; cX ,g '� Date: % -3! EXPIRATION OF APPLICATION Applications for which arpermi has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. 'The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department/ costs are not refundable. Original -Applicant e TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 3 _205 MJ4• . E.H. USE ONLY Plot Plan Attached </ Mae? Plan Attic d M f o2P2E57E�2 o�%'9SAiA Cle, 5v' /eoQ. D3lo �3JD-'O�� Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for ✓ dwelling. Other .2va7->� .Cf KR,6AI-4 AJ Hold final for: Final cl nce O.K. for: NOTE: ` Environmental Health 8/96 NYti . -.4 , .. .. y v^��•�'. . . .,.....��. .ems...-�n( ..�. ,.. "� . COUNTY OF BUTTE DEPARTMENT OF DEVELO11YIENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER '( Y' / PROPRO BUILDING USE p tA) rh 14 BUILDING PERMIT FEES --= alance Due ..................... $ --- Additional Fees Due........... $ .--- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) A.P. # 6� DATE RECEIPT # DATE REC. 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..:.. X # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES �� 1 $510.00 (paid at Building Division)_ 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) &:..WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) 7A //U3 Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg., Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. , APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) a 1 School District A.P. Number Property Owner ,,— { Property Location/Ac Subdivision t " UTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Q Building Department No. .lunisdiction: city t,-�—ICOunty Q3 -x-075 Residential Development Commercial/Industrial I ,Lot No. ............................................... Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion • .Permit # *(No foundation ecti inspon): ................................................................................................ inspection)' Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date 1 (door Plans reviewed by Scnool Ulstnct District Identification No. 0400-26 {--N5 Address) ,I► (City) has:complied with the requirements of Resolution No. representing J square feet. r, School District Representative Paid by Check # Remarks: District certifies that (Applicant) (Phone Number) ct? U (00, C�-f I -P �(State) (Zip Code) ' V J —9 0 by payment of $ AXX IFS 2926/ $ FULL MITIGATJ / N Oi $ r)1 0-7 . 5 -oma Date IL`nMm Notice: You may protest the imposition of the fees identified above by submitting a written protest to th&bii�stiict, in compliance with Government Code Section 66020(a), 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 (CEQAI, 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.As (10/98)dmm W Building Permit N ber: 5 -00 7S - Owner Name: rre� Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997'U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW - E] Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required -- - ----- Note: -We will normally accept -the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). I Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: 03— 207S; Owner Name: �� ►'�P s�c'.,� Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of _ feet from the side and � feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Jr CDF FIRE SAFE REQUIREMENTS 3�, iia -F2-. M - -LO7 r AP# ra L XI NAiME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. (� 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and 1 other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [ � 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 I less than 50 feet and additional surface width of 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, I 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 tuming radius of 40 I feet from the center of the road. ] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [� 1273.10 . Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 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. 1273.11 Gates ( 1. Gate entrances shall be at least two feet wider than the roadway it serves. {� 2. The gates must be located at least 30 feet from the roadway / and shall open to allow a vehicle to stop without obstruction traffic on that roadway. 3. Where a one-way road with a single traffic lane provides % entrance, a 50 foot turning radius shall 'be used. Fuel Modification 1276.01 . Setback for Structure Defensible Space [� 1. All parcels 1.acre and larger shall provide a minimum 30 foot \ setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. T1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AP# eo S - PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves 5Vz-f4 f NAME [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 nw t�6Et'. 5MM 95 �rNecrl.eSr '��. G 31 - RAw..I tai P,..,Y. �-7�io�03 r`LL STRUCTURES AND VERHANGS SHALL BE CLEAR OF ALL EASEMENM. O ELECTRICAL, MECHANICAL, AND PLUMBING A SET 18ACK OF yy FT. FROM THE SIDE AND CONSTRICTION (LVOT PLAN CHECKED ) 30 ,; FROM THE REAR PROPERTY LINES AND SHALLCOMPLY WITH CURRENT EDITION .—.._— fir.. FROM THE ROAD CENTERLINE SHALL BE OF - NEC, WC AND UPC. CLEPI/FRUCTURES AND EQUIPMENT E:CCL F�'. COR A 2 FT. EAVE OVERHANG. NOTE: '. See the attached Res'Identlal l anstructicn ? REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as submitted roved with conditions ! L per ate d skeet. �t�re Dato �R��t,4�n,sNT 01 L!y/y' die �a- 03- 2076 r11 -c OUNTf P P R V SEAT�C �Ysr S1+EDs /v';e,o' EACW Ex%5r—dC. VlZtvGa.wAy Ex1STtNL fnoRrc z. To r-j;C retx,ved r (�wr-►6Q'' S►aM �o(LRSST�'� fa.�9'ne�5: X795 r?114 (LSST 2� . wmdwwmummmo PLANNINO DIVISION' BUILDING PLAN APPROVAL p Y Date: Use:------ PA�9:----- Landsc p�9:�—�- . a - SCA 03-207S ,f . UTTE COUNT jA UILDING DEPARTMEN, 1-4LiE* c H T vlW Y Qy/Y6 i q fes' cr.' �i I I-1 Ic C 5 f Tr S�E�S EA[K \\EXkST/tic. l>IZIVCWAy Ex1STIr-t4 PI6r,IL.V. TO T W zr A I .h if e + :tl Efr,- �if- o� o� o o CO I .h if 1. Owner's Name: �r� �oSt2tSTc� 2. Assessor's Parcel Number: -,3 3. Installer's Name: �-s La m D 2 2 -GIS Tled� 4. Is the site currently under permit? Yes[ J NoKj Permit No. 5. Is the site an existing site? YesV ] No[ J (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? 1 p o Amperes. 7. What is the mobilehome site circuit breaker rating? © O Amperes. 8. What is the electrical rating of the mobilehome site? 2 00 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 (i.e. well, garage etc.)? YesK No[ ] If yes, please identify the load and size: a) The mobile home site: Load- 00MI-1 Amperes- 10 b) The main service: Load- (,Jf--tj. Amperes- 2 11. Type of gas service at mobilehome site: Natural[ ] Propanet<] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: -31q inches: 13. What is the gas pipe length from the meter or tank to the mobilehome? 15 (ft.). 14. What is the mobilehome gas demand? ' B.T.U.* *(Tbis information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 Mobilehome Manufacturer: l M m G� Manufacture Year: e -7 If other than single wide, furnish Setup Model Number: ky ro-s H Width20 (ft.) Length's NI q 8 (ft.) Tagalong or Expando Size ^ (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade? ] Other: SUPPORTS: Concrete block64] Other: Provide Tie Down Specifications for all Mobilehomes: V C c -"T 0 P - Pier Footings Sizes and Location SII�iGLE WIDE MiILTI-WIDE Line 1 Line 1 Line 2 Line 2 Main Beams ............................................................................................... ine 2 Line 2 L Line 1 ine 3 Line 2 ................................................................................................ Main Beams Line 2 ................................................................................................ Line i ................................................. Eine 5 Tag or Triple ine 4 ine l Line 1 Piers: Size minimum: r I x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: [ 12 ] x [Z.q ]. Spacing maximum: ` From ends -maximum: ( C ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: x [214 ]. Each side of openings with width over: Line 4 Piers: Size minimum: [ ] x [ ] Spacing maximum: ` From ends -maximum: ` 0 V :zn 7aj7t! �y✓�,, May 1995 8.4 P ` • RECORDING REQUESTED BY: + AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE ; i C®1PY of Document -Recorded 18 -Aug -2003 2003-0055438 Has not been compared with • original ` BUTTE COUNTY RECORDER • i OROVILLE CA YDYOD ; Re fto-co �ov,e- I&IL, 2�10� ' SPACE ABOVE THIS LINE FOR RECORDER USE ONLY �- NOTICE OF MANUFACTURED ROME (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 heieon, upon the real property described with certainty below; as of the date of recording. When recoided, 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. SAMUEL B. FORRESTER AND MARIE L. FORRESTER BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LFSSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY P.O. BOX 614 - - 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS PALERMO BUTTE CA 95965 OROVILLE BUTTE' CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE • ZIP 2795 PINECREST ROAD 03-2075 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUHPG PER"I"T,N TELEPHONE NUMBER OROVILLE BUTTE CA 95965 } 8-13-03 CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCYOFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME") DEALER NAME (if not a dealer sale, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. — SAME CITY COUNTY STATE ZIP - UNIT DESCRIPTION MMER 1978 NASHUA MANUFACTURER'S NAME , DATE OF MANUFACTURE MODEL NAME NUMBER ZIDBNC752243B28046X a= 24'X48' IDA 089226/5V SERIAL NUMBER(S) LENGTH X WIDTH _ INSIGNIA/LABEL NUMBER(S) 6. s i • REAL PROPERTY LEGAL DESCRIPTION ASSESSORS PARCEL NUMBERr AP,# 036-310-082 SEE ATTACHED • `, HCD FORM 433(A) REV. 8/91 - ' WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept Order No. BU -210247-3 KB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: BEING A PORTION OF SECTION 34, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WEST LINE OF SAID SECTION 34, WHICH POINT BEARS NORTH 00 36' 00" -EAST, 1,781.86 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE ID LEAVING SAWEST LINE, NORTH 89° 25' 30" EAST, 1,641.78 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING, NORTH 040 17' 10" EAST, A DISTANCE OF 694.24 FEET; THENCE SOUTH 67 01' 38" EAST, A DISTANCE OF 419.62 FEET; THENCE SOUTH 12° 47' 02" WEST A DISTANCE OF 533.29 FEET TO THE CENTERLINE OF A 60.0 FOOT ROAD EASEMENT; THENCE ALONG THE CENTERLINE OF SAID ROAD EASEMENT SOUTH 880 20' 04" WEST, 275.34 FEET AND SOUTH 890 25' 30" WEST, 45.0 FEET TO THE POINT OF BEGINNING. AP#: 036-310-082-000 PARCEL H: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT A POINT ON THE WEST LINE OF SECTION 34, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH POINT BEARS NORTH 00 36'00" EAST 1,781.86 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION; THENCE FROM SAID POINT OF BEGINNING, NORTH 890 25' 30" EAST, 710.00 FEET TO POINT "A"; THENCE CONTINUING NORTH 890 25' 30" EAST, 976.78 FEET; THENCE NORTH 88° 20' 04" EAST, 525.34 FEET; THENCE SOUTH 400 24' 52" EAST, 94.27 FEET; THENCE ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE RIGHT, WHOSE TANGENT AT THIS POINT BEARS NORTH 49° 35' 08" EAST, THROUGH A CENTRAL ANGLE OF 310 05' 09", AN ARC DISTANCE OF 70.53 FEET; THENCE NORTH 800 40' 17" EAST 204.70 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 83° 35' 50" AN ARC DISTANCE OF 291.81 FEET; THENCE NORTH 20 55' 33" WEST 312.79 FEET TO THE CENTERLINE OF LOWER WYANDOTTE ROAD. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT POINT "A" REFERRED TO IN PARCEL II HEREIN; THENCE FROM SAID POINT OF BEGINNING NORTH 00 07' 00" EAST 910.00 FEET; THENCE NORTH 27° 41' 00" WEST, CONTINUED P`4R_ CEL - CONTINUED Order No. BU -210247-3 KB 270.00 FEET TO POINT"B"; THENCE THENCE CO FEET; THENC Sp9IITH 890,E WEST 24COO ING NORTH 27° 41' 00,E 430.57 F FEET; WEST, 240.00 F FEET TO THE END OFS� ESE 454.00 FEET;THENCE70° 49' 00" WEST 2 FEET; PAR To EASEMENT. SOUTH 85° 25' 15 u'E .0 A NON-EXCLUSN OVER A STRIP OF L EASEMENT FOR ROAD BEGINNING AT POIIV� 60.00 FEET IN WIDTH, PURPOSES BE OF BEGINNING, NORTH 62R°EFERREUBLIC D TO IN FACE NG 30.00 E pN E UTILITY P 220.26 FEET 06 00 L III HE EACH SIDE U'OSES THENCE ° , OOAET 540.04 ERE T�N'NC THENCE FROM S� pO WE ANDOTTE ROAD NORTH 48 59 AST, 457.98 FEET TO INT. THE NORTH TfEERL75 E020 591, EAST LOWER BUILDING PERMIT NUMBER: 03-2075 Address or location of unit: 2795 PINECREST ROAD, OROVILLE CA 95965 Legal Description of Real Property: SEE ATTACHED AP # 036-310-082 (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: SAMUEL B. FORRESTER AND MARIE L. FORRESTER Owner's address: P.O. BOX 614, PALERMO CA 95965 INSIGNIA OR HUD NUMBER: IDA 089226/5 SERIAL NUMBER OR V.I.N.: ZIDBNC752243B28046XXU/XX MANUFACTURER'S NAME: ZMMER YEAR: 1987 OFFICIAL APPROVING INSTALLATION: TAMMIE POWELL DATE: 8-13-03 Vo W� &A) X PHONE: (530) 538-7541 H.C.D. 513C STATE OF NEVADA DEPARTMENT OF BUSINESS AND INDUSTRY MANUFACTURED HOUSING DIVISION 2501 East Sahara Avenue, Suite 204 Las Vegas, Nevada 89104 (702) 486-4135 Fax: (702) 486-4309 TRANSFER STATEMENT (Pursuant to Nevada Revised Statute 104.9619) CONSECO FINANCE CORP. FKA GREEN TREE FINANCIAL CORP (Seed Party) S the lienholder of record cur and holds a security interest in the following structure: MANUFACTURER: ZIMMER SIZE: 24' X 48' ZIDBNC752243828046XXU/XX YEAR 1987 SERIAL # The owner of record is MARK FRIESELL and has defaulted on his/her obligation secured by the above-described structure. I/We have exercised my/our post default remedies with respect to the collateral. By reason of the exercise of said post -default remedies, SAM FORRESTER has acquired the rights of MARK FRIESELL (Transferee) . (Debtor) in the structure. . The mailing addresses for the Secured Party, Debtor, and Transferee are: CONSECO FINANCE CORP MARK FRIESELL 7360 S. KYRENE RD. 920 N. HIGHLAND ##7 SAM FORRESTER TEMPE, AZ 85283 WINNEMUCCA, NV 89445 Secured Party Debtor Transferee CERTIFICATION: I attest, under penalty of perjury, that the information provided herein is true and accurate. CONSECO FINANCE CORP. BY: STEPHANIE WIFSE �H Subscribed and sworn to before me this ofMARCH 2003 Day Month Year By STEPHANIE WIESE Revised.- OR/Wo1 REGINALD C.C. MOORE e� COMM. #1278641 NOTARY PUBLIC -CALIFORNIA SAN BERNARDINO COUNTY kC' Notary Public Title Form 19 STATE OF NEVADA DEPARTMENT OF BUSINESS AND INDUSTRY MANUFACTURED HOUSING DIVISION 2501 East Sahara Avenue, Suite 204 Las Vegas, Nevada 89104 (702) 486-4135 Fax: (702) 486-4309 APPLICATION FOR DUPLICATE OWNERSHIP CERTIFICATE 1. Serial No. ZIOBNC752243B28046XX/XXU Year1987 Manufacturer: Z:IMMER Date Nevada Title Issued -1 1/25/91 Trade Name: NASHUA 2. REGISTERED OWNER: NamjAARK FRIESELL Address: 920 N. HIGHLAND #7 WINNEMUCCA, NV 89445 City State Zip Code Size: 24'X 48' LIENHOLDER: Name: GREEN TREE FINANCIAL Address: 1830 E. SAHARA #211 LAS VEGAS, NV 89104 City State Zip Code 3.1 certify that I am the legal owner of this structure and that the original Ownership Certificate has been ® Lost, ❑ Stolen, ❑ Destroyed CONSECO FINANCE CORP A.K.A. GREEN TREE FINANCIAL CORP. Signature of Legal Owner 4. Subscribed and sworn to me this 24TH Day By n �Sanlatur6' Legal Own— �IAARCH 2003 REGINAL�MOQRE oy COMM. Month Year IE ` NOTARY PUBLIC•CAUFORNIA w 5. Sent by: STEPHANIE WIESE Address: 9600 CENTER AVE., STE 160 SAN BERNARDINO COUNTY MY C09M Exp. Sept. 28, 2004 C_o (Seal) Notary Public 2� Date sent: MARCH 24, 2003 RANCHO CUCAMONGA, CA 91730 City State Zip Code 6. NRS 489 makes It a gross misdemeanor to furnish false information to the Division regarding any security interest or to falsify any document or.application to obtain a Certificate of Ownership. Revised: 03/15/01 ride Form 13 STATE OF NEVADA DEPARTMENT OF BUSINESS AND INDUSTRY MANUFACTURED HOUSING DIVISION 2501 East Sahara Avenue, Suite 204 Las Vegas, Nevada 89104 .(702) 486-4135 Fax: (702) 486-4309 LIEN SATISFIED STATE OF CALIFORNIA COUNTY OF SAN BERNARDINO I This is to certify that my/our lien against the following manufactured home: Year: 1987 Make: ZIMMER/NASHUA Serial Number: ZIDBNC752243828046XXU/XX Size: 24' X 48' has been fully satisfied. Contract of sale or chattel mortgage has not been assigned to any other party. Organization:CON5ECO FINANCE CORP F.K.A. GREEN TREE FIN. CORP. EL Signature of Representative: r Address: 4625 RIVER GREE PKWY City: DULUTH State: GA zip: 30096 Subscribed and swom to before me this 24TH of MARCH Day Month By Stephanie Wiese Revised: 03115/01 2003 REGINALD C. MO64 ORE N641 OTA YPUBUC CAL18FOR IA Year -sArr eERrrARoiNocoumv M Co m. Exp, Seo,. 26, 2004 Notary Public Title Form 4 STATE OF NEVADA DEPARTMENT OF BUSINESS AND INDUSTRY . MANUFACTURED HOUSING DIVISION 2501 East Sahara Avenue, Suite 204 Las Vegas, Nevada 89104 (702) 486-4135 Fax: (702) 486-4309 TRANSFER STATEMENT (Pursuant to Nevada Revised Statute 104.9619) CONSECO FINANCE CORP. FKA GREEN TREE FINANCIAL CORPS the lienholder of record (Secured Party) and holds a.security interest in the following structure: MANUFACTURER: ZIMMER YEAR 1987 SIZE: 24' X 48' SERIAL ZIDBNC752243B28046XXU/XX # The owner of record is BRADLEY G. AND PEGGY A. BETTENCOURT and has defaulted on his/her (Debtor) obligation secured by the above-described structure. I/We have exercised my/our post -default remedies with respect to the collateral. By reason of the exercise of said post -default remedies, MARK ' FRIESELL BRADLEY G. AND PEGGY A. BETTENCOUkTIransferee) has acquired the rights of in the structure. (Debtor) The mailing addresses for the Secured Party, Debtor, and Transferee are: CONSECO FINANCE CORP BRADLEY G. AND PEGGY A. BETTENCOURT MARK FRIESELL 7360 S. KYRENE RD. 920 N. HIGHLAND #7 TEMPE, AZ 85283 WINNEMUCCA, NV 89445 Secured Party Debtor Transferee CERTIFICATION: I attest, under penalty of perjury, that the information provided herein is true and accurate. CONSECO FINANCE CORP. BY: STEPHANIE WIESE — � -- Secure arty j- Print e ��U!•A-'�, Com y Representative or Individual(s) S Subscribed and sworn to before me this H ofMARCH 2003 Day Month Year By STEPHANIE WIESE Revised: 0&0&01 REGINALD C. M00RE_ y COMM. #1278641 ga NOTARY PUMIC•CAUFORNIA SAN 8ERNAR01N0 CM W M Co m. E $90t. 28, 2004 ,rm 19 � � � � �„� m-� �� Q ��.x gi,.�a3 RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: SAMUEL B. FORRESTER MARIA L. FORRESTER P. 0. BOX 614 PALERMO, CA 95968 Recorded OfficialRecords Of Records Count BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 03—Jun-2003 REC FEE 13.20 TAX 43.45 MONUMEN 10.00 Andrew Page 1 of 3 Above This Line for. Recorder's Use Only A.P.N.: 036-310-082 Order No.: ORO/C Escrow No.: 210247KB GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE -(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $ y�• ys [ ] computed on full value of property conveyed, or �X computed on full valueless value of liens or encumbrances remaining at time of sale, —r X�] unincorporated area; [ ] City of OROVILLE , and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, MATTHEW S. BURRUSS and MELBA L. BURRUSS, Husband and Wife as Joint Tenants hereby GRANT(S) to SAMUEL B. FORRESTER and MARIE L. FORRESTER, Husband and Wife as Joint Tenants the following described property in the City of UNINCORPORATED AREA, County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION MATTHEW S. BURRUSS Document Date: May 28, 2003 F�gEy, . ./•'/`_ STATE OF CALIFORNIA )SS COUNTY OF BUTTE ) On MAY 2§, 2003 beforeme, KARY T- BTT)WF.T.T. , NOTARY PUBLIC personally appeared MATTHEW S BURRUSS AND MELBA BURRUSS personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged.to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESSm ha and official seal. Signature t. This area for official notarial seal. KARYJ. BIDWELL�� W Commission #1381097 M v Notary Public -California Butte Coun�ty My Comm. Exp. NT 08, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below Order No. BU -210247-3 KB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: BEING A PORTION OF SECTION 34, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WEST LINE OF SAID SECTION 34, WHICH POINT BEARS NORTH 00 36' 00"..EAST, 1,781.86 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE LEAVING SAID WEST LINE, NORTH 890 25' 30" EAST, 1,641.78 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND DESCRIBED HEREIN; THENCE FROM SAID POINT OF BEGINNING, NORTH 04° 17' 10" EAST, A DISTANCE OF 694.24 FEET; THENCE SOUTH 67° 0V 38" EAST, A DISTANCE OF 419.62 FEET; THENCE SOUTH 121 47' 02" WEST A DISTANCE OF 533.29 FEET TO THE CENTERLINE OF A 60.0 FOOT ROAD EASEMENT; THENCE ALONG THE CENTERLINE OF SAID ROAD EASEMENT SOUTH 880 20' 04" WEST, 275.34 FEET AND SOUTH 890 25' 30" WEST, 45.0 FEET TO THE POINT OF BEGINNING. AP#: 036-310-082-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT A POINT ON THE WEST LINE OF SECTION 34, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH POINT BEARS NORTH 0° 36' 00" EAST 1,781.86 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION; THENCE FROM SAID POINT OF BEGINNING, NORTH 890 25' 30" EAST, 710.00 FEET TO POINT "A"; THENCE CONTINUING NORTH 89° 25' 30" EAST, 976.78 FEET; THENCE NORTH 88° 20' 04" EAST, 525.34 FEET; THENCE SOUTH 400 24' 52" EAST, 94.27 FEET; THENCE ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE RIGHT, WHOSE TANGENT AT THIS POINT BEARS NORTH 49° 35'08" EAST, THROUGH A CENTRAL ANGLE OF 310 05' 09", AN ARC DISTANCE OF 70.53 FEET; THENCE NORTH 80° 40' 17" EAST 204.70 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 830 35' 50" AN ARC DISTANCE OF 291.81 FEET; THENCE NORTH 20 55' 33" WEST 312.79 FEET TO THE CENTERLINE OF LOWER WYANDOTTE ROAD. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT POINT "A" REFERRED TO IN PARCEL H HEREIN; THENCE FROM SAID POINT OF BEGINNING NORTH 00 07' 00" EAST 910.00 FEET; THENCE NORTH 27° 41' 00" WEST, CONTINUED PELF - CONTINUED Order No. BU -210247-3 KB 270.00 FEET TO POINT B THENCE SO THENCE CO FEET UTH 790 39' 00" WEST 240.00 FEET; NORTH THENCE SOUTH 89 25 27° 41' 00" 430.57 FEET TO THE END OF S' 30 WEST 454.00 FEET CE SOUTH 70° 49 oOT, 240.00 FEET - END EASEMENT THENCE SOUTH 85° 25 ST' EST PARCEL TV: A NON-EXCLUSIVE A STRIP OF L EASEMENT FOR ROAD BEGINNING AND 60.00 FEET IN WIDTH, PURPOSES. OF BE AT POINT "B" ,LYING 30.Op EET pN AUTII'IT1' 220.26 FEET �G' NORTH 6�rE�D TO IN PARCEL POSES THENCE NORTH 060 00E EAST 540.04 HEREIN, THENCE F SIDE OF ``� LINE FEET; THENCE NOR ROM SAID PO ANDOTTE ROAD TH 48 59'00,,EAST, 457.98 FEET TO TH 75 02 59" INT THE CENTERLINE OF LOWER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53538-7541 PERMIT NO. (Rev. 12/96) APPLICATIONAND PERMIT 3 �aaq a ASSESSOR PARCEL NUMBER 036-310-082 ZONING BUILDING PERMIT OWNER FORRESTER SAM TELEPHONE 533-4564 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOX 614 PALERMO 959568 CONTRACTORSNR7ACTOCONTRACTORSNAME OWLVM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2795 PINECREST MR RD DROVITLE 95965 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IN Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation O Other Describe Work: MISC. EI ECTRII' L Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S1 GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 SS Main Service A OR DESS 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) L I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall �rthwith comply with those provisions. Date ( / O Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To L000A 46.00 NEW CONST. DWEWNO OCCUP. SO OR ADDNS. ( a ACC. eros. 3.50FT. NON -R S'. GONST_MULTI.O FICUI 97,50 OWERAPPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 1.00 BAL p .so Ex. Occup. OFlx. ALNS OR EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23,00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D FEES IMP FLOOD CDF PARCEL HD ISS E 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. B Date PERMIT EXPIRES ON 7 D e Receipt No. off— 1 047 3 v(% WHITE-D.D.S.-B.D. CANARY -ASSES O PINK -INSPECTOR GOLDENROD -APPLICANT , .. PRE -INSPECTION REPORT OWNER'�c ��l <7 G (fS -Le LOCATION: CONTRACTOR 04m -o r PRE-IIdSPETION DATE TO INSPECTO. PERMR HMTORY.j ) NONE BUILDENG INSPECTOWS MORT DATE: '�7— i / 70 S ZONING: MY FOLLOWS: Building Deserlpdon: . Cax�xciaWsage: - . ResidentialM of Units:_ Ce T=dy Ocapied Abandoned/Yxaat Electric: Yes_ No Electric currently On Off Condition of Ele Gu: P ane None Currently Oa Off . Natural rop _— Obvious Problems Stnitatlon: Plumbing Worldng . Well Woridng Potable Water Obvious SawigeProblems _ ACTION I ECOHMNDED: ISSUE: HOLD FOR Inspector. Date Sketch buildings on reverse and indicate location on proper �W N62'• SYaM �OiL.RGS.TSQ. a 4aness; X795 -7110103 SC4LC•. IDU = *- County ental Health � ItiItCR. �nv��0nml?n Cou�,ey C, ?0�3 ®r°Villen�� Drive SE9 •r+c SNE.Ds /0'�df0 EAck \�Ex�sT�ti` a�.tvcwAy T � � r t t, 7u d .iiri 3 (j o 0 to -31�! 7,' YG Pf s f RESIDENTIAL 036-310-082 PERMIT#97-0372 BURRUSS, Vern 2795 Pinecrest Rd., Oroville Cont: Jerry Hodsor MHI Ex Site J E • y � r i .F R Y i y 1 - t 4t r % JOB FINALED (Date) L ~ Signature i' V=OK• O = Not OK * = NotApplicable Ready ble NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location-Test-Fall-Ci"oncrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg: Rfg: Bracing 4. Water, Location-Test-Easement Needed (Sketch) r 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp-Concrete 6. Carports; Windows -Doors 6. Gas; Location-Test-Wrap; / tVtt / /Nat. or/ ) L°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B- - Date Card B-1 Date MOBI OME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 onin_qjiequirements- Setbacks Easements Card B-1 Date Card B-1 ORO Sine-.Spacing-Marriage Line POOLS (Plans) OK except #'s as; est-DemandVake-Connector 1. Setbacks -Easements ec ' ; MH Test-Crossovers-Breakers-Clearances 2. Soils; Compaction -Structure Stability Test-Fall-Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining MH Test-Regulator-Connector 4. Elec.; Receptacles and Lighting, Distance-GFI *-"Water and Sewer Connected-C/O to Grade-HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFl 8. G2Azrird Electricity Tagged e p 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed i owns=Type-Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater E ' ; Insp.-Sketch 8. Elec.; Grounding; Equip. w/B Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit `14'Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date9j Card B-1 /1/3 Date Card B-1 Date Card B-1 Date Card B-1 P J e c C MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/B Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = No OK RESIDENTIAL (Single & Duplex) - = Not ApP licahia Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 47. 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 48. 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 Hgt. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fre 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, SteeMrapped Stairs; Width-Headroom-Rise-Runq.anding-Fire Protection 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Pienums & Ducts; Clearance-Mater:alSupport-Ins. 61. 14. Girders -Sills -Anchor Bolts -Joists VentsCrippies 62. 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. 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 & Recepticales at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 78. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or Al 80. 30. Ran ,e Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral 0 Yes 0 No 81. 31. Service -Riser Conductors & Ground -Main Disconect 82. 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 83. 33. Clothes Closet Light -Shower Light -Spa Light 84. 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throught House MECHANICAL (Permit) OK except #'s 89. 35. A.C. Ducts Insulation & Support 90. 36. Vent Fan, Exhaust above insulation 91. 37. Condensate Drain & Overflow, Size & Grade 92. 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 93. 39. Attic Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist Rftr Ties-Purlin-roff Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-Runq.anding-Fire Protection 65. 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 Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. 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 & Recepticales at Kit. Counter 74. Garage. Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 1 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.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 0 Yes 82. Following Instld./Drive.0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 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 Throught 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 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: F�. MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION ---7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: PERMIT NO.: ,3 _ 2_ ` 3 7 Z_ - Owners: Name: e Q r / u Owners: Address: 2 /' n/ el, r P .S i G� D / Ci Vit t 1-< Mobilehome Year of Manufacturers k j; s Manufacture: ��% 7i/ Serial number Insignia or or V.I.N. 6 3'i `f ( 54 U HUD number: / C) d Z 'Official approving installation: Date: C If the mobilehome is moved or relocated, the mobilehome installation acceptance'shall become invalid: This form shall not be used when the mobilehome is installed `on wfoundation system. 5138 White -Owner, Yellow -Installer, Pink-Bldg:.Gold-Assessor r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�]q_ I RMIT O. (Rev.12/96) , APPLICATION AND PERMIT �� ASSEV�n-l MVU2 , Z� -I2,S BUILDINGPERMIT OWN TERN BURRUSS TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNInNIft REST RD., OROVILLE k'Y"A NO HODSOR TEL / �EDG"T 0369 CONTgff§R'g¢LffSS PARADISE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 3 00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome OX Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: MHI EX SITE Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W ++�@�?�20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class lam, M �% Lic. No'.�® OWNER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. B.S. 3.5¢FT, NON -RES DT ANCTI-OUTLET @7,50 ITS POWER APPARATUS a SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. ounETOR FIXTURES BAL p .50 Ex. Occup. ouTELETS RESID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation aws of California, and agree that if I should become subject to the workers' c p nsation provisions of section 3700 of the Labor Code, (shall forthwith c I with those provisions. X Date /7 — -1 i" _ Sig ature of lican - ❑ Owner Contractor ❑ Agent An HA permikik required for excavations over 60" deep and demolition or construction of str ctures ova 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling - Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 143.00 HAZ. D. FEES IMP _ FLOOD CDF PARCEL _ PO HD SU 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. p 11r By NDaattep PERMIT EXPIRES ON 7 /Q i IfDate Receipt No. 210072 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �i'' 'r`�%+.::lii^r:J"ri�•�ri�iNk _^'h, �,.,n„�,,..-„ -COUNTYOFBUTTE - DEPARTMENT -Of �IE'VELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 / PERMIT APP.LICATION DATA SHEET F° ✓ , OWNER It r A. P. No. 3b' .3I" - v'� Z -- Proposed Building Use `✓ ", + COt Building Inspector .0,A- Date Z- 1kl` , 7Kr. At time of permit applicationtam l was•a is f®fvf�w t ti Cbo p,64mitted prior to permit processing and/or issuance: , (�! DATE RECEIVED BY D, (ems(ken submitted. . Ck ? 2. Plot planst-3'/4 sets, signed by preparer of plans.„,, ,.-,.. -•............... . . 3. Complete plans;;/4 sets s�ilried'by p p rer of plans. ............... s " 4. Engineered plans and calcs, ,3/4 sets, with wet signature on plans . ............. 5. Hazardous Material`Form.................................-......�..... 6. Energy Design„Compliance and supporting documentations .. ... . 7. Statement of Intent for Non -Heated and A/C Buildings. ..4 .................... Engineered truss details and layout in dupllicate,.(requirod` p ior-to plan check). 9. Mobilehome data and manufacturer's,Kit5-1610n instructions, 2 sets. ...........a`a7- 7 Fees of of $ ,..' ::.........................., ti 1 mpact fees as shown on attached schedule. .... ...)-- 12. California,D.epart"ment of Forestryplan approval/feesS�? �.� r .�........... 13. Flood elevation letter (100 year flo q)/by California Engineer . .................. Sanitation and.plot plan approval t c -411P Health Department. ! -4,. . 15. City of Chicolplumbing permit . ...................................... 16. Plot plan and'business license approval from City of Biggs/Gridley. .... �--- "' n.. 17. Planning approval for (A) Use: (B) Parking: C 18. Contac Land Development about (A) Improvements �(B)-Drainage. . 19. wy v Driveway ermit ,(construction approval required prior to occupancy). 20. Pre -inspection for • • 'p��n'gp. edion requ�' required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. ' 22. Certificate of Workmans Compensation Insurance. - 23. Owner -Builder Verification (Given to owner Mail to owner _). ......... . 24. Recorded copy of Agricultural Acknowledgement Statement . ..................�.� z, . 25. Letter of signature authorization. ...... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... t 27. Letter of intent on building use. ......... ............ 28. Mobilehome utility clearance . ..................................... . . 29. Documentation of legal access. 30. Documentation of 50% subdivision} developed or (A) Road improvements completed and (B) Parcel meets zoning area .and frontage requirements . ............... . 31. Existing violations/expired permits. ........................................... P Flr check lis-. ...... ... ^SS ...... _ X97 33. r t_ o/pwH s 34. r' i y Wh n you issue the perm t, proces s follows: Mail to owner. Mail to contractor. _. Telephone ��- p3 ad hold for pickup at �� office. Deliver with inspector. Other Parcel Creation � • � t Acreage l / pplicant Date , Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to, permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: M Contractor, designer, owner, was advised of above required data by _`phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Coun b Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works i E.H. USE ONLY Plot Phu AMAW L� Floor Plan AnacW scol to B.D. — M i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance "3- (4 f?!?US ATTI� � � l 5P1111(--Cec:�ri ll �. Owner/ Location 03(2,- 3 /6 -okz Plan Approved for: Sewage Disposal Water Supply: Public Private. Well Clearance for bedroom mobile me. Other _ JAI ' 6/? /\./t v 61 c C Hold final for: Final clearance 1►Tfy=. Environmental 8/92 'v'�;i'K-gv^ri.�y"y':.+p'"„^Y''des'`t'�SrkAryaK:y�SY°4r9ins:r'+1�f^�i'iiA'egM`�'p•T.`rv+�yr.._,i,,.T.a �- ,.. - �--........-,g,.----r-..-.-.-,-.r.. ^,,,r-�--- -.+—_-.Y. -_-.,. _. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �'�7-COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER /q/l� �f � e f � U rf G1 S A.P. #�-- PROPOSED BUILDING USE DATE 2-1 7 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ _gZ�2. SCHOOL DISTRICT FEES 1r Q 41 (paid at District Office) 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 (per unit) . x = $ #Units . Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) REC # DATE REC 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK r-- $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 At time of ,permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These feemay be changed during the,plan. checking process. n i\1 APPLICANT DATE Original -Owner Copy -Building DiLvj (Rev. 12/96) s '�"5,.rRii�►�I!PFi6",;";c:RA'��.�-f Z;a »,t:�'.+#W47vRrsrD j;+'}.,'T��'+*'�'�4'�!Y�t�y'!'^!'tr►"IMR�If%''�� " a..--•.-- f� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District IkC4 Building Department No. A.P. Number. '3r—gZ Jurisdiction: 0 City County Property Ow er /YI !¢ TT/4�'�.v S �y Q ✓ S S Property Location/Address 2��j P".►�GQ �j�— %1 A ©� Subdivison Lot No. _k Residential Development 0 E of Living MHI Addition Units CRe� lq C,.e S 19 x is1, n Commercial/Industrial 0 (Floor Plans reviewed by School Distrid Personnel) Identificatioa,Ng. 197009-0 _ 1W Y1W JV L 70 - l i1 ool District certifies that / jA. r (Stree d e s)) k -b (City) (State)) has complied with the requirements of;Resolution No. A:J �V representing . - --r School District Representative Paid by Check # Bank Number Paid by Cash square f(kt. Remarks: Sq. Footage J SZP (Group R) niN r Pao Sq. Footage (Including Exterior oofed Areas) Date ica t) -. (Phone Number) (Zip Code) by payment of $ AB 2926 FULL MITIGATION I 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.wk, (11/94)dmm Ls fz-c 61 Po -icr 1. 0 0&, LIMM) 7FI; RES AND ECUIPMENM IN= IWO STRUMI 0 ERHANGS S'S HALL BE 4TS. FZC A 3ET BACK OF EE S 101 E 4 D Of Ot PICM and spscilic.�00 _I _0 FT. H. ),ki'THE SIDE ,0 FT. FROM THE PEAR PPOPERTY UNE- AND - enalr® of y changes or alterations on- samg witliwj FT FROM.THE ROAD CEWERLUNE SHALL BE _--wriv"n I par Com' U.CTURES,'AND'EQUIPM. V�rt EDZ' EPT.--4. �_Is"d from the Department of pub# )f <. - W=*A. CMM f ht FOR A 2 Fr.`E VE n: - A r *)TE: A MQf9 WorWin; anship 13 qu pa"A Ih Recognized GoQd Prucfices'*Y�d I.Lpresc6bed for tho S .6, -f- ail iform suit 13. Plu i ied, use- in 'fh, mbing 0% a Mew 0.nical Cadesow fit%) g �/ e il _ Mobilehome Manufacturer: �1 ll ilC7 `I 6 ka anufacture Year: If other than single wide, fu h Setup Model Number: Width: �(ft.) Length:�(ft.)_Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade Other: SUPPORTS: Concrete blockD4 O er: .trl $� n l l 0375-q X, t4 Provide Tie Down SpeAOWESfor all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Lice 2 ................................................................................................ • Main Beams Line2.............................................................................................. Line I .............................................................. Main Beams .............................................................. ................................................ Tag or Triple Line 1 Piers: Size minimum: x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: VOL ] x 1361. Spacing maximum: I s' ` ` 0 ` From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Line 2 ,ine 2 Line 3 Line 2 Line 2 Line 1 Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: 4` From ends -maximum: C` OVER �pp . )OV F- • • : .i":<t�` ♦��`%'/, rte± 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] No[sT< Permit No. 5. Is the site an existing site? Yes[A No[ (If yes,'furnish'two plot plans). 6._ What is the electrical rating of the. mobilehome?Amperes. ..7. What is the mobilehome site circuit breaker rating? /le96' Amperes. 8. What is the electrical rating of the mobilehome site? �Tt� Amperes. ' 9. Is the main service remote from the mobilehome site? Yes[ ] Nom If it is, what is the rating? Amperes. 5 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes- ; b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[N None[ ] 12. Size of gas 01.10 pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS.FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION t. Mays 1995..; 8.5 kc oTr-- Itfc, IN+ APPROVED vlro e County nmental Health 04 hC_ PIT -t I rel- Z�r-"Y 1` r U liJI Lil I LVtiUJ; �E WIND --------- 15 PSF dF SOIL BEARING ---- 1000 PSF )E 1.IE DOWN STRAPS— 3150# WORKING LOAD TIE—DOWN STRAPS MEETS FEDERAL SPECIFICATION QQ—S-781H FOR TYPE 1, CLASS B, GRADE 1 STRAPPING AND BE AT LEAST 1 114!* x .035 ZINC PLATED. ABESCG ENGINEERED COMBINATION TIE -DOWNS ANUFACTURED HOME TIE—DOWN CALCULATIONS AP SCHEDULES FOR SINGLE/DOUBLE/TRIPLE WIDES DESIGN & GENERAL NOTES * EARTH AUGERS -------- 2962# (TESTED TO 4750# MIN.) *CROSS DRIVES -------- 1727# . CALCULATED) •)b CONCRETE SLAB ANCHORS — 1390# (CALCULATED) GENERAL NOTES: 1. THE CHARTS SHOWN HEREON ARE THE REQUIRED NUMBER OF TIE—DOWNS ON THE SIDES OF THE MANUFACTURED HOME. 2. TIE—DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE—DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. 5. FOR ALL TIE—DOWN INSTALLATIONS, THE MFG'D. HOME CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE "C' SHAPED OF RFC SHAPED. 6. END TIE—DOWNS CAN BE LOCATED WITHIN 18" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. CHASSIS BEAM °0 (ONE END TIE—DOWN MANDATORY co AT EACH END OF "I" BEAM) 7. THE SIZES, TYPES, LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS' SHOWN. ENGINEER APPROVAL Q %2U 0.1 7918 EXP >F 0 OF CAE\ W 0 W THIS TIEDOWN SYSTEM MEETS THE REQUIREMENTS a OF SECTION 1336.3. SUBSECTION (a) PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SAC. CA. 95838 PH: 916-564-6028 STATE APPROVAL ,jrNS✓.�,46t,.� '41,ct j s,,tm APPROVED SUBJECT TO CORRECTIONS NOTED Approval does not authorize or approve any omission or deviation from requirements of applicable State laws and regulations. ' State of Cft-Mt ( •} Deportment of HouWpd ty Deyelopmentedf DIVISI CODES ANO s By - e (signature) SPA NO. % _7 This Plano A,n r L U IN, ABESCO TIE -DOWNS CASESCO NAME STAMPED IN 1 HEADS OF TIE—DOWNS // c c c z- DRIVE 607 CROSS ANCHOR #608 SPLIT BOLT & NUT #606 STEEL STRAP W/BUC #406 PIER BOLT—ON TOP ®r y614 STEEL V#601 30" 11 k T.D.A. STRAP W/I10'_,E #604 CONCRETE 1! 1602 48" SLAB ANCHOR W/ #615 CONCRETE T.D.A. TSH 5822 SLEEVE SLAB ANCHOR #616 STABILIZER PLATE ANCHORS (DRY) (WET) ,3 0 SIDE TIE -DOWNS (SEE NOTE BELOW) N 30 3� om <, SINGLE' WIDE <' z all 4 Z W Wv 1 12' 1 :VENLY 1 SPACED 12- I • LENGTH ' VARIES I I < r SIDE TIE -DOWNS (SEE NOTE BELOW) SIDE TIE -DOWNS (SEE NOTE BELOW) ; W 12'1 EVENLYISPACED EVENLYISPACED 2'1 . �0 0° LENGTH i VARIES 1 W ' � W 1- F O Z DOUBLE WIDE W EARTH AUGERS W MAX. LENGTH OF 36' 54' 72' g- MFG'D. HOME MINIMUM N0. OF 2 3 4 SIDE TIE—DOWNS 2' EVENLY SPACEDIEVENLY SPACEDIEVENLY SPA CEDI VI NOTE: SIDE TIE-DO'WNS:: MLIST BE WITHIN 24" OF THE END OF CHASSIS BEAM. END TIE—DOWNS: CAN BE LOCATED WITHIN 18" OF EITHER SIDE OF CHASSIS BEAM. ONE TIE—DO°:cN IS MANDATORY AT EACH END OF "'•1" BEAM. (SEE PAGE #.1, GENERAL NOTE #6) CROSS DRIVE ANCHORS MAX. LENGTH OF 32' 42' 1 52' 62') 73' MFG'. HOME D MFG'D. HOME MINIMUM NO. OF 3 4 5 1 6 I 7 SIDE TIE -DOWNS 7 8 SIDE TIE -DOWNS CONCRETE SLAB ANCHORS MAX. LENGTH OF 34' 42' 50' 59' 68' MFG'D. HOME MINIMUM N0. OF 4 5 6 7 8 SIDE TIE -DOWNS . Ir N 6 M END TIE -DOWN #406 PIER BOLT -ON TOP #614 STL. STRAP 60 CROSS DRIVE TIE -DOWN CHASSIS SIDE TIE—DOWN so p° #606 STEEL \Ao, STRAP INSTALLATION INSTRUCTIONS STEEL cr STRAP ,#608 SPLIT BOLT & NUT #607 CROSS CONCRETE: DRIVE ANCHOR 12" SQUARE x 12" DEEP GROUND LINE 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN. WITH CONCRETE BLOCK) 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2" ASPHALT, ENCASE THE CROSS DRIVE ANCHORS WITH CONCRETE AS SHOWN IN DETAIL "A". NOTE: IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST BE INSTALLED PROPERLY IN PLACE OF THE ONE TIE -DOWN. BOTH CROSS DRIVES MUST BE ENCASED IN CONCRETE AS SHOWN IN DETAIL "A", WITH EACH ONE BEING INDEPENDENTLY CONCRETED. .................................................................................................................................................................................4 CONCRETE TIE -DOWN INSTALLATION END - TIE -DOWN #406 PIER BOLT—ON TOP CHASSIS SIDE TIE -DOWN INSTRUCTIONS 4604 DRY 1. CONCRETE MUST BE A MINIMUM OF 3 1/2" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY EDGE. #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE bO�ER x CHASSIS CO LtION o ' 1. ATTACH STRAPS T CHASSIS BEAM' X SHOWN. 2. INSERT STRAP THP•....�G` L�I'f vilp TOFF EXCESS ';TRAI:; AND THEN TIGHTEN BOL%"UNTIL +.'AF IS SNUG. _ ... -. uN CHASSIS SIDE TIE -DOWN INSTRUCTIONS 4604 DRY 1. CONCRETE MUST BE A MINIMUM OF 3 1/2" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY EDGE. #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE bO�ER x CHASSIS CO LtION o ' 1. ATTACH STRAPS T CHASSIS BEAM' X SHOWN. 2. INSERT STRAP THP•....�G` L�I'f vilp TOFF EXCESS ';TRAI:; AND THEN TIGHTEN BOL%"UNTIL +.'AF IS SNUG. Q e END TIE -DOWN TIE-DCVVN • . BEAM CHASSIS #406 PIER BOL! -ON TOP NOTEIj#5 ESHTCHAFOR TIE -DOWN INFORMATION SIDE TIE -DOWN ,#614 STL. a o. STRAP _ J/60 iso \� STEEL yJ IPOti '\C9 QTPAP DRILL 9/16" HOLE AT / MID HEIGHT OF BEAM, l INSTALL 112" A307 -.- BOLT v "C" BEAM CHASSIS "RFC" BEAM CHASSIS SEE "I" BEAM CHASSIS SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR NOTE ##5, SHT. 1 FOR TIE -DOWN INFORMATION TIE -DOWN INFORMATION 40o1.1� o O ? ' INSTALL GROUND ANCHOR, INTO GROUND, LEAVING 8' -If OF SHAFT EXPOSED. SPLIT BOLT & NUT GROUND LINE ##616 T.D.A. STABILIZER PLATE • NOTE: VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL.`. • m DETAIL "A" (TYPICAL) INSTALLATION INSTRUCTIONS 1. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. PLACE STABILIZER PLATE NEXT TO SHAFT BETWEEN ANCHOR AND CHASSIS BEAM, AND DRIVE INTO GROUND. FINISH TURNING ANCHOR INTO THE GROUND UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. THIS PROVIDES SECURE PROTECTION AGAINST LATERAL MOVEMENT. -- -- -- --- -- -- - -- --�--- -- - CONTRACTORS VERIFICATION - I CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. i HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. COMPANY NAME: -- DATE:--- — CONTRACTORS LIC.## SIGNATURE: "RESIDENTIAL 36-31-82 1652-91P,E BURRUSS, Matthew 2795 Pinecrest Rd, Oroville (utilities/mh) OFFICE e�y � I Addres GAS DatE���� Meter By I ELECTRIC Dat Z JOB FINAL Signature V=OK O=Not OK Not Rgadyaf?le MOBILE HOMES Date MOBIL OME UTILITIES (Plans) OK except #'s I-1_oQj4T§ Requirements -Setbacks -Easements oils; S ecial MH Support Sketch v�er�Cocation-Test-Fall-C/O Concrete ate ocation-Test-Easement Needed (Sketch) k-1flectric' , Location-Clearences-Grnd-/ /Amp -Concrete Lo ation-Test-Wrap: / /"L"ft. / s; at. or/ /" L"ft.j0'LPG 17"Well.Pearance & Disconnect tility Clearance Dat -/Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOB,J.nOME INSTALLATION (Plans) OK except #'s Zoning Requirements -Setbacks Easements ootirrigs; Size -Spacing -Marriage Line ,3113as; MH Test-Demand-Valve—Connector 4 ctricity; MH Test -Crossovers -Breakers -Clearances Drain; MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector 7. er and Sewer Connected -C/O to Grade -HD Approval ,KExits: Insp.-Sketch 1 ert. of Occupancy az a Dat p Card B-1 , Date Card B-1 Date CardDate Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4.. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ T' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5..Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------- -- -------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ----------------- --------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ----------------- - ------------------- 19. Shower Pan: Test. First Floor -Tub Access --------------- ------------------------- 20. Test Tub & Shower, Second Floor -Tub Access ---- ----------------- 21. Gas Pipe: Size & Anchors ---------------------------------------- ----------------------- Date Card B-1 Date Card B-1 -------------------------------------- ---------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection - - - - ------------ 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------- ---------------------------------------------- 24. Size Boxes -&-No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. - -------------------------------------- 26. Equip Ground made 'up w/Mech. Fastners-Bond Gas & Water - - --------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------ -- ----------------------------- --------- --------- ------------- 28. Subfeed Wire Size/ r ga. Cu or AI-A.C. Wire Size! / ga. Cu or Al ------- ---- --------------------- ------------------------------- 29. Range Circ. ! / ga. Cu or At -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑Yes ❑ No - - ----------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect - - ----- ------------------------------- 31. Equip. -Clearances -Panels- Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light -------------------------------------------------------------- - 33. Smoke Detector --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------- ---------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. -A. -C. -Ducts Insulation & Support ------------------------------------------------------------------------------ 35. Vent Fan: -Exhaust above insulation ---------- ----- - - --------------------- ----- - - - -- - ------ - --- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---- - -- ---------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic -------------------------------- - -- - --- --- ------------------------- ---------- - Date Card B-1 Date Card B-1 ----------------- -------- - ----- - - - ------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors -------- ----------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------ ------------------- -------------------------- 41. Bearing Walls over Girders & Floor Nailing ------------- . - -------------------------------------------------------------- 42. Draft Stop in Walls -(rat- proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------------------------- 44. ---------------------------44. Headers & Beam -Size & Bearing S jingle & Duplex) - Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers --------------- - 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic - 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings --------------- 60. Infiltration -Walls -Windows - -- - ---------------------------- Date _ Card B-1 Date Card B-1 Date Card B-1 Date Cant' B-1 Date FINAL (Plans) OK except #'s _ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------- ------------------ 64. Bedroom Exiling 65. G F.I & Bath Fixtures & Tub Access -Spa ------------------------------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels -------- ------------------- 67. Stairs & Rails --------------------P ----------- - - 68. Fire lace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer -------------73.-A.C. Duct in Garage -Damper ------------------------ - --- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection --------------- 77. Insulation -Foam -Looked in-- Attic ElYes ----------------------------- --- 78. -Guard -Rails & Deck -Const ruct ion -Post Caps ------------------------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------------------------------ ------ 80. ----------------------------------80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes _❑ No 81. Stucco: Brown -Finish ------------------------- 82. ---------- ---------82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to Openings _ 84. Water Well; Disconnect, Electrical, Plumbing ------------------------------- --- - 85. Exterior-Elec.-Tri-m-:.-G.F.I. Receptacle -Underground 86. Ventilation Throughout House --- -------------------------- Glass Protection - --- ----------------------------- --------- 88. Corrections from Previous Inspections ------ --------------------------------- ---------- 89. Gas Test -Meters Tagged; Gas -Electric ----------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ----------------------------------------- - 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: MOBILENOME VNSTALLATION ACCEPTANCE. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA'95965 — TELEPHONE: (916) 538-7541 c PERMIT NO.�9� �� a Address or location of mobilehome , Owner's name u Owner's address <t�- Insignia or hud number T3 4*' ' i Manufacturer's name c �(L`Xi% (/yC%z�7✓ ! JAI Serial numberof V.I.N �� C U / Year of manufacture (Official Appro 'ng Installation) v (Date) IF.THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATIObij a ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 513B White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS 7 Cburfty center Drive-.Oroville, Cali!ornia.95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 1"9--90 ASSESSOR PARCEL NUMBER 036-31-0-082 ZONING ARMH22 BUILDING PERMIT(--) OWNER MATTHEW BURRUSS TELEPHONE 589-5126 ,SQ, FT. OCC. BUILDING VALUATION OWNER'S MAILING A. DRESS 4626 Foothill Blvd., Oroville, CA 95966 CONTRACTOR'S NAME Owner TELEPHONE - CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 15.00 Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING Pinecrest Rd. , Oroville 2795 Permit fee $ 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping * 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeET Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InstallationEX Other ❑ Describe work: MHU #1652-91 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. (� I, as the owner, or my employees with wages "as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.d+) OR ADDNS. l ACC. BLDGS. 'h¢sgft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea _ POWER APPARATUS e SINGLE OUTLET CIR. I Ex. Occu p(OUTLETS OR FIXTURES A0 0 LO30 .2z00030 Ex. OCCUp. OUTLETS ((RESID )FIXED APPLNS. REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F -]The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject Wal to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIIng Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 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 of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. '� /� Date `` % �� S� X ��9�4 r Signature of Applicant — Owner L] Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 45.00 Energy Inspection Fee $ occ CONST TYPE TOTAL FE $ 70.00 EE HAz. _ cuA PARK ,_ scH LLD CDFPAR Po I HD. Issu , This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F PUBLIC WORKS BY Date ��+� T EXPIRES Date it PER "'� Receipt No. 94045 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT AP # �nn OWNER PERMIT MH UT IL.CLEARA CE DATE INSPECTOR ELECTRIC GAS Support Struc. Compaction Test eq. arvice igzee Other Load Pipe Size Length YESI NO YESI NO -Type �ia..+h•.N"`.�,,.a'.ct�.�,"i�.'ti:_f..•�,y�"�t''-�:Y.iLs--. 1+,*r'�,..Fii i.".4�,•^'�'.r ,•- �: r _.s . Y ' COUNTY OF BUTTE - DEPARTMR! *T--c3FY,P-LIBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVVIILL `,CALIFORNIA 95965,-• TELEPHONE: 916/538-7541 PERMIT APPLICATION .DATA SHEET -�- Permit No. OWNER '' / f�7 / i'ie, (iii Zv r f, &GS A. P. o. (o —3 0 1"771— Proposed Building Use ,%* / ' Building Inspector Date �o / At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non-Heateq,,Ond'AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... -19 Par fees paid ..;...... c ................................... f .. 13. �LM t vl VSchool District fees paid . 4. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 27. When you issue the � r it, process as follows: MaiWo owner. Mail to contractor. Telephone �`J_and hold for pickup at ✓�d office. Deliver w/inspector. Other Applicant�2lre—.�,���-.-�- Date `•'4''_9-1 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be -submitted ri r to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ! / Contractor, designer, owner was advised of above required data by l_counter by 64"J .date (,v Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date I Plans checked by fjw Date_e�QQ�Plans approved by int/ Date 26(91 Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) e-5 2. I (have/have not) 14L"e- signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No: 4. I plan to provide portions of this work, but I have hired the following person .to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number ��/- Date 9" NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. BUTTE COUNTY SCHOOLS-.DEVELOPMENT'FEE CERTIFICATION FORM '31 --PSB 6 ff ')One Form. per -Building) D3GL .A.P. Number 0,16_3/_0_0a�-Building Department No. School District0 Uff;on'lt�City [::] County Mn Jurisdiction Property Owner A tr h r- A) Project Location/Address A, r- irk ro U Subdivision Lot Number Residential Development: Sq. FootageZ_ (0 # of Living MHI Addition = n (Group R Units Commercial/Industrial: 171 .:Sq. Footage New. Addition (Including Exterior Roofed Areas) Buildinq'Department Representative Date (Floor,.Plaqs,reviewed by School District Personnel) t Id No. 7 1 V A Apolicant Name School DIV -Strict certifies that r utt� (Phone Number) IJ); A _V I W et Address) oc vet' (State) .(Zip Code) has complied with.the requirements of Resolution No. the pa nt o $- pay representing square feet. 00� e_z - School District Representative Datt! - PAID' BY CHECK NO. 'J BANK NO REMARKS: PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) BUTTE COUNTY DEPARTMENT OF, PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: .538-7541. MOBILEHOME INSTALLATION SHEET 1. Owner's Name: >"� ��, /.��2r2 ✓S' S 2. Installer °s Name: 3. Is the site currently under permit? Yes F No a (If yes, furnish ,permit number -2` ) OR r 47 Is the site an existing site? Yes No - (If yes, furnish_two plot•plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach l iel.ds and clear of all setbacks and easements? Yes No a (IE no, clarify 5: What is the mobilehome electrical rating? --------------- d Amps 16. What is the mobilehome site service rating? ------------- `ZcO Amps 7. What is the mobilehome site circuit breaker rating? ----- `�© Amps 8. Is there any other electric load to be served by the mobilehome site service? ------------------------(-------- Yes No 17 `Z h (If yes, identify the load and size: / P (Load) 3 'D (Amps) 9. What is the mobilehome site gas pipe size? -------------- L� (in.) 10. What is the type of gas service? ------------------- Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- (ft.) 12. What is the mobilehome gas demand? ---------------------- *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) M1 1999-91 (BTU) MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. furnish Setup Model No. Year") Width- (ft.) Box Length la0 (ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) D1. Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one) 1. Concrete block.❑ 2. Other (specify) => Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE Main Beams-----,,,, Line 2 _ _ _ _ _ _ _ _ _ _ _ _ 4 line 2 �Line I Main Beams Tag or Triple Line 1 Line 1 Piers: Line 1 Openings: Size -Min. ------------ „ Size -Min. ------------------ Spacing-Max - -------------- Spacing-Max. --------- _ Each Side of Openings From Ends -Max --------r_ With Width Over --------- Line 2 Piers: Size -Min. ------------- Spacing-Max ---------- — �_ „ ✓ From Ends -Max .------- Line 3 Roof Loads: Size -Min .------------x "x 'k I. Location (From Front) Line 4 Piers: Line 3 Piers: (Under Bearing Wall Only) Size -Min ------------------- Spacing -Max.--------------- From Ends -Max .------------- k „ „x „ „x Line 5 Piers: (Under Bearing Walls Only Size -Min.------------ ,k Size -Min.------------------ ,k +Spacing-Maxr_ n Spacing -Max.--------- , „ .--------_----- - From Ends -Max.------- ,_ „ From Ends -Max .------------- Line 5 Roof Loads: 'Size-Min.------------ ,�x „ ,k „ ,k r, „x „ ,x.. „ „x „ ,k „ „x „ Location (From Front) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive -OrovIA, Callfernia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT,,. ASSESSOR PARCEL NUMBER 036-31-0-082 ZONING ARMH2i BUILDING PERMIT OWNER Matthew Burruss TELEPHONE 589-5126 SO. FT. OCC. BUILDIN9 VALUATION OWNER'S MAILING ADDRESS 4626 Foothill Blvd., Oroville 95966 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is Filing Fee g $ xym LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE No. Plan Checking Fee $ 15.00 Energy ecg Ener Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2795 Pinecrest Road Oroville Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomeg Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer5.00 Mobile Home S G W 10.00 ea 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities a Installation❑ Other ❑ Describe work: 2BR _ 500 Min —30 Permit Fee $ QQ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) , ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.m) OR ADDNS. 1 ACC. BLDGS. y2¢sgft NEW CONSTR U TI.OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 20@501 eAL93o FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 15.00 Misc. Wiring 15.00 Permit Fee $ 35.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) po less. ❑ i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject 1` to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 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 of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �� r'-J� � d — �3 �5+� o Date Signature of Applicant — Owner ® Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 0.00 V1 HAz. CUA PARK _ SCHL FLD cOF PAR PD i H Issu This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. RECII`OR F PUBLIC WORKS ��' �^ By l Date D PERMIT EXPIRES ate Receipt No. 93687 WHITE-D.P.W., TELLOW-ASSr33OR, PINK -INSPECTOR, GOLDENROD -APPLICANT r rL., , ...xn ti-F•y..r�-..,.;-. \ . -e-.- �. '--..i .'Y'-. .^`�,fi,^-�.1 r -. �. '.. ,i 'r � . _ - _ COUNTY OF BUTTE - DEPARTm`F. PUBLICWORKS -BUILDING DIVISION 5 /^ 7 COUNTY CP l°ER`D, rWE - OROVILLE, 9ALIFORNIA 95965�LEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET Permit No: OWNER �Gl /RC1 (.(J G( r rSS• y A. P. N Proposed Building Use ✓'//Yyt B iIding Inspector Date 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 2. All items have been submitted. Plot plans in duplicate/ (plicate igned by preparer of plans........ 4 ly 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. 7. Energy Design Compliance and supporting documentation ......... Statement of Intent for Non-Heated,and AC Buildings .............. 8. Engineered truss details and layout in duplicate. (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... A13. 4. chool Dis rP'ct fees paid .............. Sanitation approval from r"p V; �! (!�- Health Department S 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. 8. 19. Planning approval for (A) Use: (B) Parking: . Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) N.f' 20. 21. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... 22. ,12 3. 24. Certificate of Workmans Compensation Insurance ............. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ::: ; : Recorded copy of Agricultural Acknowledgment Statement .. 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Telephone _"$/e1 w and hold for pickup at 060 office. Mail to contractor. Deliver w/inspector. Other C-IW1� Appiicante ���—Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted to to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. l 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by DatePlans approved by OW Date -5/31191 Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildinc Department f FROM: Environmental Health SUBJECT: 'Sanitation Clearance Owner Location AP# Plan p Sewage Disposal Water Supply C�2 %lproved for: Hold final for: Water Supply ^incl clearance O.K. for: Water Supply Clearance for _fff2L-bedroom m bil ome. Other NOTE * * * Sanitarian COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner jy cG6 iP Social Security Security Number Date :5—= Z 3 - 9 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the. permit. i' . et, (>q- e- 06: p-eZ Awer POL-c- O O AA — M 2p1 F:& s'\ E4,ec'6Z it to al 1 i �-Io I �-NNICK 7 0 tt. trom Vie of 50f.t. from the road U. I i tie S..l a 1 be clear of res or eqijiPmpnt except fbra 2 overhang, I A LA exr- Ut ova and sr -i Ilicatio Aft %� Ot ft- pe T_ ns, N,4(j,,) _—A 41ql- y c cil permi, c 151041 TFOM ille� D' Work, E --All Materials &od-manshir) Shall Be it Accordance with recognized Good P-actices a-.,' o, a qua MW— ,, prescribb-a l®r f -Me. SpecM 1 use in.t� 5UU bQ. I- I -/V'ItNtMb)W UnifoLrnaJIud-,',IrirjP-Iuwbio_q--&- chanicol Cr, -4- FOLR US '9nd the f?&rlcal CMP. CZ -971 PA MIJ JU ,MEPARTMENr ffp% 2ft % RIP t .11 VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For. the State of California INDEX SECTION PAGE NUMBER INTRODUCTION 2 PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP INSTRUCTIONS 5 & 5a METAL PIER & V -DRIVE 6 PARTS LIST 7, 7A, 7B & 7C CONCRETE INSTALLATION 8 & 9 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 15 - DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST 641,-+ n0(- -o —�^ I tAe e ec( G7& `i n 0v1 r7lo.lrl-P1" C—tgp e ci oun ation System BUTT3 r 24 7S- mC qUILDI�IC p�®UlV�� Release Date 8/13/2001 Engineer Approval 6 201 s�F ' HEALTH Vaje `AWOfOV 8551 SUBJECT TO CCR'_'._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 Devclepr,.ent =(Datc2—/0-6/ D STANDARDS N0. / — / Plan Approval Expis s 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 Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. f 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 1 • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 It. 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/ anchorststabilizer 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 orihomes requiring pier heights greater than �56 inches which are not i6ccI6ded-in these instructions, contact Tie Down Engineering, Inc'. af800=241=180 The Vector Dynamics Foundation Systems may be used on homes which require pier,heights not to exceed 56 -inches under one orbothmain rail(s). See page 3.'Note that a ground anchor is used at each Vector system location in Wind Zones II & Ill—The use-of-interlocFed 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. Page 2 California ®/2001 56 i ma. Maximum Pier Height (Wind Zones I & II 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 ii ma) Unequal Pier Heights ( Wind Zones I & II only "yuiC 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 � California /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 N001 SO4 instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchan_geab/e with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A o - g- `c fr 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. 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 Pig 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 strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V Drive anchors are used only with :`::'.......-. Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches WWhe 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 9/2001 Vector Dynamics Foundation Systems eCtor Component Parts List Vector System 2000 ® ® Kit # 59018 q. e Single piece pads with straps and slotted bolts Oo Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System Kit # 59007 1 � ZT. M Concrete Vector System Li ® Kit # 59008 (for single stack blocks) �O G®O O 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 O 8 2001 i, Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 q r i Or these products available at your local hardware store �e ��ee�edl 1,e 55J XalP a4 Q O<, e I 2ea•2x QOQVGQ�Qe � R° Sc�ea�\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 0 p 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'x19.418"x3" Vector Dynamics Tension Link Slotted Bolt Part # 59282 Part # 59135 6.25'x2.52"x3" m 3"x5/8" Vector 2000 Tension Link Part # 59288 Long,U-Bolt w/Nuts &Washers Part # 83044Z 2.125" x 2.375' x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor 2 ® Short U -Bolt w/Nuts & Washers Part # 10530 N . M 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" ® 1/2" X 2-1/2" Strap Protectors pa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" 0 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" Tie Down Marked & Certified G7 20 Strap w/Swivel Connector Part # Length 59732 12' 59734 14' 59736 16' Earth Anchors 30" x 3/4" with 2-4'' helix Black Paint: Part #59095 Galvanized: Part #59079 V Drive Head Part #59269 Drive Rods Part #59113 Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available Earth Anchor Stabilizer 12" wide Black Paint: Part #59292 Galvanized: Part #59294 Page 7C 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 must 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 (galy. 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 n: Vector pad for concrete Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge c California 8/2001 Vector Dynamics System for Concrete Applications y + ctor Instructions for Vector Kit #59008 (for single stack blocks) of Vector Kit #59006 (for single or double stack blocks) 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 Vector pad for concrete Concrete f c U -bolt Page 9 California 6/2001 WIND ZONE I Vector Dynamics Systems Required -4 ` I � � for Single Section Homes (Materials Required) _ e \ Sectio nog°ysme ,. C*lnA a a..r V ctO.,"n anua I , I n0i WIND ZONE I o (not to scale) u; co C? �2 sq. ft. pad instructions and/or state requirements. V v v v M V 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. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. 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 Mactor Kit, 2 slotted bolts ¥ 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), Y 1 ea. 4 x 4 pressure treated wood compression member Y 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 Y or 1 TIDE adjustable steel strut _-c WIND ZONE I Vector Dynamics Systems Required \ Single Section Homes Difficult Soil Conditions �e ect.10 , sy t mme sa\ guidelines' S nu ko I _ 1e 01 a e� jai sPa � 1ge°ns�ailalton I ' I 111ustra�t a pst be to acing =---- I ads en _ Found - �a ��;�'_ � �' •' ' I r l 3i ia_ ietx Y „ - 2 itCD maX• lyP V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ Home Length NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing must be went with home manulachrers' installation Per Side " Iruwctions andfor state requitarwft Maximum allowable working drag load for the Vector System with the steel 3 compression strut Is 3,150 pounds per Soil Classifications: the K2 Engineering test report. 2, 3, 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. 73' to 90' When using "" Drive Anchors V Home Length Vector Systems Anchors Required Each Vector Foundation System requires "V" Required q Per Side " • one Vector Kit, 2 Drive Anchors, 4 slotted bolls • 2 ea. 1-1/4 In. tie, length will vary with pier height (4725 Ib. min. break), 0 to 72' 3 3 • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 1 4 1 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adjustable steel strut " "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. t/E DOWN CD N J Metal Pier Sets I ZONE I - Vector Dynamics Systems Required for Single Section Homes Up to 72 ft." - - , - - I ' ♦ ' (Materials Required) t"o" hom erns• o1del�nes' \e seg ector sY an�a1 9 7,2 ft sng.mfor s a11ati1on m " \e pf a enera, s\) hoe �n , _ _ _ _ - ` ♦ , EXart�pshO\,s g ust be 10 T\ " " \llustr at�d spacln9 m - - _ I _ ; : ; - ' ` ♦ � ' _---- 1 \ ads - ♦ \\\ FoandOon P I ♦ 1 Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties 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 NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. O E WIND ZONE I ''-""-""- I ` Vector Dynamics Systems Required "bye Se ve <o syan�a� 9"tde��nes for Double Section Homes " - - ' " " T2 ft d0ac-ng i" ta\\atton Of a etas SP no (Materials Required -' " "" EXampS\10* 9e� be to h 11\usst av%o sPactng mus nd anon Pad V&n , � . I � r ' -,:r s y. ',_,kip \ ♦ , — _ � _ ' I \ `\'`' �' %.. _ ..,i is `: t tt•8x'tip `� s -•rte. , � � ��:; �; a";, � , �f:� � j ° q4 K• max• 0 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. Pier spacing must be consistent with home mamufacilrers' Installation Instructions and/or state requirements. 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) 11.1 0 2 sq. ft. pad Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 lb. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut n) cc CD n N O 7 LV 00 N O O WIND ZONE 1 Vector Dynamics Systems Rel for Multi Section Homes (Materials Required) . Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum luiredor jiQm stems. utile\\nes' ♦ ♦ ` ♦ ♦ V\ D io, \Jector sYmanua\ 9 I ♦ \ 9f eO t13\ sP home Insta\\at\on I " I , ♦ i \ ` ♦ \ \ to at,shoWs must be 1 \ stratto acing . I I `♦ F"-'" (\\ads andsP '¢-,: ♦` I �: ♦ undat\on ' : �s; ` ire . ♦ ` - ' ' I I ��� ♦ �.?a ter. l -- —_ ' " � ♦ \ WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or • Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ 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 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 TOE adjustable steel strut Anchors Required 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' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or • Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ 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 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 TOE adjustable steel strut n WIND ZONE II (not to scale) N. 9 OD s N O 0 2 sq. ft. pad Vector Systems Required Anchors Required Por Side * I WIND ZONE II (Hurricane) 0 to 48' Ice with eaves that exceed 6 Inches Vector Dynamics Systems Required y 49' to 60" in Zone 2 two additional frame for Single Section Homes ome e ' tl `!P a 6 (Materials Required}-- _ --' sert%O o ry tells- guide 73" to 84' A-- -- ' ng�e 10, a 2 85' to 90' - .• - ' 8 o{ Ta\ sPactige°nsta\\atto EXatlNl ,, gel' be to ho in the chart below. \\\uSsrat�dSPacingm for the Vector System with the steel ad 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. AA n WIND ZONE II (not to scale) N. 9 OD s N O 0 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Por Side * Ott *NOTE: For single section homes 7 n max yo 0 to 48' Ice with eaves that exceed 6 Inches 5 49' to 60" in Zone 2 two additional frame 5 6 tie anchors with stabilizer plates ' tl `!P a 6 (one anchor and one plate per 73" to 84' 7 side) must be installed In additon Gi 85' to 90' to the number of anchors listed 8 9 —] in the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 4B compression strut is 3,150 pounds per 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 Por 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 event y as Is practicable along the length of the home. Pyer spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required """ - of _m- -' 9�ide,ine� for Double Section Homes o��°�oT s0e's aS (Materials Required) 72�douev)(eftaJ�atoo � ins" ; Mu OD N 0 0 EXamp\s oWs gent, be to h° - - �111ustr nd spacln9 m - - ' _ i ♦ ♦ ♦ \ ♦ on Pads a_ - - - ♦ ♦ ♦ \ I ♦ ♦ �, \ _ " " .k, _rain ♦ I ♦ ♦ \ NOTE: Vector Systems should be spaced as evenly as Is prac the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements Soil Classifications: 2, 3, 4A, & 413 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 N (O 0 to 48' lD Maximum allowable working drag load 49' to 60" for the Vector System with the steel 5 compression strut Is 3,150 pounds per 6 the K2 Engineering test report. Mu OD N 0 0 EXamp\s oWs gent, be to h° - - �111ustr nd spacln9 m - - ' _ i ♦ ♦ ♦ \ ♦ on Pads a_ - - - ♦ ♦ ♦ \ I ♦ ♦ �, \ _ " " .k, _rain ♦ I ♦ ♦ \ NOTE: Vector Systems should be spaced as evenly as Is prac the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements Soil Classifications: 2, 3, 4A, & 413 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 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 WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) WIND ZONE 2 U ac on and SP /- oundsk�on 93 \ IN ® I 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, & 4B Soil Bearing Capacity: 1,000 PSF minimum Home Length Maximum allowable working drag load `Anchors Required Per Side for the Vector System with the steel 4 Vector Foundation Systems compression strut Is 3,150 pounds per Homesover 49' the K2 Engineering test report. WIND ZONE 2 U ac on and SP /- oundsk�on 93 \ IN ® I 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, & 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' Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) Materials: 1 ea. 4 x 4 wood compression member 'Anchors Required: 3/4" x 30" anchor (59095), or 2 ea. 2 x 4 wood compression member with vertical straps or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable - steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 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 413 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. eco Page 18 California 8/2001 Rlu-rn• to -DPty AGRICULTURAL STATFNCENT-OF ACF iOWLEDGaMNT J FOR RESIDENTIAL DEVELOPNWENT - Section 26-8.1 of the Butte County 'Code requires this acknowledgement be -recorded ri r t f b- p o o issuance o a ui ing perms ,. The property described herein is adjacent t 91-021137 I Ree' Fee 7.'00 to land or included within an area zoned 1 Check � 7.)00 - for agricultural" purposes, and residents Recorded of this property may be subject to incon- Official Records ( veniences or discomfort arising from the County• of use of agricultdra'l chemicals, including, Butte I but not limited to herbicides, pesticides, �' Candace -J. 'Grubbs '1 and fertilizers; and from the pursuit Recorder' I� of- agricultural operations including, 11t43am 30-114ay-9i I .;xX 2 but not limited to cultivation, plowing, spraying-, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real :property. -`-situate in the County of Butte, State of California, described as follows: - PLEASE SEE EXHIBIT "A",.ATTACHED HERETO. Date: ,S= 3 State of Acyl ) SS County of\ ZLAi k L. ) PROPERTY•OWNERS: On this the%. p - day of M A, -J 19 It I before me, the undersigned Votary Public, personally appeared - Personally known to me.Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) /S subscribed to the within instrument and acknowledged that Ht =PUBUC AL executed the same for the purpo s therein contained. IN WITNESS ON WHEREOF, I hereunto set my hand nd official seal. LIFORNIA iv. 15,1991 r SCJ Present A.P. No. 1la ,' Notary Public F.. Date: ,S= 3 State of Acyl ) SS County of\ ZLAi k L. ) PROPERTY•OWNERS: On this the%. p - day of M A, -J 19 It I before me, the undersigned Votary Public, personally appeared - Personally known to me.Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) /S subscribed to the within instrument and acknowledged that Ht =PUBUC AL executed the same for the purpo s therein contained. IN WITNESS ON WHEREOF, I hereunto set my hand nd official seal. LIFORNIA iv. 15,1991 r SCJ Present A.P. No. 1la ,' Notary Public 91-21 1 157 2 - Property Property location: on 500the ft.north west ofde of Drescherecrest Road Tract Road. Drescher Tract area. 2. Assessor's Parcel Number: AP 36-31-82 Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: Being a portion of Section 34, Township 19 North, Range 4 East, M.D.B. & M., and more particularly described as follows: Commencing at a. point n the West line of said- Section 34, which point bears North 0° 36' 00" East, 1781.86 feet from the Southwest corner thereof; thence o leaving said West line, North 89° 25.' 30" East, 1641.78 feet to the point of beginning -for the parcel of land described herein; thence from said point of beginning, North 04° 17' 10" East, a distance of 694.24 feet; thence South 67° 01' 38" East, adistance of 419.62 feet; thence South 12° 47' 02" West, a distance of 533.29 feet to the centerline of a 60.0 foot road easement; thence South 88° 20' 04" West, 275.34 feet along the centerline of said road easement and South 89° 25' 30" West 45.0 feet to the point of beginning. TOGETHER WITH rights-of-way of record recorded in Book 1614 of Butte County Official Records at Page 226'. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: END OF DOCUMENT lA. ld ��e COII%L� LAI,JD OF [,,IATU°.A! T: 1-4 A t ` A ;IT DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director August 21, 1990 Arnold Gibert RE:SAP-36-3 P. 0. Box 2389 Cert>frcete oofoC mpliance, Orovi.11e, CA95965 Dear Mr.'Gibert: Enclosed please find the Certificate of Compliance which was recorded by the Butte County Department of Public Works in the office of the Butte County Recorder on August 1,1990. The Recorder's Serial Number is: 90-032685. If you have any questions regarding this matter, please contact this office. Very truly yours, William Cheff Director of Public Works J�fin Mendonsa A sistant Director JM/ds attachment cc: Building Department Environmental Health Department I ��-32b65 90-032685 ; R e c Fee .00 Total .00 Recorded Official Records County of , Butte ; RETURN TO: Candace J. Grubbs ; Public Works Recorder ; Land Development Section 8:01am 1 -Aug -90 ; CD 1 CERTIFICATE OF COMPLIANCE Issued to: Arnold Gibert P. 0. Box 2389 Oroville, CA_ 95965 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: on the north side. of Pinecrest Road 500 ft. west of Drescher Tract Road. Drescher Tract area. 2. Assessor's Parcel Number: AP 36-31-82 Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: Being a portion of Section 34, Township 19 North, Range 4 East, M.D.B. R M., and more particularly described as follows: Commencing at a point on the West line of said Section 34, which point bears North 0° 36' 00" East, 1781.86 feet from the Southwest corner thereof; thence leaving said West line, North 89° 25' 30" Cast, 1641.78 feet to the point of beginning for the parcel of land described herein; thence from said point of beginning, North 04° 17' 10" East-, a distance of 694.24 feet; thence South 67° O1' 38" East, a distance of 419.62 feet; thence South 12° 47' 02" West, a distance of 533.29 feet to the centerline of a 60.0 foot road easement; thence along the centerline of said road easement South 88° 20' 04" West, 275.34 feet - and South 89° 25' 30" West 45.0 feet to the point of beginning. TOGETHER WITH rights-of-way of .record recorded in Book 1614 of Butte County Official Records at Page 226. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: NONE NOTE:..THIS CERTIFICATE.OF COMPLIANCE IS BEING RECORDED TO CORRECT AN OMISSION IN THE CERTIFICATE OF COMPLIANCE RECORDED MAY 22, 1990. County of Butte Subdivision Violation Committee E14U OF DOCUMENT Eatte, oun y L A N D O F N A T U R A L W E A L T H A N D B E A U T Y DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY June 12, 1990 Deputy Director Arnold Gibert RE: AP 36-31-82 P. 0. Box 2389 Certificates e of Compliance Oroville, CA 95965 Dear Mr. Gibert: Enclosed please find the Certificate of Compliance which was recorded .by the Butte County Department of Public Works in the office of the Butte County Recorder on May 22, 1990. The Recorder's Serial Number is: 90-20819. If you have any questions regarding this matter, please contact this office. Very truly yours, William Cheff Director of Public Works 2sistant hn Mendonsa Director JM/ ds . attachment cc: Guilding Department Environmental Health Department 9,0-208 i 9 90-020819 1 Rec Fee .00 Total .00 1' Recorded Official Records REQUESTED L3Y:. County of RETURN TO: Butte Public Works Candace J. Grubbs _ Land Development Section Recorder 8:02am 22�May-90 ! BG 1 CERTIFICATE OF COMPLIANCE Issued to: Arnold Gibert P. 0. Box 2389 Oroville, CA 95965 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act.and of Chapter 20 of the Butte County Code. 1. Property location: on the north side of Pinecrest Road 500 ft. west of Drescher Tract Road. Drescher Tract area. 2. Assessor's Parcel Number: AP 36-31-82 Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: Being a portion of Section 34, Township 19 North, Range 4 East, M.D.B. & M., and more particularly described as follows: Commencing at a point on the West line of said Section 34, which point bears North 00 36' 00" East, 1781.86 feet from the Southwest corner thereof; thence leaving said West line, North 89" 25' 30" East, 1641.78 -feet to the point of beginning for the parcel.of land described herein; thence from said point of beginning, North 04° 17' 10" East, a distance of 694.24 feet; thence South 67° 01' 38" East, a distance of 419.62 feet; thence South 12° 47' 02" West, a distance of 533.29 feet to the centerline of a 60.0 foot road easement; thence along the centerline of said road easement South 880 20' 04" West, 275.34 feet and. South 89° 25' 30" West 45.0 feet to the point of beginning. TOGETHER WITH rights-of-way of record recorded in Book 1614 of Butte County Official Records at Page 226. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: 0 County of Butte Subdivision Violation Committee `. /. �� %�. /��✓ MR N 1 ►1' Ila I cal END OF DOCUMENT A tte ount �� u LAND OF NATURAL W E A L T H AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director .7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director May 9, 1990 Arnold Gibert RE: AP 3� 6 82' P. 0. Box 2389 Application for Determination Oroville, CA 95965 Dear Mr. Gibert: At the regular meeting of the Butte County Subdivision Violation Committee meeting held on May 9, 1990, the.committee granted a conditional Certificate of Compliance for the above -referenced property. The conditions are: 1. Provide sataisfactory evidence that a suitable site for the installation and replacement of a sewage disposal system for a single family residence exists on the property. 2. Provide satisfactory evidence that adequate quantities of potable water are available for a single family residence on the.property. There is a fifteen -day appeal period before this Certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If the conditions are cleared prior to the end of the appeal period, a "clean" certificate with no conditions will be recorded. If you have any questions regarding this matter, please contact this office. JM/ds attachment cc: Planning Department Environmental Health Department Building Department Very truly yours, William Cheff Director of Public Works John Mendonsa Assistant Director -- .