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065-410-023
.;� �I , `' ' x 1, r_��µ.�✓ '-, -''"FL . DAMAGE REPORT .` t 65-41-23 en Gautschi 1508 Oak Leaf Ct., lot 114, PP#3, Magalia contr: Powe:s Const., Magaba C Perrot��4274-8& E(uti 'l�. ,MH) • ELEC.+ - � GAS 3 -Z3 -8 2. SUPPORT STRUCTURE Q.--111MIVI COMPACTION TEST 65 -t� }c.pntr- Le s•- Moile -H-ome� e t 'Permit �73 1-82 (MHI ) Iss �� 8 7--- 65-4F:-23 contr:Triple "S" Custom Homes, Para. Permit #1151-82B E(nea open de & r'•. det.garage/MH) ���� 065-410-023 03-1 64 BELL, CHRISTINECA 15086 OAK LEAF CT, MAG A Cont: CHICO NMS $Q� EX MH PERM FND EX SI i n r _ A NOTES _RESIDENTIAL 065 410-023 T 03-1264 <y, BELL, CHRISTINE PERh4IT NO. .-15086 OAK LEAF CT, MAGALIA- - .. -- Cont: CHICO MHS EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S.. CAI— Al SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY J=OK 0 = Not OK Not . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch 3. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. 4. Water; Location -Test -Easement Needed (Sketch) 5. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. 7. Well Clearance & Disconnect 8. 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date Braced Wall Panels Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11% Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Linina 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) r Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or.Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Stairs & Rails 16. Insulation 71. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 74. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Garage Fire Door; Swing -Landing -Closure -19. D.W.V.; Test Fittings & Anchor -Nail Protection 76. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 22. Gas Pipe; Sixe & Anchors 78. 23. Fire Sprinkler; Test 79. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Guard Rails & Deck Construction -Post Caps 24. Fixture & Transformer Clearance -Ins. Protection 82. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Clearance Looked under Floor ❑ Yes 27. Romex Installed Close to Edge of Studs & C.J. 83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters O Yes O No 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 84. 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 A.C. Unit Disconnect, Electrical -Plumbing 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes O No 86. 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. Water Well, Disconnect, Electrical, Plumbing 34. Clothes Closet Light -Shower Light -Spa Light 88. 35. Smoke Detector 89. Ventilation Throughout House 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 Gas Test -Meters Tagged, Gas -Electric 37. Vent Fan, Exhaust above insulation 93. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or.Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: x (Rev. 12/96) a COUNTY OF BUTTE - DEPARTMENT OF.DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,'California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT �� y ASSESSORPARCEL UMBER 065- 23 ZONING BUILDING PERMIT OWNER INE D_ TELEPHONE 873-2907 SO. FT. OCC. BUILDING VALUATION 1800 R 97,200, . OWNERS MAILING ADDRESS 15086 OAK TEAE ff MAGALIA, CA 95994 CONTRACTOR'S NAME C1895-1774 TELEPHONE CONTRACTORS MAILING ADDRESS PQ RON CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 630.5Z2 $ 315.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 15086 OAK M LEAF CT. MAGALIA Energy Plan Checking Fee $ PERMIT FEE $ 358.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)ff Other SPECIFY Each Trap 7.00 Solar or heat pump 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 XK Describe Work: EX MH ON PERM FMEX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Fee 20.00 Main Service 200OV AORLESS 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, fujl fo and effect. �� �� License Class �-• Lic. No. OWNER -BUILDER DE�GLARAT ON 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, army 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 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( DlACC. BLDS. SO 3.5QFT. NON -NEW pFRIpT' MULTI.OUTLET @7.50 POWER APPARATUS E SINGLE OUTLET CIR. EX. OCCU . OUTLEr OR FIXTURES .00 SAL @ 1.50 OFlxu. RM ORS Ex. Occup. EO 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Policy Number above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) 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' on laws of California, and agree that f I should become subject to the mpensation provisions of section 3700 of the Labor Code, I shall itmply with those rov' ions. ll��� ``77n� Date � �� icant - ❑ Owner Contractor ❑ Ag nt required for excavations over 5'0" deep(and demolition or construction %uctesstories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 408.25 HAZ. I o FEES IMP I FLOOD I COF PARCEL PO HD I ISS This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By iate. RMIT EXPIRES ON provisions to do work paid. 7 to R ceip No. J 3 C7-� W ITE•D.D.S.•B.D. CANARY- S SSOR PINK -IN P CTOR GOLMRJ9D-AtPPL!1CAN!TJ ~~ ' COUNTY OF BUTTE-DEPARTM 7 County Center Drive, Oros 1 PERMIT SERVICES -BUILDING DIVISION 959'6P!Phq-rt'e (530)538-7541 Fax (530)538-2140 CATION DATA SHEET OWNER: Sell, CAr1S4/� 1' ! ASSESSOR PARCEL NUMBER Proposed Building Use: t K S� 1 Y_ -,Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Ll 2. Compffte plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4'&s, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! 0,,,.5. Energy compliance design and supporting documentation in duplicate. 06. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed 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. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ _ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... _ ❑ 10. Letter of intent for non-residential buildings......................................................... _ ❑ 11. Detached Accessory Building Form filled out by the owner.................................t.... ❑ 12. Hazardous Material Form...........................................................................) _ ❑ 13. Other r" Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �14. Fees as shown on the attached Schedule of Fees Due Sheet.....................................� O �1 ❑ 15. Statement of Intent f6r Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health -Department in ❑ 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C)'Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for rYl required ................ ❑ 23.- Contractor's license inf6rm_ation. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy - g g of Agricultural Acknowledgment Statement.......... `.:..jt! rf..........,.%.- �`� ❑ 28. Manufactured home utilityclearance.................................................:.i,':�:j*r✓ ❑ 29. Existing violat' d/or expired permits.......�.. ....................� .... ❑ 30. -Grant Deed, M. Title/Statement of Facts.-.-= Tetter.....fr..om.Legal OwneDXC;heck to H.C.D. "1 ❑ 31. Other: When issued Telephone and hold for pickup. I have been .nf nredro the above items and requirements for obtaining a building permit. V 3 �� cant: Da) 1. Index permit plic ion for the above items numbered: Plan Check Letterfr 2. Additional items required ✓� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Datec•_ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b ."Date: _ Plans reviewed by: Date: Plans approved by: e'er Date: ' Structural reviewed by: Date: Structural approved by: / Date: Note transfer by: Date: _ ti Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # D G.S. - t'/O - 0,P3 PROPROSED BUILDING USE '��'j [��" DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES � c j �` � �� / � G --- Balance Due ..................... $ ` _� 3 --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... .,X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 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) r� OWNER LOCATION: CONTRACTOR:, PRE-INSPETION FOR.: PRE -INSPECTION REPORT DATE: / - '- A. P. #- /X ZONING: DATE TO IKSPECTOR � / . PERMTT HLSTORY:( ) NONE PA` FOLLOWS: BU LDING INSPECTOR'S RVORT Banding Description n `G,emmaciaWs�age: Resid=dal/# of Units: Currently Occupied AbandonedNacant Electric: Yes a No Condition of Electric currentlyn v Off O Gu:... Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Woridng Well Worki Obvious Comments: Potable Water ACTION RECOMMENDED: LSSUE: HOLD FOR Inspector: ADate (D Sketch buildings on reverse and indicate location on p'roper j� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION i 7 County Center Drive • Oroville, California95965 • Telephone (530) 538-7541 s ,� PERMIT NO v.12/96 ) APPLICATION AND PERMIT SSESSOR PARCEL NUMBER , �. ZONW BUILDING PERMIT (�--�� TE HONE �. 3 NYNERS MWIG ADDRESS . 7 w SQ. FT. OCC. BUILDING VALUATION N. :DNrRACTOR'S NAME E / GJ L :OWMACTORS . D ;e bNSTRUCTION LENDER Fireplace ENDERS LWLWG ADDRESS Total Valuation 5 v ._U tRCH ECT OR ENGINEER LICENSE NO. Firing Fee $ 2 0.0 0 Permit Fee •'�i� WCMTECT OR ENOWEERS MAILING ADDRESS Plan Checking Fee BULDWG ADDRESS / SGS LC! /-� 7 IFi Energy Plan Checking Fee 5 . S cSejiS PERMIT FEE ,20.00 LOT NO. SUBDWSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Moblehome ❑ Other sPECNFr Solar or heat pump water heater 1 23.00 Water piping 15.001! ' Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti66es ❑ Installation ❑ Other ❑ r-, Describe Work:_ ��� (�} ? XYZ �lJ� `) t Gas piping system' 1 - 5 outlets 15.00 Building sewer 1 5.00 Moble Home S G W EOO PERMIT FEE ELECTRICAL PERMIT I Fling Fee 20.00 eoov OR LEss Mein NIC@ 200A OR LESS 23.00 � - Silk A > O44-moir 4 ON I was ORONO _ G a� 2 • /) / Main $eN- 2oaN, TO N000A 46.00 NEW CONST: DYVELLM OCCUP. I 3.5¢x. OR ADDNS. ACC. OLDS. CONS . Y OLmFr @7.50 NON•REsro. POWER APP 8 SDiOLE O OvnET OR FM-nMW')-, 2L (y I.oO Ez Occup. DAL Ex. Occup. UrLE'r ESroOR , 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 MSc. Wiring23.00 PERMIT FEE _ MECH CAL PERMIT Firing Fee 20.00 Heating HH0000dd Ventilation 1-4 PERMIT FEN= S Moble Home installation Fee S Energy Inspection Fee S OCC coNsr. TTPE TOTAL FEES C3, D. FEES IMP FLOOD CDF PMC0. PD ND i 6S UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON rua /a Beil D DAMAGE REPORT 65-41-23 Allen Gautschi 15&6:Oak Leaf Ct. , lot 114, PP#3, Magalia-, contr: Powers Const., Magaba Permit #4274-8' ,E(util. ,MH) ELEC.+ Y1� A..��i GAS SUPPORT STRUCTURE COMPACTION TEST,,, 65-4' contr : Leer''`s Mobile Home Permit #f731-82 (MHI ) Issue 65-41-23 contr:Triple "S" Custom Homes, Para. Permit #1151-82B. E(nEw open de & ri L det.garage/MH) ✓����� �,�� f 's— 0 R ( Gfi k 4�',4,Klc:- CT )w/54-4 /''A Time ORDER UNTj..4 Plwz 11'01365811' 1: L 2 L L 3 8 9 Fm L1: 001,6 L13 ?O/Lil RECORDING REQUESTED BY: :. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 08 -May -2003 2003-0029724 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This .document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as, to its contents to all persons thereafter dealing with the real property. CHRISTINE D. BELL REAL PROPERTY OWNEU/LFSSOR 15086 OAK LEAT COURT MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE SAME INSTALLATION MAIIAES DDRS, IFIF DFFE U NT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, wrier -SAME-) SAME MAILING ADDRESS BUTTE COUNTY BLUDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-1264 530 538-7541 BUII D G PERMIT NO. TELEPHOONNE NUMBER -_ 0 S TORE OF LAJUAL AUENCY-OFFICIAL DATE DEALER NAME (if not a dealer sale, write -NONE-) NONE DEALER LICENSE NO. JAIVIh ---CIS------COUNTY— --STATE--------------------- UNIT DESCRIPTION BARON HOMES 1982 BARON HONIES1 VSC150T MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAhiE/NUIvfBER n i n1 A T i— 1`iATLM_ 11 N ASSESSORS PARCEL NUMBER. AP # 065-410-023 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept BUILDING PERMIT NUMBER: 03-1264 Address or location of unit: 15086 OAK LEAF CT., MAGALIA CA 95954 Legal Description of Real Property: AP # 065-410-023 SEE ATTACHED (x) Mobilehome/Manufactured Home O 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: CHRISTINE D. BELL Owner's address:15086 OAK LEAF CT., MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: CAL233706/7/8 SERIAL NUMBER OR V.I.N.: 2103 A/B/C MANUFACTURER'S NAME: BARON HOMES YEAR: 1982 OFFICIAL APPROVING INSTALLATION: DATE: 5-8 -03 PHONE: (530) 538-7541 H.C.D. 513C : CHRISTINE D. DELL, an unmarried woman the following described real property in. the unincorporated area fi County of Butte ,State of California: :Lot 114', as shown on -that certain Map entitled, "PARADISE PINES UNIT NO. 3", which Map was filed in the office of the Recorder of the County of Butte,. State of California, June 17. 1970 in Book 35 of Maps, a -t pages 78,79, 80, 81 and 82. EXCEPTING AND RESERVING TIME -MOM all of the valuable minerals beneath the surface of said land with the right to mine and extract said minerals, it being agreed and under- stood that in all -mining operations the surface of said land will be protected against damage and that all mining shall be carried on from tunnels, shafts or drifts having their orifices outside of the surface area of the above described realty, .511 as excepted and reserved in that certain Deed from the Magalia Mining Company, a corporation to E. D. Storts, et ux, recorded September 4, 1947 in Book 423 of. -Butte County Official records, at page 385 ` i i ueruulrlxl, ur.prlvrru uv BUCI'I:: CoUN'i'1 TITLE COMPANY •^ (l• M,II 1.4, 11,11 ,11.51 III AS SHOWN BEW14 „m:. nrrnrnnu nlnu. n, Ir CIlRISTINE D. .BIELL ,uerl r L5086 Oak Leaf Court %i Magalis, CA 95954 .J IIN 111•N `1.l 1, 501.03/P.181.09M.S 7'I-L4fJl 94-024731,' /4-024 ! 31I Rec Fee I DOC Recorded I Check Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:00am 13 -Jun -94 I GRAN T DEED "."rhe undersigned granlor(s) declare(s): Docununlary transfer tax is 8 47.-85 _ . (v(1 Computed on full value of property Conveyed, or a ( ) Compuled on full value less value of liens and encumhruu•es retraining at time of sale. 't• 1 XX Unincorporated iron 1 ) City of— Tax f_Tax Parcel No. ----- 165_-__4l(L023— "FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ALLEN K. CAUTSCIII AND ANITA L. GAUTSCIi.I, husband and wife hereby GRANT(S) to CHRISTINE D. BELL, an unmarried woman the following described real property in the unincorporated area County of Butte ,State of California: 6.00 47.85 53.85 BCTC JR 1 (INDIVIDUAL) Lor. 114, as shown on that certain Map entitled, "PARADISE PINES UNIT NO. 3", which Map was filed in the office of the Recorder of the County of Butte, State of California, June 17, 1970 in Book 35 of. Maps, at pages 78,79, 80, 81 and 82. EXCEPTING AND RESERVING THEREFROM all of the valuable minerals beneath the surface of said .land with the right to mine and extract said minerals, it being agreed and under- stood Lhat in all mining operations the surface of said land will be protected against damage and that all mining shall be carried on from tunnels, shafts or drifts having their orifices outside of the surface area of the above described realty, all as excepted and reserved in that certain Deed from the Magalia Mining Company, a corporation to E. D. Storts, et ux, recorded September 4, 1947 in Book 423 of Butte County Official -records, at page 385 DASA - May 18, 1994 ------------ rpt°[c �% IiI ��•— -- N, K. CtAUTS`I 1 ANITA L. GA :SCHI Slate of _..... ..........._......_.. __ .__....__.._ .._.._.._....._.._._.... _._..._.....-........ _... CAPACITY CLAIMED BY SIGNER County ef. �cc.t�.c,-•-_•--.__..._........__.._.__----_- CunFORATES) _ _._.. — l ` r CI OFFICERISI _—.—.—.----. �Orl _.._::.......:-.. �..L._...._. before me; _.._.......t:_ .._....__.............l...4_.._�__..__..__._.....__....._. nn(f NOIAllYl•um it,., " - II III.•' / / f] PAHTNEII(s) person;lly appearcd .x/�//�'/��,.!:..%•:�/I �..,(;l (...�'•( /'.�I!/(rl L. 1' 1'�lr y 11 AT'1.)nNEY-IN-FACT NnNfCh lnrvual!nob I1 rI1r157FFIS1 1 L1'personally known to me - OR - �i proved m.1:7UOSCIInIING WITNESS t� o on the basis OI satisfactory evidence 11 OtIAI1DIAWCONSEIIVAI'011 to be the person(s) whose nnmo(s) is/aro r,Or11E11 subscribed to the within instrument and acknowledged to me that •he/ehe/thoy _„• ,.. ,___--.,..•__-_._.._. _ -. . 4 oxeculed the same In his/her/their authorized REBECCA ARNOLD capaclly(ies), and that by his/her,'thoir SIGNE” IS REPRESENTING: cc,16 .°o:oplisignituro(s) on the instrument the person(s), NAMI In PLIISlINI:iI V11 I'Nrltltr ;il 4 AWECC1jhW A0 orIheentityuponbohaIIulwhichIhoporson(s) ota2 0V1 artcld, executed Iho instrunulnl, ../�. .:.- .1u.'...•_........._..-...... Witnyoss /my",)7nnd nnd,officinl stns. . ........ ..........._.... i..,. slnwnnnn rl nlllnnv .. GI•.^r�,r 04/30/2003 10:18 5308737814 TIMBER RIDGE REAL ES PAGE 02 STATE OF CALIFORNIA -DEPARTMENT OF HOUSING ANI) COMMUNITY DEVELOPMENT .rI VftaT .fi ^A.r .. r 14CPAI SIR i A wit --9[ MANUFACTUnEll NAME/1D TWE NAME MODEL DOM DOT DFS SPC EXPIRATIO" BARON. HOMES INC/3 6130 I BARON HOMES VSCI SOT 03/19!82 1 03oo19/82 04113/82 'r L U SEPAL NUMBER LABEL/ItISIONIA NUMM V90t — LENGTH MOTH ISSUED;c '0'4 EXEMPT USE I TYPE I 2103A CAL233706 518000 000720 000144 01,106,195 1 SM ILPT 2 21038 CAL233707 olecoo 000120 000.1174 L OX AVER NCCLC 3 21430 CAL233708 019000 000432 000122 TOTAL 4 pe FEES A 6 L 0 w RAICHO Dom CA DATE' 1L/16J4,12'09:00 A BELL CHRISTINE D 0 15086 OAK LEAF CT 0 MAOALIA CA 95954 J U F R T L I fi 0 c L 0 D UNITY DFORTANT 03-003-00053 THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT TITLE AND COMMUNITY DEVELOPMENT AOAINST THE DESCRIBED UNIT. I THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT, 0300001 BELL CHRISTINE 0 A ISOU OAK LEAF CT 'r L C MAGALIA 95954 0a 15086 OAK LFAK'---Cf,,f w I X T u u MAGALXA CA L OX AVER NCCLC pe A PO BX 2190 L 0 w RAICHO Dom CA DATE' 1L/16J4,12'09:00 95; 41-9�4 R At'* J U F R T L I fi 0 c L 0 D UNITY DFORTANT 03-003-00053 THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT TITLE AND COMMUNITY DEVELOPMENT AOAINST THE DESCRIBED UNIT. I THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT, 0300001 f Building Permit Number: Owner Name: �Q,{ 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 aYour parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 •� Building Permit Number: /Z(p Owner Name: 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 overh�a�n�,�,s,,,shall be clear of all easements. A setback of�0 from the side andGtp �W- et' 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 g73 r :Z 907 06-5-- V /0 - 3 , VECTOR DYNAMICS FOUNDATION -SYSTE1 WIND ZONE 1 & 2 - INSTALLATION INSTRUCTIONS For the State of California Release Date 8/13/2001 INDEX PAGE Engineer Approval SECTION NUMBER LU/ INTRODUCTION 2 TUCK F PIER HEIGHTS 3 :��i'�' GENERAL INSTALLATION 4 '� ✓ _`:', c� Nn , r•.,; SETUP INSTRUCTIONS 5 & 5a ^' METAL PIER & V -DRIVE 6 UO b 20 PARTS LIST 7, 7A, 7B & 7C /Q / CONCRETE INSTALLATION 8 & 9 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V DRIVE 11 - METAL PIER 12 a $7M - DOUBLE SECTION 13 HEAMMWEAppT N w51 - TRIPLE SECTION 14 APPROVED WIND ZONE II - SINGLE SECTION 15 SUBJECT TO CORRECTIONS NOTED - DOUBLE SECTION 16 - TRIPLE SECTION 17 APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIOj:S SOIL CLASSIFICATION 18 Stare ofCalifomia Department of Housing and Community Development COMPONENT PARTS AVAILABLE UPON REQUEST DIVI c AND STANDARDS (sign Ure) SPANO. q9 / �'"r MikAuAppmvWExpim q -/D -o Foundation System U 1, E COUNTY BUILDING DEPARTMENT APPHUVEW 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. 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 Staridards 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 mufti section homes:. • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE 1 • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's 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 8/2001 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 r►yu►v c 6 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 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. tc. Page 4 California 812001 Set -Up Instructions for.the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Short Long b g short Clear all loose vegetation from the immediate u•ooic / \ u �n area where your Vector foundation pads will rest. Press or hammer pads into the ground. - Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 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 Z4 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 8/2001 M Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A � y Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. , Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member.. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California %2001 Vector Dynamics Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2°. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16°. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive heAd. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inchJ5084 the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dynamics, Foundation Systems ector Component Parts List Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 ---------------------------------------------------------------------------------------------------------------- Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System Kit # 59007 oo'Aft,I&I Concrete Vector System Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 ll l Concrete Vector System Kit # 59006 (for double stack blocks) lit Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 California 8/2001 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 Or these products available at your local hardware store S Jteaeazedl x R lPtes ea, A Apt 2ea•Zx QOPVGP\Qe Sc�ea�\e R 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. • �e Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge. 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x 19.418" x 3" ® Vector Dynamics Tension Link o Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link Part # 59288 2.125' x 2.375" x 2.06" O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Slotted Bolt �.7j'll' Part # 59135 3" x 5/8" Long'U-Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Page 713 ' California �r►E -DOWN ENGI F'. BRING California Protecto-Strap Part #59276 6.3" x 3.3" x 7/8" Strap Protectors Part # 59232 o PVC Adaptor Part # 59281 7.25" x 4/56" x 1.42" I% ` Carriage Bolt w/Nut & Washer p® Part # 10925 , 1/2" X 2-1/2" Protecto-Strap a Part # 59279 6.3" x 3.9"x 7/8" E ® Carriage Bolt w/Nut & Washer Part # 10624 3/8"16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping rage t L, - uanrorrna .IMMIX Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' ;. Part # Length _ 59732 12' p 59734 14' 0 59736 16' Frame Tie w/Hook 0 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors A 12 ft. P/N 59211 Longer Lengths Available ♦ of 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth An Stabilizer V Drive Head �"` t2" wide. Black Paint: Part #59292 Part #59269 ` ®® Drive Rods * "� Galvanized: Part #59294 0 Part #59113 rage t L, - uanrorrna .IMMIX "/ector 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 (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2A'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 (� a -1; _ • , - \_� --, .. X11 1-;� ,,�, -, � - 1 Vector pads for concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B e California /2001 Vector Dynamics System for Concrete Applications 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 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete footer lkt�� California 2001 WIND ZONE I - Vector Dynamics Systems Required forSingle Section Homes (Materials Required) - - _ Le Sewer ° ommanUa` co CD 0 v 0 ly WIND ZONE I (not to scale) 00 0� �2 sq. ft. pad instructions and/or state requirements. 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 0to72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires ¥ One Mactor Kit, 2 slotted bolts Y 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 TDE adjustable steel strut - WIND ZONE, I Vector Dynamics Systems Required - _ _ _ - - - _ ' Single Section Homes Difficult Soil Conditions I ` ` SeCve �o oy m a\ guide\in e of a h �a\ sP 9 melt sta�\atton a in , EXatrPsh°Ws geust be t° - - " " stfalwn acing `•c' - - ; - - r. �F ` � `. � 1 and sP .ads F oundatlon P I 1 1 . J _ x 'a-AL.tYP CD - _ Home Length 9 V -Drive anchors o are used only in WIND ZONE I Per Side' (not to scale) 0 to 72' Insttucdats andfor state reWkenterrts. 3 Maximum allowable working drag load �2 N sq. ft. pad O O Soil Classifications: Home Length 9 Vector Systems Vt Y Anchors Required NOTE: d be spaced as evenly as ��Vector Is the home. Pier pact a the lend Per Side' must be consism wllh home manufectlrers' k9aladon 0 to 72' Insttucdats andfor state reWkenterrts. 3 Maximum allowable working drag load _ for the Vector System with the steel • or 2 ea. 2 x 4 pressure treated wood compression member compression strut Is 3,150 pounds per Soil Classifications: 2,3the K2 Engineering test report. Soil Bearing Capacity: 1;000 PSF minimum Anchors Required": "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length 9 Vector Systems Vt Y Anchors Required Each Vector Foundation Jysrem requires • One Vector Kit, 2 'V' Drive Anchors, 4 slotted bolts Required Per Side' • 2 ea. 1-1/4 In. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' t0 90' 4 4 • or 1 ea. 3-112" 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. cc CD N Metal Pier Sets ZONE I - - I . , Vector Dynamics Systems Required for Single Section Homes Up to 72 (Materials Required) _ - - - - o home ms• del��es. sedol of s11sta� a\ 9u`\JeGt u o{ 2 72 ra spa omeot sta\\a��o� m .n . rGXampshows gest be to h - - spa°`n9 m _ � I and n pads 1 Fou 1 00 N O O W.. Pier Ser Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 ' Ancnor ana slaDllfzer plate comolnauon NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN WIND .ZONE I "' ' n h mems• �de1 e 0 1n s• ♦�` "a` Vector Dynamics Systems Required , _ _ -' �e se�tilOtot sYstan�at e for Double Section Homes _ _ - - " o� a e�ado pac\nrtg`e01 a\\0%oc\ m - - ' _ - - ♦ `; (Materials Requiredl EXa o(Ashows 9e'stoe to h - -' 1 - ' \\\ustrat% d sP3604 m , \ n Pads an 1 u,dauo r _ Y ' ♦ i. � ` � • CG F Y � � , t Max. r3P. ♦ ` 1 Maximum allowable working drag load for the Vector System with the steel . compression strut Is 3,150 pounds per the K2 Engineering test report. 0 0 N2 sq. ft. pad *F -' - ' `°` NOTE: Vector Systems should be spaced as evenly as i Is practicable along the length of the home. Pier spacing must be consistent with hone nundacttffers' Installation instructions andfor we requirements. Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x.4 pressure treated wood compression member • or 2 ea. 2 x 4pressure 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 I WIND ZONE 1 I Vector Dynamics Systems RequiredorrQmsej�a\9,tdat'nas for 4a,00 anu I. for Multi Section Homes ,,39 `�' ana`a S;SP h°mn e \nsta\ta (Materials Required) f.`, _f . Snousmustbato '\\Wstr9ntd sFac\n9 ` F "n FOundatio 1 ` kc - Soil Soil Classifications: 2, 3, 4A, & 4B`' Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE 1 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' variance + or - is allowable at each system.Pier Homes over 52' 4 Vector Foundation Systems 0 up to 76' manual. WIND ZONE 1 r — Oo �2 sq. ft. N O O Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. 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 TIDE adjustable steel strut NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by 0 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.Pier spacing must be consistent with the home installation manual. !y r — Oo �2 sq. ft. N O O Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. 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 TIDE adjustable steel strut N cn CD Vector Systems Required Anchors Required Per Ida * Eaves 6" or less WIND ZONE II 0to48' 4 4 (Hurricane) Vector Dynamics Systems Required 49' to 60" 5 5 for Single Section Homes hpm ems 61' to 72' 6 6 ppn Uide\\nes• (Materials Required}. ", Sin9�e fotven man"a\ 9 ^ - ; It In sta\\ano 01 8 'l EXamPseoWs9mUskpetoho 9 ' \\ atfatiaf Pads an on _ tie WIND ZONE II (not to scale) C. .z N ODO 0 2 sq. ft. pad *NOTE: For single section homes with eaves that exceed 6 inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per st report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to 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 Ida * Eaves 6" or less Eaves over 6" less than or actual to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe , • or 1 TDE adjustable steel Strut WIND ZONE II---""""�'� •- Vector Dynamics Systems Required "-- e�t�ono oy eua`g��det�nesl for Double Section Homes - " - ooe 1 vett man _ - (Materials Required) - - " - f a ?2 �� d pac`0e �nStat\&on - i ® ® : ��-•i�ll�� ®s NMI �� ®1 ��� L NOTE: Vector Systems should be spaced as evenly as Is pre the length of the home. Pier spacing must be conslsd manufacturers' Instructions and/or state requirements n WIND ZONE II (not to scale) O \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A; & 4B Soil Bearing Capacity: 1,000 PSF minimum - Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required v CD Maximum allowable working drag load 4 for the Vector System with the steel 49' to 60" compression strut Is 3,150 pounds per 5- the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pre the length of the home. Pier spacing must be conslsd manufacturers' Instructions and/or state requirements n WIND ZONE II (not to scale) O \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A; & 4B Soil Bearing Capacity: 1,000 PSF minimum - Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0to48' 4 4 49' to 60" 5 5- 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 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 . E WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 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. n N O N 2 sq. ft. pad Co 'e N O O H Soil Classifications: 2, 3, 4A, & 4B Soil Bearino Caoacltv: 1.000 PSF minimum Materials: *Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut *Anchors Required Home Length Vector Systems Required r Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' - Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: *Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut 1 r 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. Page 18 California N001 rw�#" ' Ps 1, " � ry � a N \ " 1 r " I ' 1 7 44f♦ M � .�210It Pr 141 7 ) A16 re FIT? 0 BUTTE COUNTI J�lC�L i K'1ri • srafr� o.eR /Y _ — _ BUILDING DEPARTMIN APPROVED SoA r f �6N�lrow - &*is, p a« ♦ q AArAR ErE�T�g �� '�: , =� .1� � .�. 7,1 4 �` ��� ��, BUTTE COUNTY BUILDING OFFICIALS JURISDICTION Block __ Parcel No.' Rapid Evaluation Safety Assess'rnent Form BUII)ING DUCRIPTION: Name: 0� -- Address: I SOK(o-- No. of stories.. Basement: Yes ❑ No Unknown ❑ Primary Occupancy: Dwelling . Other Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Public -Assembly ❑ School 0 Government ❑ Emer. Serv. ❑ Historic ❑ Other O` F-RALL RATNG: (Cheek One) IINSPEC TI) (Green) ❑ Exterior only . Exterior and Interior I,IlY1I'I ED ENTRY (Yellow) ❑ UNSAFE (Red) INSPECTOR: Inspector ID ��- Affiliation INSPECTION DATE: Mo/day/year , Time 3 ; / arr= (,"m Instructions: Review structure for the conditions listed below. A "yes" answer to't, 2, 3, or 5 is grounds for posting entire structure UNSAFE. If more review.is needed, post LIMITED 172'FIRY. A "yes" answer to 4 requires posting AREA UNSAFE and/or barricading around the hazard. Hazards such as a toxic spill or an asbestos release are covered by 6 and are to be posted and/'or barricaded to indicate AREA UNSAFE. More Review Condition Yes No Needed 1. Collapse, partial collapse, or building off foundation ❑ ❑ �, F-1 2: 3. Building or story noticeably leaning Severe racking of walls, obvious severe darnage and distress ❑ ❑ 4. Chimney,.parapet or other falling hazard ❑ ❑ ❑ 5. Severe ground or slope movement present ❑ 6. Other hazard present ❑ Recommendations: t9 ---No further action required ❑ Detailed Evaluation required (circle one) ❑ Barricades needed in the following areas: Oiher: Posted at this Assessment: Cor. Structural Geotechnical Other ❑ Yes 4N0 DATE TIME 1200 ESTIMATED DAMAG Z70 BY DAMAGE REPORT FOR INITIAL ASSESSMENT FLOOD JANUARY 1995 n, - -1 s 17� PUBLIC INFORMATION OFFICER 538-6953 Name Reporting Party Address/Location S©� Telephone Number K`7?�— 2902 City County Type of Damage (Note: Emergencies Refer to 911) Building Description [ ] Commercial/Usage [ of Residential fy eeaand # Units Ua:�Lyo 176W� [ -] Currently Occupied'/Use [ ] Abandoned/Vacant Electric Any electrical submerged YesNo [V13 oN(j oF'F( ) Obvious damage (failure, downed wires, arcing) Gas Natural/Propane _� J Obvious problems (odor, leaks, leaks, propane tank floating/submerged) On [ ] Off [ ] Structure Cp„q— On/Off Foundati -S. Flooding above/below floor Obvious leaning, tilting Severe Damage/Collapse Debris Hazard Sanitation }. Plumbing working Running water Well Flooded Obvious Sewage Problems Chemical/Fuel Wet,'flooded, lost chemicals Type pesticide, fertilizer, other chemicals Amount Fuel tanks (above or below ground) Obvious hazards Agriculture Loss Crop Damage Livestock Lost Building Damage Roads (Public) Road Name Obvious Damage/Hazards Location/Landmarks Traversable (Sedan, 4 wheel) Involved Utilities (downed wires) Levees Public [ ] Private [ l Waterway Name Gl� Location of damage/problem Obvious hazards Nearest Landmarks Overflow/freeboard Copies: [ J OES ( I Agriculture ( J Health ( I Fire [ I Building ( 1 Sheriff PERMIT N0. 115I'82BE ' PERMIT EXPIRES�V% ��• OWNER Allen Gautshi : Triple "S" Custom Homes, Para. CONTR. ASSESSOR PARCEL 65-41-23 # LOCATION 15086 Oak Leaf Ct., Magalia (lot 114,PP#3) it {c i r Temp. Power Pole } Called PG&E Temp. Elec. Service i . � Called PG&E • S 't Temp. Gas Service F Called PG&E • � JOB FINAL ED (Date l/ i Signature J = OK 0 = Not OK — ='Not Applicable MOBILEHOMES = Not Ready - t MISCELLANEO"'G Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS OVERS, CARPORTS, ETC. (Plans) Q. :xcept l 1. Zoning Requirements—Setbacks—Easements 6,02onin quirements-Setbacks—Easements _ 2. Soils; Special MH Support—Sketch. otings; 'ze—Depth-Spacing—Connectors _ 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg. -Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date `• Card -BI ate J- and -BI Date _ Card -BI Date Card -BI Date. 'Card -BI ateDate Date MOBILEHOME INSTALLATION (Plans) OK except H's 1• Zoning Requirements—Setbacks—Easements Date _ POOLS (Plans) OK except #'s 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining _ 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/O to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Daie Card -BI Date Card -BI Date .r r I u 0 J = OK 0 = Not --"OK - = Not Applicable RESIDENTIAL (Single and Duplex) = Noi,Ready Date UNDER OOR(Plans) OK egce t#'s Date FRA G Continued - I "I 1109foning requirements -Setbacks -Easements Pr per ine Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg: DepthDoors-One 3' -Check Garage zits a0oF1g., Garage; Soils -Steel- / " Ftg. Depth-•. S4Vairs; Width -Headroom -Rise -Ru L ndin%- re Protection 4. Ftg., Porches & Decks; Soils -Steel- / /' Ftg. Depth PI on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab --• __ 5 iding-Nailing-Veneer 9-eremwalls, Garage; Steel-Blockouts-Wrapped-S1 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator rvice Test 11. Electric; Underground 12 Plenums & Ducts; Cle aterial-Support-Ins. 3. Girders-Sills-Ancho Joists-Vents=Cripples' Card -BI r Date Card -BI Date r• > Card -BI Card -BI Date BI Date ate Card -BI Date Card -BI Date and -BI Date Date FINAL (Plans) OK except N's Card -B] Date t; , ri-NA<ard-BI Date ^ Date PLUMBING (Permit) OK acept q's 56. xt. Steps -Door & Sidelight Protection -Landings and e e e - 14. Water Ht.; Vent -Ac ss -Combustion Air 5$_F= aaG ents-Clearance-Comb. Air -Connector - In Garage; Above loor-Ducts-Mech. Protection 15. Water Pipe; Test & nchors-Nail Protection 16. D.W.V.; Test-Ftt s & Anchors Nail Protection5-0316timE-0316M thng 17. Shower Pan; Tes , First Floor -Tub Access ath Fixtures & Tub Access 18. Test Tub & Sho er, 2nd Floor -Tub Access 6 I rim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size PAnchors 6 tairs & Rails 6 r tove; Clearances -Hearth 64. lec. Outl at Wood Panel; Int, xt. Card -BI Date Card -BI Date . & Appliance; Grn - ir Gap -Cooking Clearance Card -BI Date Card -BI Date u e s & Recept it. Counter Date. L �Clperrrdt) OK except k's arage Fire Door; Swi Lan Closer min Garage -Damper 0. re & Transformer Clearance -Ins. Protection 69. - learance-Comb. Air-Connector-P.R.V.- arage; Above Floor-Mech. Protection Receptacles Spacing -Lights &Switches at Doors 7 Plb�2%c. & Mech. Equip. Listed for Location e oxes & No. of Conductors -Stapled 71• Atrec. Receptacles in Garage; (G.F.I.)-Romex Protec. mex Installed Close to Edge of Studs & C.J. 2V Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water _ -Looked in Attic ❑Yes 25. 2 Appliance Circuits in Kitch n & Conductor Size 737, uard Rails &Deck Construction -Post Caps - 26. Subfeed Wire Size / g C a AI-A.C. Wire Size / / ga. Cu or Al 74__Fdrr-lrga Crawl Hole D or -Drainage & Wood -Earth Clearance Looked under Floor es 7. Ran irc. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated tral ❑Yes ❑No 75. Following instld.: OV El Yes o; Walks Yes E] No; Planters ❑Yes No Service -Riser Conductors & Ground -Main Disconnect 7 ucco; -gown-Finish 29. ffttuo. Clearances; Panels-Motors-Mech. Equip. 77.��riit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes set Light -Shower Light 7 ents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 7ll; Disconnect, Electrical, Plumbing 80. terior Elec. Trim; G.F.I. Receptacle -Underground Card B- a Card -BI Date men throughout House Card B Date Card -BI Date 83.�ote cti o n Date. MECHANICAL (Permit) OK Vxcept q's 83. from Previous Inspections as Testers Tagged; Gas -Electric 31. A.C. Ducts; Insulatio & support _ a&r-W3 et & Sewer Connected -C/0 to Grade -HD AppFoval 32. Vent Fan; Exhaust We Insulation g ergy Compliance Certificate -Other Certificates 33. Condensate Drain 09 Overflow; Size & Grade _ 34. Furnace -Vent; cess -Comb. Air -Return Air Vent -115V outlet 35. Attic Access Platform if Furnace in Attic Card -BI Pate I legf-d-BI Date Card -BI 4Za Date Card -BI jate t ar -BI Date Comments at Final: - - -- Card -BI _ Date -__ Card -BI Date Card -BI Date Card -BI Date Date FRA G(Plans) OK except q's Sills; Proper Material & Anchors . Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ -48-'Bearing Walls over Girders & Floor Nailing_ -32--.Draft Stop in Walls (rat proof) =1:-fi a Stops; Furred Ceilin s -Stairs -Chases -Tub Header & Beam -Size &Bearing gers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin - Roof Brac.-Truss-Shthng.-Rfng. 4�Fireplace Ties or Type A Flue -Fireplace Throat 4�5. Attic Access: Size &_ Romex Protection -Draft Stop -Ins: Baffles -46_r_t3'd_ . Windows or Exiting Doors -Sill Hgt. & Dimensions - . arage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS t A rodtine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of wois completed. If you have any question pertaining to this matter, or need addi ional explanation, please contact this office immediately. Inspector 1 �lJ�/ Date A t COUNTY OF.BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovillex CalifoYnia 95965 - Telephone 916/534 41 APPLICATION AND PERMIT A b AS SSOR PARCEL NUMBER ZO J�G BUILDING PERMIT 1 X-91 O ER ` TELEPHONE SO. FT. OCC.1 BUILDING VALUATION O 'S MAILING ADDRESS O Y CO TRAC?OR'S NAM S TELEPHONE CONTRA TOR'S MAILING ADDRESS gQ Fireplace CONSTRUCTION LENDE UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ .2— ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee .$ - Penalty $ ARCHITECT OR EN,GINEER's MAILING ADDRESS Permit fee $ BUILDING ADDRESS ((Vi �� ,/� �12TT � Iso P"'t � PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeOther 77���`i SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work: c�N 7 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP LESS 5.00 Main service EA. ADD'L 100 AMP 2;50 NEW CONST. ( DWELLING so M) OR ADDNS, ACC. BLDGS. 2¢ sq ft 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: A26G E7� Classification d ./ ❑ 1, 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 NI- CO IDR BRA CH CIRCT Ts 2.50 ea NEW CONSTR. ( POWER APPARATUS n) NON-RESID, SiNGLE'OUTLET CIR: EX. OCCUp OUTLETS OR FIXTURES BALD; IXED APPLNS. OR Ex. Occup.(oUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 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 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. 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 Countyot 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, cos s, and expenses which may in any way accrue again s id ou in c uence of the granting of this permit. %( , to ` /t_ Signature of Applicant — Owner ❑ Contractor Er 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 $ TOTAL PERMIT FEE $ 1 OCCUP, GROUP M _ ( I TY E OF NST. _ PARCEL PD ✓ HD / Y ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE R OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date's-�o—R2 ���'� Receipt No.�ZI,• WHITE-D.P.W., YELLOW ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r 4274-81P,E PERMIT NO. r PERMIT EXPIRES Allen Gautschi f OWNER CONTR. Pows. Const., Magalia 65-41-23 ASSESSOR PARCEL? LOCATION 15086 Oak Leaf Ct., lot 114, t 1 PP#3, Magalia 1 Temp. Power Pole Called PG&E xk 2 1� 4 Elec. Servi 'e Called PG&'E �/1%Ur •-u uJ Temp. Gas Se vice + Called RG&E i fi JOB FINALED (Date) Signature 1 J = OK O = Not OK - ='Not Applicable * = Not Ready MOBILEHOMES 9 MISCELLANEOUS f Date MOBUIEHOME UTILITIEStans 'OK except N's 3/2 Z V Date DECKS, COVERS, CARPORTS, ETC. (Plans) C.' xcept f; Zo ing Requirements -Setbacks -Easements i 1, Zoning Requirements -Setbacks -Easements T_ 42-�Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors ewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails U -1f ter; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg. -Bracing 5 lectricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enc,os,.tes 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 1 6. Carport s;'Windows-Doors kl<tiIity Clearance _ 7. Elea r) 'Card Card -BI Date 31L^3 S1 • -BI Date ' Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except k's 14 ning Requirements -Setbacks -Easements Date POOLS (Plans) OK except q's 1. Setbacks`' Easements 2. ootings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability -6ee!-#F1-iest-Demand-Valve-Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4jie ectricity; MH Test -Crossovers -Breakers -Clearances , _ 4. Elec.; Receptacles and Lighting; Distances-GFI 5 rain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6 at-eMH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 744 -ter and Sewer C�cted7C/0 to Grade -HD Approval , 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Ele icily Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit s; Insp.-Sketch 1 Cert. of Occupancy I 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test 1 Card B -I Date Agod-BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date i Card -BI Date Card -BI Date V V\Q ( tr = OK = Not OK = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR Plans OK except #'s _Date FRAMING (Continued) 1. Zoning requirement's -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth' 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- /! /" Ftg: Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer "6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access. 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test •11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except k's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. 15. Water Ht.; Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector- . In Garage; Above Floor -Ducts -Meth. Protection 16. 17. D.W.V.; Test-Fttngs & Anchors -Nail Protection Shower Pan; Test, First Floor -Tub Access 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 18. 19. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer ' 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed. Close to Edge of Studs & C.J. _ 24. 25. Equip. Ground made up w/Meth. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen &Conductor Size 72• Insulation -Foam -Looked in Attic E] Yes 73. Guard Rails & Deck Construction -Post Caps 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. 28. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ❑Yes El No Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances; Panels -Motors -Meth. Equip. 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 76. Stucco; Brown -Finish 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House Card B -I Date _ Card -BI Date Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit). OK except H's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32_ Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI _ Date Card -81 Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36, Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. 39. 40. Bearing Walls over Girders & Floor Nailing_ Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -_Size_& Bearing 42. 43. 44. ars-Post aps-Anchors-Connectors nge HC Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm._Windows or Exiting Doors -Sill Hgt. &Dimensions _ 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) •COUNTY OF BUTTE DEOAFfTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 ,CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number Z" for the following location: /.;—, div % Owner 7�,• -<°-^.-�!,,�.�I: Owner's Address Mobilehome Mfg. " =''tip-- Model /-�-Year l - Insignia No. l 7 Serial No. ' It is hereby certified for occupancy at the above described location and may be occupied. Date Director of Public Works By ;-�� THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT QF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ekt. 70 j 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — . 1'72-�2c!!o/- XS -7• CORRECTION NO ICE BUILDING OR PROPERTYADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, -or need additional explanation, please contact this office immediately. 60 O v Inspector Date_ VkZ- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 -County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 07 �7 77S -) APPLICATION AND PERMIT ASSES OR PARCEL NUMB R ZO NG BU DING PERMIT OWNTELEPHONE SQ. FT. 0 BUILDING VAL ATION OWN R'S MAILING A DRESS / 3 LIG VA n/ IVU s CA qwo s- CONTRALTOR'S NAME CCC s IV6 6 //owr� 5c u icE' TELEPI-10NE �7-7- oe-1. CA11b A =OR SMAILI ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ /O. O ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ /0-6.0 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS - Permit'fee $ 400-00 BUILDING ADDRESS �SvSJ�C t'.3/.� Les}F C'�crT-N%F -f1 Lfi� PLUMBING PERMIT Filing Fee 3.00 ,olEach Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome[�KOther SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK 1c� New [_1Addition ❑ emodel ❑ Uti lities ❑ Instal lation Lr Other ❑ Describe work: ifa%4-2, — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP OR00V OR LESS5.00 3 V- Y, (Q-0 Main service EA. ADD'L 100 AMP 2.50 NEW CONST DWELING OR ADONS. ( ACCLBL GS.CCUP.&) 2¢sgft - CONTRACTORS LICEN E 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. G License No.3a � /7y 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 CodePermit for this reason NEW NON.RESID CONSTR.BRANCH CIRCUITS 2.50 ea NEW CONSTR. (POWER APPARATUS & NON.RESID, \SINGLE OUTLET CIR. Ex.'Occup(OUTLETS OR FIXTURES 50@z5C BAL�10S FIXED APP LNS, OR Ex. Occup.(OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ 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 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 3.00 Heating. Cooling Hood 2.00 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 Countyot 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 agai��onseqveiicce1of the granting of this permit. fy c3� X Date Signature of Applicant — Owner ❑ Contractor ❑ Agen`t�g An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 33� stories in height. Mobile Home Installation Fee $®..'o0 Land Development Fee $ TOTAL PERMIT FEE $ S0-00 OCCUP, GROUP I TYPE OF CONST. IPARCEL17HD 1 155uE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY - PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 3rZ Q ?�� 7- (/ J 5 Receipt No. & /Y0 / WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT MOBILEHOME SUPPORT DATA If tither than single wide, _ Mobilehome Mfr. furnish Setup Model No. KSS '/,5Z / Year �- Width (ft.) Box Length (ft.) Tagalong or Expando Size /0 ft..x_Mjj� ft. (SHOW SUPPORT DETAILS BELOW) 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). All center supports measured from front of mobilehome unless otherwise specified. 1 0 1 (ft.)(in. enter support locations* gP6„ (ft.)(in.) >6% (ft.)(in.) `g /y>/ (ft.)(in.) (ft.) (in.) /zxl.�o (in.) (in.) Center support footing sizes (in.) (in.) (in.) (in.) (in.) (in.) ( in .') (in.)I(in.) Single *If center piers are other than drawn above, draw in -locations. snacine. and dimensions. Footings (check one) Q 1. Wood either pressure treated or foundation grade. 2. Other: (specify) 0 Supporta (check one) 1: Concrete block. 2: Other (specify) i� I I oW)60 4 --tagalong or Expando, show support details. /,;?- ma -- Typical Support (in.) (in.) Footing Size Max. Pier Spacing i I -- Max. Overhang (ft.)(in.) v (If yes, identify the load and size: (Load) 9. What is the mobilehofne site gas pipe size? ------------------------ 10. ---------------------.10. What is the type of gas service? ----------------------------- Natu 11. What is the gas pipe' length from meter or tank to the, mobilehome? 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.) (AmPs) a BUTTE COUNTY DEPARTMENT OF PUBLIC -WORKS 7 County Center Drive, Oroville, CA. i. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: ' ' 6 ' 2.. Installer's name : „3.:,� Is the site currently under permit? Yes 7.i / No (If yes, furnish permit number"'. ) OR Is.the,site an existing site? Yes / / No ;. (If.yes, furnish two (2) plot plans.) 4. Will-4:the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear,of all setbacks and easements? Ye;7 / No (If no, clarify ) t, 5. What is the mobilehome electrical rating? ----------------------- Amps 6. '-What is -the mobilehome site -service rating? --------------------- Amps 7.. What is the mobilehome site circuit breaker rating? ------------- % Amps 8. Is there any other electric load�to be served by the mobilehome siteservice? ------------=-------------------------------------- Yes No (If yes, identify the load and size: (Load) 9. What is the mobilehofne site gas pipe size? ------------------------ 10. ---------------------.10. What is the type of gas service? ----------------------------- Natu 11. What is the gas pipe' length from meter or tank to the, mobilehome? 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.) (AmPs) a COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORK/ PERMIT 0.�/ • 7 County Center Dr•ve - Oroville, California 95965 - Telephone 916/534,-4541 • APPLICATION AND PERMIT ASSESFC5P 10E��UMBER �4+I /S ZONING, BUILDING PERMIT OWNER Allen Gautschi TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS C TRACTOR' `�truction dowers t`l� Lglgp�{g� CONTRACTOR'S MAILING ADDRESS P.O. Box 776 Magalia, Ca. 95954 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER - 6__ LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECTOR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS /5019(0 Oak Leaf Ct/ ,Magalia PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 Repair drainage or vent piping 5.00 Water piping X 0 — LOT NO. 114 SUBDIVISION NAME PP Unit 3 PARCEL MAP Each qas water heater or vent5.00 Gas piping system 1 - 5 outlets X V °' USE OF STRUCTURE- SF ❑ Duplex❑ Mobilehome® Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑- Remodel ❑ Utilities Fx� Installation❑ Other ❑ Describe work: develop lot for mobile home Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS X Main service EA. ADD'L 100 AMP X 2.50 NEW CONST. ( DWELLING OCCUP.y) OR ADDNS. \ ACC. BLDGS. p¢ sq It CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ER 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. 86864 - License No. 3 Classification A ❑ 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 CONSTR I.OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) NEW CONSTR. POWER APPARATUS e NON-RESID. (SINGLE OUTLET CIR. 50 0 zs¢ Ex. Occup OUTLETS OR FIXTURES BAL@1 Ex. Occup .�pUT ETIXED S p(RESID )REA. 2.00 Temporary service 10.00 Mobile Home Facilities X 15.00 (X -- Misc. Wiring 7.50 Permit Fee $ - Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ 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 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 shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S 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 X Co againsl said Co ty in con ence of the granting of this permit: bio Date Nov' 13, 1981This 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 $ a TOTAL PERMIT FEE $ 33 OCCUP. GROUP I TYPE OF CONST. PARCE} PD H Issu permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO PUBLIC By PER EXPIRES 'Date the applicable. provi- resolutions to do fees have been paid. WORKS Date 7-�� /7- —7— FZ Receipt No. E b a .3 WHITE-D.P.W., YELLOW -Asses SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW NOT COMPARED WITH ORIGINAL DOCUMENT AGRICULTURAL STATEMENT,.Of ACKNOWLEDGEMENT 81-38010 FOR RESIDENTIAL DEVELOPMENT OFFIC:AL it CORDS BUTTE COUNTY-UALIF, Section 26-8.1of the Butte County Code requires this acknowledgementECORDS REQl;ri"lrD BY be recorded prior to issuance of a building permit. `DEC 2 IO 33 A14,19B I The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of CLARK b. NEL SON this property may be subject to inconveniences or discomfort arisingLERK-RECORDER from the use of agricultural chemicals, including, but not limited to herbicides, EE pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally 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: Lot 114 as shown on that certain map entitled "Paradise Pines Unit No. 3" which map was fil( in the office of the County Recorder of County of Bdtte, Stat& of Calofornia June 17, 1970 in Book 35 of Maps at Pages 78,79,80,81, and 82. Excepting and reserving therefrom all valuable minerals beneath the surface of said land with right to mine, extract said minerals. -It is hereby agreed and understood that in all mining operations the surface of said land will Ne.protected against damage and that all mining shall be carried on from tunnels, shafts and drifts having their orifices outside_the surface area of the above described realty, all as excepted and reserved in that certain deed from Magalia Mining Company, a Corpaoration to E.D. Shorts etux, recorded Septmber 4, 1947 in Book 423 of Butte County Official Records at Page 385 Date:��3r State of California ) Butte ) SS. County of ) OFFICIAL SEAL P ,i WASHRIIRrI NOTARY PUBLIC CALIFORNIA d BUTTE COUNTY My comm. expires MAR 9, 1984 Present A.P. NO. #65- 41-23 PROPERTY OWNERS: On this the -2,2,"' t3 day of October 19 81 before me., the undersigned Notary appeared 1�L_LEN AN/7,/-) Public, personally K. C-40T,SC//% A1VD known to me to be the person(s) whose name(s) / '�6 _ subscribed to the within instrument and acknowledged that TN C � executed the'same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. o ry Public fr f - r NOTE:... All Materials &' Workmanship Shall Be in Accordance with Recognised Good Practices and of a quality prescribed for the Specified use in the Uniform, Building, Plumbing & Machanical Codes and +he National Electrical Code. Utflity� €onneetlons shall be within 4. ft, of fhe mobilehome, either dIF601y behind or within the rear half of the roadside (left) of the mobilehome. A setback of -5'ft. from the Property lines and a setback of 50ft. from the road centerline -shall be clear of structures or equipment. except for a 2 ft. eave overhang. . 500 SQ. FT. MINIMUM FOR MOBILES Th' } r I d Y. UST ill be required for the of the mobilehome. 1, is se b pans an sped nations M e kept on the job at all times and it is unlawful to mode any changes or alterations on some without- written ithout written permission from the DepartmeOof Public Works, County of Butte. BUTTE COUNTY BUILDING DEPARTMENI APPROVED 11^^ J -