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066-040-036
6 I 66=04-36 Jick Rookaird 1700 So.Park Dr.,/O�*2, a�ga oto -con-cont- V I LIDS. , Paradise _t 1235 -77P E(utl_�, MH) Permit 11W5 -77P,E(utiL :L ,mH) ELEC. GAS' ST ITC TTJ T Zj? nvn STRUCTURE REQ. SUPP *R COM'PACTION TEST REQ. -,Oto 66-04-P6 it Jack Rookaird I 1 ;0////7 7 17130 So.Park Dri-, `t��t,92, CC#l, Magali ontr: Fisci Bros., Palradise . I Permit #3242-77B,E(new private garage) COM OM P" Jack Rool �0 S0.1 17 a] 0 tr. 66-04-36 Contr: Chico. MH Ser.-., - ertnit 43201-77MHI Issued 7-7 66-04-36 contr: Fisci Bros:;' -Paradise Permit #4082;--�eck/MH) 66-04-36 conte:-Fisci I cls6i i Bros. -Parad3S-' - - Permit#4187-77B(new covered deck MH) 1-066-'040-036 ....... 03-w262 HARkUt) 13930,WEST 3 R, fB Cont: BR.. -RODE LE Ex MH PERM EX V- 3- i 0 7 cri co 1CM NOTES e RESIDENTIAL PERMIT NO. 066-040-036 03-2620 HARRELL, LUCILLE 13930 WEST PARK DR, MAGALIA Cont: BRUCE BRODERICK EX MH PERM FND EX SITE SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature 1 CHECKED BY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.1I�/96) ,..+. APPLICATION AND PERMIT ASSES_S,q6 ZONING 1 BUILDING PERMIT OWNER___ EU �i�1Z 87�023x TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER MAILING ADDRE S l�UX 1U�, BROWNSVIU E CA 95919 1440 r 7 / 760.0U CONTRACT„OEj'$.-NAME_ODERICK 873-5059 TELEPHONE CONi��RACTTOWSS MAILING ADDRESS PO SOX 786 k 95954 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 77,7 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ U Plan CheckingFee $ .�. suILDING930 �,r P� DRIVV MAGALIA CA 95954 13[7]J7U Energy Plan Checking Fee $ $ PERMIT FEE $ .j LOT NO. SUBDN610NSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPEC1FY 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 ❑ Describe Work: EX MWEM FM EX 5W Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S 50.00 ELECTRICAL PERMIT Filing Feel 20.00 Main Service OODV OR LESS 200.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is,in full force and effect.!' License Class Lic. No. F1 % � Y 3 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall r not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith complyith those provisions. X �� /rte / �� �,I - -,/ {. !l' ' Dade / r %I" 3 Signature of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" der and demolition or construction(/ of structures over 3 stories in height. Main Service zoo. To toDDA 46.00 NEW CONST. DWELLING OCC P. SO OR ADDNS. ( a ACC. sLDS. 3.50FT; Npll-"Zl MULTI -OUTLET 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. 20 00 Ex. Occup. OUTLET OR FDCTURES BAL p I.50 Ex. Occup. OFlx�LEE°TSA RLES p °Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 363.25 HAZ. D. FEES IMP FLOOD CD PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for wliicli+fees have f� ,�/, By X"" PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. g/�/a T Date` 1/ ZA� bete Receipt No. 2-q7 SF L j /7 WHITE-D.D.S.-B.D.% CANA V-A ESSOR PINK-INSFEC R GOLDENROD -APPLICANT J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 Date MOBILE.HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1. Zoning Requirements -Setbacks -Easements Elec.; Grounding;- Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 2. Footings; Size -Spacing -Marriage Line Health Department Approval 3. Gas; MH Test -Demand -Valve -Connector Plumb.; Cir. Test -Water Supply Test 4. Electricity; MH Test -Crossovers -Breakers -Clearances Light Niche 5. Drain; MH Test -Fall -Flex Connector Enclosure; Fencing -Alarms 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 -to Grade -HD Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged Card'B-1 Date Card B-1 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding;- Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card'B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 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 -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes O 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: 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes O 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: Q8/27/2003 00:16 FAX 530 877 5214 FIDELITY PARIDISE X1002/009 STATE OF CAUFORNIA • BUSINE99, TRANSPORTATION AND HOUSING AGENCY MAY DAVIS, Oovwtaor DEPARTMENT OF HOUSING AND COMMUNITY QEVELOPMENT . 01%s1on of Codes and Standards '�:. � •.+: Title Search Date Printed: 08/03/2003 Decal #: ABF2175 Manufacturer: GOLDENWEST Tradename: CALYPSO Model: ILT Manufactured Date: 00/00/1977 Registration Exp: 07/312004 First Sold On: 07/06/1977 Serial Number 61706A 61706B Record Conditions: Registered Owner: HUD Label / Insignia CAL050887 CAL050886 PPF Exempt Use Code: SFD Original Price Code: AFB Rating Year: 1977 Tax, Type: ILT Last ILT AmODnt: $21.00 Date ILT Fee Paid: 06/26/2003 ILT Exemption: NONE Length Width 60' 12' 60' 12' LUCILLE E HARRELL PO BX 205 BROWNSVILLE, CA 95919 Last Tide Date: 07/18/1996 bast Reg Card: 06/302003 Salell'ransfer Into: Price $12,000.00 Ttansftrwd on 0124/1996 Situs Address: 13930 W PARK DR MAGALIA, CA 95954 Situs County: BUTTE Inactive Decal/DMV: DMV SF1227, DMV SF1228 Title Searches: FIDELITY NATL TITLE CO 6141 CENTER ST PARADISE, CA 95969 Title File No: 305266WC »** END OF TITLE SEARCH **• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) N ' APPLICATION AND PERMIT A::4 , ;� & z ASS VSVV Ad4IT-! J6 ZONING -1 BUILDING PERMIT owNgf„11L, LUCILLE 873-0231 TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNM MtWf bf , BROWNSVILLE CA 95919 1440 r 77 760.00 'OWM CIDERICK 873-5059 TELEPHONE CONTRACTORS MAILING ADDRESS PO BOMAGALIA CA 95954 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ y ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 270.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 1IL1fJ1JTs WEST PARK DRIVE MAGALIA CA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ 313.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: EX KI PERM FM EX SITE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 15,00 Mobile Home ISI GI W @20.00 PERMIT FEE $50.00 ELECTRICAL PERMIT Fling Fee 20.00 '*OVOR LE Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license full force and effect. / ,� �/� d' License Class Lic. No. 360 `7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00NEW CONST. DWELLING OCC P. SO OR ADDNS. ( y ACC. UDS. 3.5QFT; ONST NO” N -REBID MULTI.OUTLET @7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ 1 0 Ex. Occup. DUTLEETS RE 16 °E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation v of 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' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith compl with tho a provisions. X D`�te Q Signature of Applicant - ❑Owner ❑Contractor J� Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionof structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 363.25 HAZ D FEES IMP I FLOOD I CDP I PARCEL I PD HD ISSUE This permit is hereby ' sued under of tte County ode and/or iW-or ich fees have — EXPIRES ON the applicable provisions Resolutions to do been paid. QDat 7 Date work Receipt No.PERMIT WHITE-D.D.S.-B. Y•A S S 0R P NK -IN SrE C OL E OD -APPLICANT f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive *Orovillle, California 95965 • Telephone (530) 538-75 P IT NO. (Rev.'12/96), • APPLICATION AND PERMIT M,,'? �0 0 ASSESSORPARCEL NUMB R J ZONI BU I LDI NG P ER M IT •��� �/^ rd �l TE .i In��� SO. FT. OCC. BUILDING VALUATION 01 0 TOR'S NAME CONSTRUCTION LENDER LENDER'S MAILING ADDRESS 1 ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS j g ly f LOT NO. SUBDN6ION'S NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other NO. SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel �❑ Utilities [3 Installation 13�►Other 13UI Describe Work: �x 1 a'ieo (w 4 j4 .PERMIT FEE PAID SRA SHERIFF OTHER Total Valuation $ i PERMIT FEE Cc Filing Fee $ 20.00 Permit Fee ,�� $ ZS Plan Checking Fee $ Go Energy Plan Checking Fee $ NEW CONS . NON-RESID. MULTI.OUTLEi C C $ PERMIT FEE $ Ex. Occup. PLUMBING PERMIT BAaL @ 1'00 L .SO Filing Feel 20.00 Each Trap 5.00 7.00 Solar or heat pump water heater Mobile Home Facilities 23.00 Water piping 15.00 U` Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G I W I I I @20.00 PER IT FEE $ MECHANICAL PERMIT Fling Fee 20.00 $ Heating Cooling Hood . 6.50 $ Ventilation $ AMOUNT RECEIVED $(�. DATE RECEIVED. 7- a o^ RECEIPT PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I COF I pARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Da te PERMIT FEE $ c.v ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo°Vn oa mss 23.00 Main Service 200A To 1000A 46.00 NEW CONST. OR ADDNS. DWELLWG oCCUP. 8 ACC. BLDS. �SO. 3.5 FT. NEW CONS . NON-RESID. MULTI.OUTLEi C C 97.50 POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAaL @ 1'00 L .SO Ex. Occup. ourLEEDTs APP ,°Pita 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring * 23.00 PER IT FEE $ MECHANICAL PERMIT Fling Fee 20.00 $ Heating Cooling Hood . 6.50 $ Ventilation $ AMOUNT RECEIVED $(�. DATE RECEIVED. 7- a o^ RECEIPT PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I COF I pARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Da te COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: l l a / (� / I , L r (/1, I l ��P . ASSESSOR PARCEL NUMBER Proposed Building Use: L'DQ (61 Counter Technician: - Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Tj1.. Plot plans, 3 or 4 -sets, signed,),&y the preparer of the plans. ❑ 2. Complete plans, 3 6c4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or 10,foufdation 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 Foran filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 15. Statement of Intent for 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 ............................... _ 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). _ . Pre-Inspection.for 0,r ^-1. � (4- xnA required ................ 23. Contractor's license information.l(Number, Name Style, Classification) ....................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. _ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 26. Letter of Signature authorization.................................................................... _ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. E iting violations and/or expired permits................................................�.� r ❑ 30. rant Deed,�BiCH. Title/Statement of Facts, ❑ Letter from Legal Owner,��C',heck to H.C.D. $- ❑ 31. Other: When issued Telephone and hold for pickup. I have been mf rmed of the above it and requirements for obtaining a building permit. k' Applicant: / Date: 710 3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑to , b Date: Plans reviewed by: Date: 8�2� 3 Plans approved by: _ co & Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow Ruildinn nivkinn ; RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 04 -Sep -2003 2003-0061247 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. LUCILLE E. HARRELL REAL PROPERTY OWNERILESSOR P.O. BOX 205 MAILING ADDRESS BROWNSVILLE YUBA CA 95919 CITY COUNTY STATE ZIP 13930 WEST PARK DRIVE OROVILLE BUTTE CA INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME 9-3-03 UNIT OWNER (if also property owner, write "SAME") DATE SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAI11NG ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2620 530 538-7541 BUBA G PERMIT NO. TELEPHONE NUMBER 9-3-03 A OF LOCAL A6EXCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. GOLDENWEST 1977 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER 61706AJB 60'X24' CAL050887/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LE AL DES RDMON ASSESSOR'S PARCEL NUMBER AP # 066-040-036 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Buildint; Dent. DESCRIPTION: AP# 066-040-036 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL A: LOT 192, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 57, 58, 59 AND 60. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. PARCEL B: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F, G, AND H (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT 1 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XXII, XIV, XV. BUILDING PERMIT NUMBER: 03-2620 Address or location of unit: 13930 WEST PARK DRIVE, MAGALIA CA 95954 Legal Description of Real Property: AP # 066-040-036 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: LUCILLE E. HARRELL Owner's address: P.O. BOX 205 BROWNSVILLE CA 95919 INSIGNIA OR HUD NUMBER: CAL050887/6 SERIAL NUMBER OR V.I.N.: 61706A/B MANUFACTURER'S NAME: GOLDENWEST YEAR: 1977 OFFICIAL APPROVING INSTALLATION:( /%%% ' DATE: 9-3-03 PHONE: (530) 538-7541 H.C.D. 513C 08/27/2003 00:04 FAX 530 877 5214 FIDELITY PARIDISE Z002/009 STATE OF CALIFORNIA • BUSINESS, TRANSPORTATION AND HOUSING AGENCY GRAY DAMS, Governor DEPARTMENT OF HOUSING AND COMMUNITY REVELOPMENT DlMslon of Codes and Standards "A �..i .. '...:'.. '.y4::: Title Search Date Printed: 08/03/2003 Decal #: ABF2175 Manufacturer: GOLDENWEST Tradename: CALYPSO Model: Manufactured Date: 00/00/1977 Registration Exp: 07/312004 First Sold On: 07/06/1977 Serial Number 61706A 61706B Record Conditions: Registered Owner: HUD Label / Insignia CAL050887 CAL050886 PPF Exempt Use Code: Original Price Code Rating Year: Tax Type: Last ILT Amount: Date ILT Fee Paid: ILT Exemption: Length 60- 60' LUCILLE E HARRELL PO BX 205 BROWNSVILLE, CA 95919 Last Title Date: 07/18/1996 Last Reg Card: 76/302003 SalelTransfer Info: Price 512,000.00 Transferred on 01/24/1996 Situs Address: _ 13930 W PARK DR MAGALIA, CA 95954 Situs County: BUTTE Inactive Decal/DMV: DMV SF1227, DMV SF1228 Title Searches: FIDELITY NATL TITLE CO 6141 CENTER ST PARADISE, CA 95969 Title File No: 305266WC *** END OF TITLE SEARCH *** SFD AFB 1977 ILT $21.00 06/26/2003 NONE Width 12' 12' 08/27/2003 00:05 FAX 530 877 5214 FIDELITY PARIDISE alp ss-oae�e 96-0026381 it.. F.. 12.00 �Sianerr N& 1819MA I Check 12.00 Recorded B o111cial Recorda t ,.; WM REOOPAM MAIL TO: County tsi I U )CUE E K%RF% .LButte I PA.Box 2w Candace 3. [Tubbs I _ LLE CA S9 Reeorder t 9t00aw 21 -Jan -46 I KYTC CA 3 >;ME 1AX Vr)CrjUvM Ta VA@Aaaw twl NM raaaiooroata :aa &"A@ ABOVE X aa+vuat w M arraruoa.� a wAw d Rt+ab rnwwe ar b4rM a b awwrra a ►aM aaa bns s aan.ra�a �taasrroti � a�rM 110 tiprdn w b Oryraatiry 9Prale 11Ci aaara b Arrow d %mom fab f ftww ai arrrm�rp rotary; aMtFttlam� r aaa-ow owpab• r�rwoelMrw Mrd �rrsaari qi are lir w airr. �� � . rYeerw r irwra r Mol b Farr Nraa . WERSPOUSAL TRAMPER GRANT DEED C t eem noegn�al uakr GaAfwnw c�n.euuonlwd. +s � � � r aaa,F T1+b Yai aara�oa:sV TYar.kr and not a d+aepa In owrrl]p u+dar 6 6a d brr firma» aew Tr�aeon cab arr Oraera(a� Are puw} . . dwdW tlr bipaarpM ardytkn Own tarwtntsap, . _ A BntfR b ■ b 1-11- tr or bwwftW tier Of a spelail. «ft umAng aPm:aa of a dawaaad ra:rfar«. Cr q o •taloa a t+d+ a hat b ft apai" of 00 Ina:w. _ A vvWw a a as. w «Ibnwt apaaa In tmn:aft ante a arovury *aft 0 apaatneK « dww d d+anlutlon a a a+ent=pe a' wr arParatet a _ AMom, aiiWP, orum*uw% "my bahMaw aparaa. co any w amwil rmom. _ Tia dt ftftn d a Fapd V"ft WOW, ar a rprawa Or bMW tpaew JM Ift Ax gn Ftaraac d wan afrara 0t 9w kRt! easy Fn aonparae aMt a Pnopa+9' aafldamant appn:sy a a dorm ut daftkAw d a ffwn%pa « kQd o >6. 01Mr._ORW= FNB Ido FEGM &mREST H BAD PROKRTV 7L- COP* aban 4rts" aaparaw tntaratf Mpanatr y0iw: i b Nla a�raea tOtatl at aw pea:Morr 6e� V:a VrpY . of on s ao:rray ap rpM, YM.wa ra...� oP r,a pant«. avraaartlg « am�rw9aa h e r Ir rw For � Iraa�+a PaPeR 1r t#r 0aran sa NaAat aaM ant at5 , Prapl• FOR A VA AME COKtDERATKK recM of ~ b 1- aarnO+Aaaw. LiJQ1LU t.11+4IiR MAULL. A MAXM O WOMAN AS 11CR SOLA Ata 9BI WTE OROIIMRTY Y (eofl0nued on noxf pope) MNL TAX STA,7 "I,MSA9Ti� Ig ViRgeno i0S®� v Boa w r Jim) dre esaiptton: Butte, CA Document-Year.DoclD 1996.2838 Page: 1 of 3 rder. wam Comment: a 0031,009 •08/27/2003 00:07 FAX 530 877 5214 FIDELITY PARIDISE 16004/009 A ►� 1i1�.9FA rM od pop 14 b h Cry a OKMV d a 07iOi00i POMTO M6A 1 Bum sub alewsmft ewnLse RAE &GAL DEi Rwro w ATTmmW DMd eu W CAo I w. tLi elocrter oR l T y a ter. • � "4 .Wo1ary PuWk i � oenanllr �n.er -- —• i P11111111W NOW w M OR Powe IV Ins an w hub d'.dw My MMNM MOWcvxan;r: 1 Y b OW NOl— WIOCIbrr Vw• ! r Wo bV&AMd u,ar<I rr Ci',1nM • •vo � ed toMwto IWAMM Y "w" b NIM b , yor•yy �• <:.:.a.r,au j M tMM�M01�t011 h Owl �4 b" W ' MSMV aNAre /ireaal/ M ' t• ►•l•� \ f . - r .•,w n L, a JJ't J0, 1991 LMfIlJr plrfrO � 1 tom 11W4 ItwrdB Description: Butte, CA Document-Year.Doc/D 1996.2838 Page: 2 of 3 order wam Comment: 08/27/2003 00:08 FAX 530 877 5214 FIDELITY PARIDISE 9005/009 90-02838 ORDER NO. BU -151923-2 FA 7 ti ALL MT CZF4M i REAL PROPERTY $rVUATB IA THE STATE 08 CALIFORNIA. . COOMY OF DOTT=, DZ49MIRZD AS FOtWWS4 slim= A IAT 192, AS SHOWN 00 TEAT CERTAIX W ENTITLED. -PARADISE PXM COOMY CLUB ESTATES OMIT 10, WRICH Up WAS l= RD=D Z:•- TH= OFPLCS OF TM RXCORDBR.OF THE S.'OON1'Y OF DOM, STATS OF CALrPWMA, ON BEPTMZR lb, 1973, I'M 800E 38 OF NA78, AT PAGE(G) 37, 50, 69 AND -60. EXCZ"3:90 TMMUMOK ALL KOMRALS, OIL, CAB, ASPHALTUM AND OTHER HYDROCARBON SO88TANCE9, WIU PROVISION TXAT ANIS MD ALL XI)M G OPEBATIORB BELLL =DOME FROM ORIFICES OOTGIDE THE BURFAC= ARBA OF T3 LAND ==-.= Z -IF*, JUND TMT MO DANAOE SHAYS. 83 DOHS TO BDRFACE or SAID LARD. A *=-EXCWGXVE E M3=T OVER LOTS A, B, C, D, E, F, G AND H (THE C030609 1.R=A) OF SAID PARADISE PIM COUNTRY CLOG ESTATES UNIT 1 ARD 72M LOIN OMSIGNATBD FOR COMON AND RSCRrATION AUKS AS DESCRIBED rN TSE DECLAPATION OF ANFIXATION FOE UNITS IV, VI, VIII, X, XI, XII, XI=I, 7QV, XV. A.0 el 66-0 to EW OF WCUMENT 3Srriptfon: Butte, CA Document -Fear. DOcID 1936.2838 Page: 3 of 3 der., wam Comment.' r .. •.. r . ...�.._. - eta .....u. .. .4 4.. «.... r. Building Permit Number: Q -3 Z�0 Zb Owner Name: 14 a rr& ( � Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 A; Building Permit Number: d 3 - 26 Z C, Owner Name: (4a v -r& ,( 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 overhan s shall be clear of all easements. s A setback of0 5fVelt from the side and0J 5*ee 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. I VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6. 7, 7A, 7B&7C 8&9 WIND ZONE I - SINGLE SECTION SINGLE V DRIVE WIND ZONE II - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval U �xP 31' i �, 1 b 201 OF CAi1Fc `0jeK1Ur-Mpp 0%1E4 pN 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIg OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIRBMM OF APPLICABLE STATE LAWS AND REGULATIONS Stan of CaEfomia Department of Housing and Community Development ID S O AND STAI�IDARDS ign ure) SPA NO. For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.Uedown.com n 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 & 11 & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, end Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. Genead 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 mquirements. The following characteristics appy to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE 1 • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 fL including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 fL including eaves must use two additional vertical ties/ anchorststabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or 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 is 56 i ma Figure 1 . Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & II only) "gu.c e- 5 in. lax. 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 -*M2001 56 i ma Figure 1 . Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & II only) "gu.c e- 5 in. lax. 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 -*M2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be property 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. c � Page 4 Califomia 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad TS AND 1 Brackets to the re -cut boards or -- -__-- _ -sap 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 hall .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. S. 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 0.3 only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement. Page 5 Califomia 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) 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 N12001 t Vector Dynamics Metal Pier 11 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 (659043) 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 inc 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 Sysfems Component Parts List Vector System 2000�.Single piece pads with strapsand slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Vector System Kit # 59007 Concrete Vector System Kit # 59008 (for single stack blocks) Concrete Vector System Kit # 59006 (for double stack blocks) e 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 =3 PM 59043 r Or these products available at your local hardware store e �sgac�l aXalP� t1ea• xq0 . I 2ea•2 AOQVCP\Qe Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V -Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe:. 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. ' Page 7A California 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" a 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"x18.625"x5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 -12 gauge 22.5"x19.418"x3" Vector Dynamics Tension Link ® o yi © Slotted Bolt o Part # 59282 Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" Li 2 Vector 2000 Tension Link ® Long U -Bolt w/ Huts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) O ® Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 713 ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californ 1• ® Protecto-Strap Carriage Bolt w/Nut & Washer Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors ®oa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' M; Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available !0 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 � T Earth Anchor stabilizer V -Drive Head 12" wide Part #59269 Black Paint: Part #59292 Galvanized: Part #59294 Drive Rods a ® Part #59113 e rage i u t..aiuornia 012001 Vector Dynamics System for.. Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (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 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pe for concrete 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) or 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 be 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. Tum 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 California 2001 0 3 W ,>`" I\ WIND ZONE I 1 I \ Vector Dynamics Systems Required _ I 1 �♦ I for Single Section Homes (Materials Required) e 1 i `, - _ ectt�n h sys�emua� 1 1 a 2 f� sP ging °nscalia�ko� �'a� \e of 1a, """a EXampsho�s gene ost be co tl�uscc and spacing rn f _ ; ♦ �` da��on pads I ♦♦ � `� Four - - , 1 I ♦ ♦ ♦ `\ 6,r moi::+ `Tiy��� lE ' WIND ZONE I (not to scale) 00 O 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 " 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires V One \kctor Kit, 2 slotted bolts V 2 ea. 1-1/4 In. ties. length will vary with pier height (4725 lb. min. break), %f 1 ea. 4 x 4 pressure treated wood compression member tf or 2 ea. 2 x 4 pressure treated wood compression member V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member t¢ or 1 TDE adjustable steel strut 1 ?`. " %% WIND ZONE I' Vector Dynamics Systems Required 1 Single Section Homes Difficult Soil Conditions ' 1 1 ♦ `, ed ctof sl 2 ft g�n9 of s a1ta��on �eaa t 9 - i e 019'7ra, spa ome to 1 Y.Smp� olds M st be to h ; 11Wg tat►d sPaoln9 n'u ♦ �,� ; dattion pads an 1 ♦' i •` I \ FOVn ♦ I ♦ , 1 1 "- 1 2R�axtyp. !! 0 0 3 N O O ♦`1 V -Drive anchors are used only In WIND ZONE I (not to scale) \2 sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required': NOTE: Vector Systems should be spaced as evenly as Is practicable along the katgdt of the home. Pier Spacing must be cortsistet - rlrlUt tam men factumW hsteladon tlsouctlons andlor state requke nems. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per 2, 3, the K2 Engineering teat report. 1,000 PSF minimum "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breakingstrength. When using "V'• Dr ve Anchors Home Length Vector Systems Anchors Required • "V" Drive Anchor, Part Number 59269 System requires ve Anchors, 4 slotted bolts will vary with pier height sled wood compression member reated wood • or 1 ea. 3-1l2' or 4• nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adJustable steel strut • 2 ea. 2x4pressure treated wood for 'V• Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the •V• Drive Anchor connections. t TIE DOWN Each vector Foundation Kit, '` rl Required Per Side' • (2 ea. 1-1/4 In. tie, length (4726 lb. • 1 x 4 pressure)tre 0 to 72' 3 3 • or 2 as. 2 x 4 pressure t compression member 73' to 90' 4 4 • "V" Drive Anchor, Part Number 59269 System requires ve Anchors, 4 slotted bolts will vary with pier height sled wood compression member reated wood • or 1 ea. 3-1l2' or 4• nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adJustable steel strut • 2 ea. 2x4pressure treated wood for 'V• Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the •V• Drive Anchor connections. t TIE DOWN 0 v O 3 Metal Pier Sets ZONE Vector Dynamics .Systems Required for Single Section Homes Up to 72 (Materials Required _ _ ; - Se�t�ono s s e us. guidelines n91e c Vect n man ,e 0i a en to s oacome Instailatio - ' e �XaR�P .0,0s gen be t ttat�on oc FOV 60"n Pad'� %— w., s., Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 48 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 sq. n. pau • Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. TIE DOWN i m;�un e,uc WIND ZONE I _ _ - - m es. _ =�• s Vector Dynamics Systems Required _ - - - e se6o vecohs lst ms % guldei1"_ - -' ♦ - for Double Section Homes _ - - a 72 ied pa i o to, g a"81"on menu (Materials Requlredj - " X mpg h°{s gen t b to o Ea s° st e h w on l 11% ds atnd spacing m" ♦ ` F ours - ♦ ' ` ♦ 1 \ ♦ I ♦ I ♦ I cn �� (D ' ex. o CA) 40,0 0 v 0 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as emly as Is predicable along the length ohne home. Pier spacing must be tanalstent Ah home lawi actuds' htstalladoo boo ons andfor state requhW= t - Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector 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. 2X 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 (D -P 00 N O 0 WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE 1 yt.f v n^wt{C' q ' ` 6 !\� lin " ,p[�i .��� - '" „�, SFS?,•,1+ �tls�:a - ,-. NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance ♦ or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. 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 (4726 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 as. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe comression member or 1 TDE adjustable steePstrut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 yt.f v n^wt{C' q ' ` 6 !\� lin " ,p[�i .��� - '" „�, SFS?,•,1+ �tls�:a - ,-. NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance ♦ or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. 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 (4726 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 as. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe comression member or 1 TDE adjustable steePstrut `♦`� `%% WIND ZONE II (Hurricane) Vector Dnamics Systems Required gingle for Section Homes n hom Istis e , 1 (Materials Required} t sin9�e sor \lect l n �nenua, 'au - "l { a 72 2 spaaing J l Xsmp 'A Ws gent ` to no I I _ - ssh tnu be ♦ ` 1 1 ttattorn acing s _�-----�' Mus ndsP _ an Pads !I I Foundno I 4- " n WIND ZONE II (not to scale) 01 A co Sof= N 0 o �2 sq. ft. pad -r—x tyP •NOTE: For single section homes Vft-"' _ with eaves that exceed 6 Inches a 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 Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Ida * Eaves 6" or less Eaves over 6" less than or e ualto 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' —T-8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Plot 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 - G O� hgmcgms; g•Hieling>a�� _ = for Double Section Homes '' "� e t r a a " -ft dOUbt 9 to V 11 �10o manU (Materials Required) _ - a m - o a tet 1 Spec e sta s ;. NOTE: Vector Systems should be spaced as evenly as Is pra the length of the home. Pier spacing must be conslsti manufacturers' Instructions and/or state requirement! ads <r_ 1 1 n WIND ZONE II (not to scale) O Q1� \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 fl1 M Maximum allowable working drag load -� for the Vector System with the steel 49' to 60" compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pra the length of the home. Pier spacing must be conslsti manufacturers' Instructions and/or state requirement! ads <r_ 1 1 n WIND ZONE II (not to scale) O Q1� \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 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 1 8 1 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 U VectorWIND ZONE 2 ems Required Sectionbe to U00. • = 1 Required)alrtl p9•FJ �E " �\ " _ �T t tib) ;1i �aiF" F lir d>m;i Maximum allowable working drag load for the Vector System with the steel CD compression strut is 3,150 pounds per � the K2 Engineering test report. 0 N O 3 )' 00 N O 0 4 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. sq. ft. pad Soll Classifications: 2, 3, 4A, & 4B - enn Rcnrinn (`wnwrlty 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 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3.1/2* or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut 'Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 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 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3.1/2* or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut 4 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 48, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard. rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs' 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and ,is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California N001 PRE -INSPECTION REPORT I • LOCATION F)C, T-070gr4�u Building Description: G4ammxciaWsagn: Reside dW# of Units: Currently Occupied Electric: Absndonod/Yacant Yes 14 No Condition of Electric DATE: F & A.P. ZON NCh (�s F0UOws: BUILDING INSPECTOR'S REPORT Electric currently On Off Gu: Na=ml Propane None _ Currendy On Off Obvious Problems Ssnttation: Plumbing Working W4 Workine Potable Water Obvious ScwageProblerns _ ACTION RECOMMENDED: ISSUE: MOLD FOR Inspector. Sketch buildings on reverse and indicate location on'proper COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75P IT NO. (Rev,�2/96) APPLICATION AND PERMIT( 1. --?-'P. o ASSESSOR PARCEL NUMBER ZONI BUILDING PERMIT J OWNER ^�^ SQ. FT. I OCC. BUILDING VALUATION �TOR'S NAME I/7/cC i 7/ TORR MAIUNG ADDRESS LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDINGADDRESS i OJ r� LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ PX ❑ Describe Work: �� 4 ; (Yr 1r7 '� 14 PX .PERMIT FEE PAID SRA SHERIFF OTHER H P E. AMOUNT RECEIVED $ DATE RECEIVED. 7- a RECEIPT as -w lace Total Valuatloh PERMIT FEE Filing Fee $ 20.00 Permit Feel IQ.,! $ 2S Plan Checking Fee $ �O Energy Plan Checking Fee $ NON -REBID. MULTFOUTL 1 $ PERMIT FEE $ EX. OCCU PLUMBING PERMIT 20 Q 1.00 BAL p .50 Fling Fee 20.00 Each Trap 5.00 7.00 Solar or heat pump water heater Mobile Home Facilities 23.00 Water piping 15.00/,S.4` Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S .1 G I W I @20.00 PERMIT FEE I $ MECHANICAL PERMIT I Fling Fee 1 20.00 N Hood . 1 1 6.501 1 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ --T'-- TOTAL FEE $ MAZ- I D. FEES I IMP I FLOOD I CDP I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Dere PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service p. OV pp �s 23.00 Main Service 200A To 1000A 46.00 NEW CONST. ADDNS. DW OCCUP. 8 ACC. BLDS. 3.50 So. OR NON -REBID. MULTFOUTL 1 @7.50 POWER APPARATUS b SINGLE OUTLET C6L EX. OCCU OUTLET OR FIXTURES 20 Q 1.00 BAL p .50 Ex. Occup. O Ts REDPP�S,D) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE I $ MECHANICAL PERMIT I Fling Fee 1 20.00 N Hood . 1 1 6.501 1 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ --T'-- TOTAL FEE $ MAZ- I D. FEES I IMP I FLOOD I CDP I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Dere k b, 7j y I X PERMIT NO. 3242-77B,E PERMIT EXPIRES OWNER Jac) Rookaird CONTR. Visci Bros., Paradise ,a LOCATION (A.P. 66-04-36 r 1700 S.P'ark Dr., lot 192, CC l—,- Magalia a i a i .4 41 Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E T mp. Gas Serv. Called PG&E JOB / FINALED /C✓�(�� (Date) h, (Signatur COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback %'•'% Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaI l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footinq ELECTRICAL Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Under round Interior Lath Ventilation Permanent Door Closer Final Final MOBILEI-16MEUTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) PERMIT NO. .4082-77B 0 PERMIT EXPIRES OWNER Jack Rookaird CONTR. Fisci Bros.,.Paradise LOCATION (A.P. 66-04-36 1700 S.Park Ave., -lot 192, CC#l, Magalia J Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED / (Date) � f (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC ;WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback , Firewall Soil Piping Forms �L Parapets 1st Floor Main Bldg. i Restroom Finish 2nd Floor Footings r Windows 3rd Floor StemwalI Siding To out Slab Roof Sheathing Water Piping Piers -( ?- Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwal l Insulation Heaters Slab Carport Footings Prov. for physically handicapedy Conformance of ex. structure Appliances Gas Piping &Test Tem . Gas Slab • Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas'Piping ' OBILEHOME INSTALL&INN - - - - - - - - - - - - - Support Elec. Continuity ' Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) PERMIT N0. 4187-77B . PERMIT EXPIRES�� OWNER Jack Rookaird CONTR. Fisci Bros., Paradise LOCATION (A.P. 66-04-36 1700,So.Park Dr., lot 192, CC#l, Magalia i Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. • Called PG&E JOB FIINALED (Dam (Signature) Setback Forms Main BI Footi Stemv Slab Piers Stemwa I I Slab Carport Footings Slab Patio Footings isonry Walls Relnf. Steel COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBINGG� +� Firewall Soil PI in Parapets P 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Sidina To out . Roof Sheathing Water Piping —1- Roofing Sewer Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters Prov. for ph sically handicaaoed Appliances of ex. Gas Piping & Test Temp. Gas Sanitation FIREPLACE J Final ELECTR bona pear FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service 'Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping 1421316EHOME INSTALLATI N - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) V COUN SiY O SUT"TE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive —, Oroville, California 95965 • Tehephone: 534-4541 APPLICATION AND PERMIT AIJJ 7 7 A IV p y p i n purposes. 'J X Date —/ —7 g at re ofrPermiteee or Agent Receipt No. / `� 7 ` `f' White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF.ftBLIC WORKS BY Date7 7a Building permit expires Date ���-7 BUILDING Owner�Q SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractors S �� Total Valuation �t7 Mailing Address ice• Q 6 -7 1. Permit Fee Plan Checking Fee &/or Penalty =1'b t2C ft—z--ph7 eleono e ,73 (.f Permit Fee $ Building Address PLUMING No. @ FEE PERMIT FILING FEE $3.00 o 0 �• cL cc Each Trap 1.50 (—o T— I C L c Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 _ �� A. P. No. ' .�. r Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe W. i n re Dept. Fire Zone Use Permit Building sewer 5.00 EOA Parkn g PlaBldg. Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 P ns Rec'd Parc proval Pons Approval Permit Fee $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ I FEEPERMIT FILING FEE $3.00 V OR L Main service 8000 AMP ORSLESS 5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family ❑ Dupjex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 /(—,JOAN ` / NEW CONST. ODWELING R ADDNS. ( ACCLBLDGS.CCUP. &) 20sgft NEW CONSTR MULTI.OUTLET NON -R ESI D. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR PR APPARATUS & NON-RESID. (SIOWENGL E OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &Pro ssions Code under the name style of: Ex. Occup(ourLETs OR FIXTURES) BAL@i 09 Ex. Occup. (OUTLETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. O Classification — Misc. Wiring, 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wo men's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. El I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representat'ves of the County of Butte to enter upon the above -men 'o ed pro t for ins e ect'o TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of p y p i n purposes. 'J X Date —/ —7 g at re ofrPermiteee or Agent Receipt No. / `� 7 ` `f' White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF.ftBLIC WORKS BY Date7 7a Building permit expires Date ���-7 _ COUNTY OF BUTTE" - DEPARTMENT OF PUBLIC WORKS - 7 bounty Center Drive - Uroville, California 95965 � � l`) _ �'% Telephone: X34-4541 dj/ / APPLICATION AND PERMIT AA Int �V %Uk.I iUc -I.UuntY UI Ducie tU enter upon the above -mention property f ' inspection purposes. r X ate 1-11-7-7 Signotre of ermitee or Agent Receipt No. &. %, /� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF/PUBLIC WORKS BY /4u.J_eJ� Date Building permit expires Date --1z' 2? BUILDING Owner AC, (L 00 (C /+ 1 el- SQ. FT. OCC. BUILDING VALUATION Mailing Address r � • • Telephone No. Fireplace Contractor $ C /t O$ Z n It- - Total Valuation 2 Mai ling Address -711Plan Permit Fee Checking Fee&/or Penalty � a, ot 10 f S� ele hon 7 Permit Fee $ .� Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 L C, Repair drainage or vent piping 1.50 L ( Water piping 1.50 Each gas water heater or vent 1.50 c A. P. N9. Zoning $Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 s-QG Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I ParcelParcel claration Ma 60' R/W Im ements P Lawn sprinkler system 2.00 Bldg. Plans Rec'd Parcelpproval Plans Approval Permit Fee $ $ NEW• ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEEPERMIT FILING FEE $3.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. & OR ADDNS. ( ACC. BLDGS. ) 22sgft NEW CONSTR. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS & NON.RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the sions Code under the name of: State of California Business & Px1t1da-lu. Ex. Occup(OUTLETS OR FIXTURES) @� BAL@1 FIXED Astyle Ex. Occup. ( OUTLETS P(RESID )RE A) 2.00 Temporary service 10,00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Cont ctors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for kmen's Compensation. have placed on file with the County of Butte a certificate of yorkmen's Compensation Insurance. Iermit is issued certify that in the performance of the work for which this I shall not em an P employ y person in any manner so as to become subject to bject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ° TOTAL PERMIT FEE $ Int �V %Uk.I iUc -I.UuntY UI Ducie tU enter upon the above -mention property f ' inspection purposes. r X ate 1-11-7-7 Signotre of ermitee or Agent Receipt No. &. %, /� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF/PUBLIC WORKS BY /4u.J_eJ� Date Building permit expires Date --1z' 2? COUNTY OF BUTTE' — DEPARTMENT OF PUBLIC WORKS �A' 7 County Center Drive - •Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT BUILDING Owner CA4 C)/—ig �A,i� • SQ. FT. OCC. BUILDING VALUATION Mailing Address �elephone No. Fireplace Contractor `o Total Valuation U Mai Ii`n' Address Permit Fee 0— Plan Checking Fee &/or Penalty � � Telephone No. VS13 &2termit PFee $ '— Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 �• S , W_ Each Trap 1.50 �r l� Repair drainage or vent piping 1.50 Water piping 1.50 L / , Each gas water heater or vent 1.50 �/ A. P. No. (09 �7 �j Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe Wve' S Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im provem nts Lawn sprinkler system 2.00 BldoLoPfans Rec'd Parcel Approv I Plans pproval Permit Fee $ $ NEW 51 ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 i - Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS ry Single Family,[:]Duplex ❑ Mobil Home Other W, Main service EA. ADD'L 100 AMP 1.00 A � K• i NEW CONST. DWELLING O OR ADDNS. (ACC. BLDGS, &� 22sq ft ',�� , NEW CONSTR. ( MULTI.OUTL T NON.RESID, BRANCH CIRCUITS 2.50ea NEW CONSTR, POWER APPARATUS & NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: • Ex. Occup(OUTLETS OR FIXTURES) BAL@j FIXED ALN97 Ex. Occup. ( OUTLETS P(RESID.REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. �7_Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $12 _4P WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wo kmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r -1I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ r authorize representatives of the County of Butte to enter upon the above-mentioned proper for inspection purposes. X Date - Signature o Permitee or Agent Receipt No. _ `�' rZ OA el. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date %—& —7 I Building permit expires Date 7-6, — _7,E PERMIT NO. 2351-77P,E PERMIT EXPIRES OWNER Jack Rookaird CONTR. Fisci Bros., Paradise LOCATION (A.P. 66-04-36 � 1700 So.Park-Dr., lot 192, CC#l, Magalia fl 4I1 a Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E % Temp. Gas Serv. Called PG&E B FINALED (Date) (Signature) V 9. Electrical \. Is seiwice lac€e enoiiglk to provide adegtuir_e amperage to mobileliome (must equal rating of mobilehome (eith a ::;inu tum of 1.00 amp) and other faciliti_c!s on lot, i.e. , water pumps, garage ,cat). etc.? Yes --"No_ B Is them proper cicarances around panels? Yes --'No_ C. Is power supply cord or feeder assembly properly fused? Yes c, 196— D. Is continuity test satisfactory as per the following procedure? Yes c/No_ 1. De -energize electrical wiring, system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly ,conductors, including neutral conductor, havE: been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lo.: -id of a test instrument to the mobilehome grounding conductor and app Ly the o"tii.o 1c:au to each riiob—L.�Ciwiiit slip �iy Cu'nuuCtoi, iliCliiuliig iieui rdi. 5. All nor. -current, carrying metal parts of the mobilehome (aluminum siding, gas line, Ther line) , including fixtures and appliances, shall be tested for continuity from such equipment: and the grounding conductor. 6. Upon completion of the above procedure', the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity te;t shall then be made between L.he grounding electrode and the chassis of the mobilehome. Upon saLisfactory completion of the electrical tests, the lot or site service equipment- may be approved for. energizing.- � it; jab card signed by health Department for' water and sanitation? 11.. If everything ol:ay, sign off card and tri- services. MOB IL LMME DATA Manufacturer and/or Namestyl.e_ u� LengthWidth ` / Vehicle Serial No. / 706e D Q 5`� b State Identification No. ®��' ®f�_.,_ _ ,.&Iitional Information or Comments: .MOBT ..1102ME' INS`'ALLATION INSPECTION CHECK LIST 1. Is the mobilehom` loc.%ted wi.�i required separation from lot lines and buildings and generally conform to plot plan? No 2. Does the m)bil.ehome have requir<-d clearances above ground? (Sec.5085) Yes �No 3. Are foot.i.nc;s and supports properly sized, spiced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes No 4. Is the mobilehome level.? (Sec. 5088) Yes cANo- 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes L/No S. Dater. A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes ✓No B. Test'- Does water piping withstand working pressure or 50 lbs, air test? Yes L-�No C. Backflow - If coach is not State of California approved, does station -have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum per foot slope and is it properly supported? YesP"/No C'. Are any leaks detected in drainage system after running 3 -gallons of water through each 4� fixture including washing machine standpipe? Yes,; No�z D. If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas siipply.with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes_ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min, without drop. 4. Connect gas meter to mobilehome with connector, turn. on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes,/ No COUNTY OF BUTTE — DEPARTMENT OF PUBLIIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING (NOTE: An entry must be made on this form each time you visit the job site.) F ewaII S I PI In Pa ets 1 t Floor %Stem Rest om Finish 2n Floor Windo 3rd oor Sldin To out Slab Shea In Water Pipkg Piers ERoof ofin Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwal l Insulation Heaters Slab Carport Footings V Prov. for phsical handlca ed Conformance of ex. structure V Appliances Gas Piping &Test Temp. Gas Slab A Final Sanitation Patio RE ACE Final Footin s Footin ECTRI Masonry Walls Throat Rou h Relnf. Steel Final Fixtures Bond Bea FIRE SPRINKLEAS Motors Framing Test Water Htr. Stucco Final Su ane Mesh MECHANICAL Gird. F941t Prot. Scrajih HeatIA9 ServI96 _ B n Coqifng mo. Pole nlsh DiAts finderground erior Lath entilation Permanent oor Closer .Final VIFinal MOBILEHOMEUTILITIES ----------- .- •---Elec_ Service '2 Elec. Pedestal -`yl Water Piping Sewer , y Gas Piping DME A I ------- - ------ Support — - Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) t 6 orya,, OR a say r svo 09 m COUNTY OF BUTTE DEPARTMENT OF PUBLIC &hKS- P7 COUNTY CENTER DRIVE OROVILLE, CALIF. - k4-4541 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 2.- /- -) 7 /-for the following location: Owner Owner's Addre Mobilehome Mfg.r�GLu i- � Model Year 7 7 Insignia No. fi7��C� 2527 9' Serial No. ? b It is hereby certified for occupancy at the above described location and may be occupied. -1 Director of PublicAorks Date " '2 `6 - 7 1 By THIS CERTIFICATE IS VOID WHEN'MOBILEHOME IS RELOCA "1 ,. COUNTY OF"BUTTE DEPARTMENT OF PUBLIC WORKS 7 County C6nter Drive — Oroville, California 95965 ` Telephone: 534-4541 oJr� APPLICATION AND PERMIT DULIIUIILC ICtJICSeIILGUVCJ UI me Luunty of nutte to enier upon ine abov -mentioned property for inspection purposes. X Date / Signature of Permiiee or Agent Receipt No/5-5711 � White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR R OF. UBLIC WORKS By � L Date - permit expires Date BUILDING Owner l SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace 0. Contractor Total Valuation Mailing Addressd,,ez Permit Fee Plan Checking Fee &/or Penalty le hone No. Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 d V Z 70,9 ,fQ, AWr,Each Trap 1.50 Repair drainage or vent piping 1.50 Water pipingp zigEach tZoninO V ification Only (j gas water heater or vent 1.50 A. P. No.i oCf� Zon g/ Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 s Sa I Ion Fire Dept. Fire Zone Use Permit EQA Par ing'Parcel Parc Ma 60' R/W Improvements Plans Declaration p provements Building sewer `rf30 d Lawn sprinkler system 2.00 110 4. ns Recd tercel Approval Plan pproval Permit Fee $ ,00 $ NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORV OR LE LESS5.00 J Q fj d Main service EA. ADD•L too AMP 2.50OVR Single Family- ❑ Duplex ❑ Mobil Home Others ❑ 600V Main service 100E EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 WO SO*� • FT. MINIMUM NEW CONST. DWELLING OCCUP. & ADDNS. ( 22sgft ACC. BLDGS. ) ET NON•RESID.R ( BRANCH CIRCUITS) 2.50ea EVR MOBILES EQ NEW C ON ST R. (POWER APPARATUS & NON RES,D. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of lifornia Business & Profvsions Code under the name st le of: y Ex. Occup(OUTLETS OR FIXTURES)@LSC BAL@1 EX. QCCU FIXED APPLNS. OR p• ( OUTLETS (RE -SIP.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 � License NI?� 0 Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions.of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Oone TOTAL PER IT FEE$ -3 DULIIUIILC ICtJICSeIILGUVCJ UI me Luunty of nutte to enier upon ine abov -mentioned property for inspection purposes. X Date / Signature of Permiiee or Agent Receipt No/5-5711 � White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR R OF. UBLIC WORKS By � L Date - permit expires Date Y ' Q COUNTY OF BUTTE —0 DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - 5 e, California 95965 Telephone: 534-434-45441 APPLICATION AND PERMIT P ¢/ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 07 X Date �^ `" Signature of Permitee or Agent Veceipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS' lil Date__4a- L4- Z7 ding permit expires Date BUILDING Owner.,J, C/C' R� %L Jlj�/' SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace . � Contractor Total Valuation Mailing Address . O �j Z,�, Permit Fee Plan Checking Fee &/or Penalty ct4 I �u Tel l hone No . Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 -7 1700. 0o p/-} vt 16 P&. Each Trap 1.50 7-,/ 9.2 Cp/� / VV Repair drainage or vent piping 1.50 Water piping 1.50 /9 l.. /4 Each gas water heater or vent 1.50 /� A. P. No. gyp' 1L 7 -3 64 Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F*,-' W,�_. Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/N/ Im rovements P Lawn sprinkler system 2.00 Bld lans Rec'd ,,.�� Parct�proval P pproval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ 0 HER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100V OR L 0 AMP ORSLESS 5.00 / ^ Main service EA. ADD'L 100 AMP 2.50 OV Main service 10 ERoR LESS 25.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 AMP 1.00 NEW LING O OR ADDNST ( ACCLBL GS.CCUP. &\ 2¢sq ft / NEW CONSTR MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Adlevo-tTemporary Ex. Occup(OUTLETS OR FIXTURES)� BAL�1 FIXED ALNS. Ex. Occup. ( OUT ETS PIRESID.IREA) 2.00 service 10.00 n%N Mobile Home Facilities 15.00 D / License No. 3eS9�d Classification C� OO� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation 42.00 Hood Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby (�— TOTAL PERMIT FEE $ L -;o authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 07 X Date �^ `" Signature of Permitee or Agent Veceipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS' lil Date__4a- L4- Z7 ding permit expires Date ... ''.Y ti:' .:� - .'�a`. -. yr _ � .. s�.,,p.; ., ';r, °,,:• 'L1 •� �— .`f . :.1J=CS?.ate Ji .. i. :•if`I '•C ?rY. _ - _ ` r.. t'� r t � .. t'ti t r • � .,: _ �..: wi • �;, � • .gip; �'U � �. �o wit[: • � ... �7//7�,p�•�•01��-% %�'G [/may gay _ Al -f X77 v,' ' Ax , I -7713 77 • _ �,� .; moo+ i • i I' � � ;' �' i r map - I u l Ca► ' � �. R® �` r ®. ; f Qi o 4; 0 NOTE'e So- th � � � �: � � . o' • .. e attached hed le Fm a uinel encs .. agesQS 29.���' R• -c9 o' BUTTE GOUN'1 � BUILDING DEPARTIUlE9� V /37,30 ida /%�•?�/� �. 0 e 14? a - 7 C;t3l -8 -abW7 .. ....... ..... 140*11,