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064-080-015
64-08-15 Victoria Codromac 50 Co ter Way, lot 199,.PP#12, Maga. c, tr: Paradise Modular Conc., Para.GASCCMPACTIONKST REQ.:EtEC � ` od,ular Conc., Para. / liwo-Q2 C, / - 64-08-15 | on1Issued %;on epts 9Cdula PeO3 ` 64-08-15 > contr: Sierra Mobile Servic Pc 2 7 > 064-080-015 03-2280 ` ^SCOTT, DANNY 14733 BRIDGEPORT, MAGAL � Cont: BRODERICK, BRUCE @!�ALE } EX MR PERM FND EX SITE ` ^ � ` ^^ ^ ° , ' , RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 07 -Aug -2003 2003-0052779 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. DANNY A. SCOTT AND MARILYN JO SCOTT REAL PROPERTY OWNER4,ESSOR 14733 BRIDGEPORT CIRCLE MAILING ADDRESS MAGALIA, BUTTE, CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP VICTORIA S. SIMONE UNIT OWNER (if also Property owner, write "SAME") 8 SUNLAND DRIVE MAILING ADDRESS CHICO, BUTTE, CA 95926 CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAIL NG ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2280 (530) 538-7541 B PE$)vIIT N0. PHONE NUMBER 8/6/03 IGNATURE OF LOCAL AGENCY DATE NONE DEALER NAME (if not a dealer sale, write "NONE") DEALER LICENSE NO. GOLDEN WEST 1979 CALYPSO MANUFACTURER'S NAMEDATE OF MANUFACTURE MODEL NAMEtNUMBER GW6CALCA42496A/13 40'X 20' IA, SFRIAf CAL139537/R M1RPRrCI REAL EROPERTY LEOAL-P-ESCRIPTIONASSESSOR'S PARCEL NUMBER 064-080-015 SEE ATTACHED HCD FORM 4B(A) REV. 8/91 "AUARv_urn on... .__,.___. LEGAL DESCRIPTION A.P. #064-080-015 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Lot 199, as shown on that certain Map entitled, "PARADISE PINES UNIT NO. 12", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on May 13, 1971, in Book 38 of Maps, at Page(s) 24, 25, 26 and 27. Certificate of Correction recorded August 27, 1985, under Butte County Recorder's Serial No. 85-26006. 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 II: A non-exclusive easement over Lot A and B (the common area) of said Paradise Pines Unit No. 12 and the Lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VII, X, XI, XII, XIII and XIV. BUILDING PERMIT NUMBER: 03-2280 Address or location of unit: 14733 BRIDGEPORT CIRCLE, MAGALIA, CA 95954 Legal Description of Real Property: SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on'a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: VICTORIA S. SIMONE Owner's address: 8 SUNLAND DRIVE, CHICO, CA 95926 INSIGNIA OR HUD NUMBER: CAL139537/8 SERIAL NUMBER OR V.I.N.: GW6CALCA42496A/B MANUFACTURER'S NAME: GOLDEN WEST YEAR: 1979 OFFICIAL APPROVING INSTALLATION DATE: 8/6/03 PHONE: (530) 538-7541 H.C.D. 513C STATE OF CALIFORNIA_ DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD MOBILEHOME DECAL NO. LA MANUFACTURER NAME/ID CALYPSO DOM NAME MODEL OOM DOT GOLDEN WEST/ 00!00/79 JOS/3'0/79 SPC E 1 bwbLALU"Z4.. 96R CAL139537 2 GKCALCA4249.68 CAL13953A 3 4 5 6 A SCOTT -DANNY Ai D MARILYN JO JTRS D 14733 BRIDGEPORT CiR R MAGALIA CA 95954 E S 8 E RSCOTT.DANNY A/ E NARILYN JO JTRS G M I A 14733 BRIDGEPORT CIR S I T L E MAGALIA 95954 R . E D O s 14733 BRIDGEPO� : W I N T E u Mr.ALIA R 8 L VICTORIA S S NE E 0 A 8 SUNLAND .. M :., L O CHICO.. W DATE: W.06 it N E R J U F N I I R O s R T L I E N S H E O C L O D N E D R 0000001 000480 TOTAL FEES PAM: $34.00 DUPLICATE COPY TO BE FILED WITH TME M08ILEHOMB gaARK OPERATOR As REQUIRED BY LAW NT THE OWNER INFORMATION SHOWN -ABOVE MAY NOT REFLECT ALL LIENS RECORDEDOWITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. riot u (I zuul UJ: 48 5308776164 1. , ENVIRMENTALHOUSIMG, affi fff�� PAGE 02 L i. REQUESTED BY MID VALLEY TITLE Escrow No. 13OO44DH WHEN RECORDED MAIL TO: DANNY A. SCOTT and MARILYN JO. SCCTT 14733 BRIDGEPORT CIRCLE MAGALIA, CA 95954 92-4!949 -0419491' 1 Recorded I Official Records i County of I Butte I Candace J. Grubbs I Recorder I B:OOam 21 -Sep -92 I Rec Fee DOC Check 8.00 48-40 56.40 NVTC FM 2 MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $as"40 g Computed on the consideration or value of property conveyed; OR SAME AS ABOVE _ Computed on the consideration or value less liens or encumbrances remaining at time of sale. Thdtandar i Irl t'arantnr ripninra-cz Signature of Declarant or Agent determining tax - Firm Names GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, VICTORIA S. SIMONE AICA VICTORIA S. CODROMAC, AN UNMARRIED WOMAN hereby GRANT(S) to DANNY A. SCOTT and MARILYN JO SCOTT, husband and wife, as community property the real property in the UNINCORPORATED AREA County of !BUTTE as , State of California, described SEE LEGAL DESCRIPTION ATTACHED HERETO AND FADE A PART HEREOF STATE OF CALIFORNIA ) COUNTY OFu,Q }� On me, belimec personally ap arid Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behaff of which the person(s) act , execyted the instrument. WITNESS T,,j claf DAMMULKOU NOTARY PUBLIC-CALIPORNIA10 � `\ Butte Come El My Commission Expires a March 22, i OOE. r ®�F�F312M0taMci-imm ;-61i aa�Y PARCEL I• LOT 199, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1971, IN BOOK 38 OF MAPS, AT PAGES) 24, 25, 26 AND 27. CERTIFICATE OF CORRECTION RECORDED AUGUST 27, 1985, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-26006. 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 II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE .COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI; XII, XIII AND XIV. . �; . 0 ,� NOTES , RESIDENTIAL 064-080-015 03-2280 SCOTT, DANNY PERMIT NO. _ 14733 BRIDGEPORT,-MAGAL-IA- -- -- — Cont: BRODERICK, BRUCE EX MH PERM FND EX SITE # --- — --- } I t i 'THE HCD FORM 433A FOR THIS MH CANNOT BE I RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW I, 0 MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. { SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature AL�, J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4., Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. • / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Roof; Shthg-Roofing Card B-1 Date Card B-1 Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7.. 11. Cert. of Occupancy 8. . Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zo ing Requirements-Setbacks-Easem nts Date ootings; Size -Spacing -Marriage Line A Date 3. Kcking C -1 MH Test -Demand -Valve Electricity; MH Test 6. tatter; MH Test ater and Sewer Connected 8. Gas and Electricity Tagged 9. E's 1 DoOlicense Decals 11. Verify #'s with Office Dat a� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 395,3 -7 % ) 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 j 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7.. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. . Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 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 16. Insulation 63. Infiltration -Walls -Windows 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 71. Fireplace or Stove, Clearance -Hearth 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 AI Insulated Neutral ❑ Yes ❑ 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 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 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 Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O 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: q E OWNER: LOCATP CONTRA PRE-INSPETION PRE -17 I PORT DATE: �7- A-P. ZONING:�7 DATE TO INSPECTOR, V—&-(33 PERMIT HISTORY:( )NONE �FOLLOWS: Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedMacant Electric: Yes No Condition of Electric lim BUILDING INSPECTOR'S REPORT Electric currently On Off Natural -Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblerns Comments: ACTION RECOMMENDED: ISSUE: HOLD FOR Inspector. Date Sketch buildings on reverse and indicate location on property. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N (136V.121915) APPLICATION AND PERMIT 03 -ZZ 1U ASSESSOR PARCEL NUMBER ( _ ,�^ BUILDINGPERMIT OWNER^^ /r tE NONE SQ. FT. OCC. BUILDING VALUATION OWNEAB MA0.JNADD EI L CONTRA CU L°(!!� C°i TELEPHON S7�- SGS CONTWUCTO �, f�Qma ► v� CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHTIECr OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee 111S. .• Plan Checking Fee $ _I $ ('7 l � . ARCHITECT OR ENGINEERS MAILING ADDRESS BU0.DLNOAD° // • - Energy Plan Checking Fee $ _ $ CL I (aL J PERMIT FEE sa 13 75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 9PEWY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 ME OF WORK New ❑ Addition ❑ Remodel ❑ Udlities 13Installation ❑ Other ❑ Describe Work: ' _V, N�tE�(� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMrr Fling Fee 20.00 n Service �w ow L�Eas 23.00 ' r T lam" C S C I - /5 Tpou6m� �` `S. — C ' vivo kw-,�� ����� N�ym ��� Main lce 2 -ATO +ow^ 46.00 NLW CONST. DWELLING OCCUP. SO. OR ADDNS. 6 ACC. BLDS. 3.5¢Fr. N�N•aBID. ' uLTt•oLmET @7.50 PARATUS CIR 9TLET R Ex. Occup.OUTLET OR SAL FIXED APPLNS. OR Ex. Occup. OUj E ESI°. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Weating Coolin Hood 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee $ Energy Inspection Fee $ TYPE $ �S EOCCONST. H'4Z- D. FEES ETOTALEE CDF PARCEL PD HD ISSUE 0 X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50° deep and demolition or construction of structures over 3 stories in height. 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 Receipt No. ' PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date 64-08-15 tx �VM contr: Sierra Mobile Service, Paradise I f i Pe t4 7 79 n deck/MH)8 LI 1 t� 7el -� F , t <ya-3. 3. .t2�:, S -� ,�+ �-� �"'""�''',,;+ y _ �4 4., `YUY a "� "'"- 'iry "x'il d.':;ir'!�.,`�-`.a'� y '"- wi= ,fix :• :r»�4 �' ' tai. -.rh. '�' � .'`-+'�....... �t�+"�'`�^w�,." k�-. :k:' l ji-•-� � b ,Z�. ~"5 d i „J 1. rK ip%..� ' _ .A:"`"' g. j 'M? '':; #y .+..'�`,'„w tet. j�` r { fjrf t Ds' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541o. (ReJ.12/96) a ARPLICATION AND PERMIT �3'z ` ' ASSESSOR PARCEL NUMBER 068-080-015 ZONINGRT-1 BUILDING PERMIT OWNER 14733 BRIDGEPORT CIR. MAGALIA TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 800 R 43 200.00 CONTRACTORS NAME BRUCE BRODERICK TELEPHONE CONTRACTORS MAIUNG ADDRESS PO BOX 786 MNG3ALIA CA, 99994 CONSTRUCTION LENDER [Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 187.75 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14 Energy Plan Checking Fee $ $ PERMIT FEE $ 230.75 LAT 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX MR PERM PfM Gas piping system 1 - 5 outlets 15.00 19.00 Building sewer 15.00 19.00 Mobile Home I S I G W @20.00 PERMIT FEE S 65.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service EOOV OR LESS 200A 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 II force and effect.POWER License Class Lic. NO. ��0 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00NEW CONST. DWELLING OCCUR so OR ADDNS. ( & ACC. BUDS. 3.5¢FT; NON -a SID. MULTI.OUTLET 97,50 APPARATU 8 SINGLE OUTLET CIR. 20 00 EX. OCCU OUTLET OR FIXTURES BA p x.50 Ex. Occup. OimtTs RFIX� .1 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 IXof one hundred dollars ($100) or less.) I 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 provisi ns of section 3700 of the Labor Code, I shall fo with comply w�ft�ose pr isions. Signature of Applicant - ❑ Owner ❑ ContractorAgent X Yepp An OSHA permit is required for excavations over 5'0" dnd demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 299-79 HAZ. -- D FEES IMP ------- FLOOD ---- CDF PARCEL -- ---- PD — HD — ISSUE This permit is hereby issued under the applicable provisions of the a Coun Code and/or Resolutions to do work indic ed v or hich fees have been paid. B D to O 46 919146 n PERMIT EXPIRES ON 61(d O I IDate Receipt No. 385003$295.75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILPING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541 U PERMIT NO, M r: OrSSTRUCTION LENDER O LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U611ties 13 Installation ❑ Other ❑ Describe Work: Slk)k k p*ham' MENEM 7s t4km X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace PERMIT FEE S APPLICATIONAND PERMIT ~ -,-Z 10 Ll� (R6v.12/96)• . . 23.00 PARCEL NUMBER 36 S =2 t^. -1 Permit Fee c, Pian Checking Fee BUILDINGPERMIT EOWMM'S I . ULTFOUTLET 1 Energy Plan Checking Fee -t TE` HONE SO. FT. OCC. BUILDING VALUATION I^ / r. PERMIT FEE S MAIUNQ ADORES$ , _� i -*) 1 _e I 11�I d . I — n .. I, Fling Fee M r: OrSSTRUCTION LENDER O LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U611ties 13 Installation ❑ Other ❑ Describe Work: Slk)k k p*ham' MENEM 7s t4km X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace PERMIT FEE S A" ELECTRICAL PERMIT Total Valuation $" Main Service zooA DR LESS 23.00 Filing Fee $ 46.00 20.00 Permit Fee c, Pian Checking Fee $ NEW CONST. NON.R6m_ I . ULTFOUTLET 1 Energy Plan Checking Fee $ PERMIT FEE S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 , <' Mobile Home I S I G I W 020.00 Ex. Occup. OUTLET OR FWrDRe PERMIT FEE S A" ELECTRICAL PERMIT Fling Fee 20.00 Main Service zooA DR LESS 23.00 Main ice 200A TO 1000A 46.00 NEW CONST. OR ADDNS. OWEUMG OCCUR 8 ACC. B UDS. 35¢So. . FT. NEW CONST. NON.R6m_ I . ULTFOUTLET 1 @7.50 Ex. Occup. OUTLET OR FWrDRe IBZ O FDlED APPWS. OR Ex. Occup. ovTtFTs ESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 I PERMIT FEE 1 $ MECHANICAL PERMIT I Filing Fee 1 20.00 1 Hood \ I 1 6.501 1 PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ q5 IS HAZ- I D. FEES I IMP 1. FLOOD I COF I PARCEL I Pp I HD ISSU 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 f-., rr T' C 3!-'�K`..a... �N:•rt'4x:i:. 4 s �, +�,;:.+1'",fi}µ ..�rtJ- #r-,:��. a' v r. r . h - .vj+^'„-"a.^`��,�i �7T•: ,`rFK .,�.. _ - ..- ,-.... � "+:. �.M1e �hJd .�' .�+a t}sg:. fwf: �I�C�';-:.�• *'Yt�`lj Y. , l d:.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (` / ' �SSESSOR PARCEL NUMBER Proposed Building Use: 1 r1l Counter Technician: Date: It ms required in order to apply for a permit. 'All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan -,-fie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations 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. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 18. Sagitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. Encroachment Permit for driveway from .Pre -Inspection thgPublic Works Det......... . 4205' forIM �' V . C 1 ,, required .... ........... 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization..................................................... ..... ....:...... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. E •sting violations and/or expired permits ............................................... .... �co ❑ 331Grant Deed M.H. Title/Statement of Facts, ❑ Letter from Legal Owner.. heck to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: /���� ���2- Date:�l 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ coun by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Building Permit Number: ©3-22O-0 Owner Name: i Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW 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 1 of 2 Building Permit Number: 0-09b Owner Name: �p 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: TAAll structures and a ui ment including overhangs shall be clear of all easements. A setback 0:6%"eet from the side and 109'fee from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 0 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. (This Installer's name: 3. Is the site currently under permit? /� No cYes (If yes, furnish permit number ' O 3 %— % ) OR Is the site an existing site? Yes / / No /1—f (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No / / (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- / `5 O Amps 6. What is the mobilehome site service rating? --------------------- © O Amps 7. What is the mobilehome site circuit breaker rating? ------------- j Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ----=-- 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand?------------------------------- ----------------------------- (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) MOBILEHOME SUPPORT DATA If "other than single wide, Mobilehome Mfr. ,��� -furnish Setup Model No. Year -ZZ 51 Width �_(ft.) Box Length-'� (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) Single D -- Wood either AApressure treated of foundation grade. (ft.)(in.) (in.) (in.) T 1 2. Other (specify) Center support I Center support locations* footing sizes Supports (check one) (in.) D—r-�Concrete block. 2. Other (specify) (ft.)(in.) (in.) (in.) <----Tagalong or Expando, j� show support details. (in.) (in.) Typical Support (in.) (in.) Footing Size 30� / �/x (in.) (in.) - -- Max. Pier Spacing (ft.)(in.) i Max. Overhang (ft.) I (in.) (in.) (in.) i (ft.)(in.) BUM COUNTY 0�p � jpEPARTMEN� IcZ D. If center piers are other than drawn above, / draw in locations, spacing, and dimensions. �. VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SETUP 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 WIND ZONE II - SINGLE V -DRIVE -METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Qa -A--I-ao fft& BUTTE COUNr-y gUILDING DEPART'M1-, APPROVE.` a Release Date 8/13/2001 Engineer Approval ^TrS�;r cz �K N U 2011 lF �'F C��IFcF `ZKdi'U-MppW4kWN 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL, DOES NOT AUTHORIZE ORAPPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California Department of Housing and Community Development DMS SC AND STANDARDS By e_/C>-O / (sign ure) q r SPA N0. I J` For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com p Tie Down Engineering, Inc. ' VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- 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. . General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones 1& II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoringrpuirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D° homes. Exposure "D° homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls; mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the. perimeter joist or specified as a location for vertical ties. e O Page 2 Califomia 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones 1 & 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 Mw Unequal Pier Heights ( Wind Zones I & II only I-IyU/ C L 6 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. "ck Page 3 Califomia 2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES . The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support..Vector Systems should be . spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place.Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket: In certain regions the optional Moisture: Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c � Page 4 Califomia 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #5900% (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS short' Clear all loose vegetation from the immediate Short. \ u -boe area where your Vector foundation pads will � rest. Press or hammer pads into the ground. Tip: Place a 3/8' nut on each U -bolt to keep it in place while you position the Vector pads. 1; k; 10, .� ..> 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 20's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half .and inserted between the strap and inside be bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap. a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement. WIN. C Page 5 1California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U-5olts IMM 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 N=01 Vector Dynamics Metal Pier Ii 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 be brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive 4hd. 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 incthe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dynamics Foundation Systems Component Parts List M11 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 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 Concrete Vector System Kit # 59008 (for single stack blocks) Concrete Vector System Kit # 59006 (for double stack blocks) 11�1*. 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 Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) e,�t 6 e,'•' 9� o e V -Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) ® o ®o c ®o c Part #'s included: 59269, 59113, 59282 & 10999 ---------------------------------------------------------------------------------------------------------------- Adjustable Steel . Compression Strut P/N 59043=` Or these products available at your local hardware store ne , i� X wqeuse �� a•A Aol,e I Zga2x ROQVGQ�pe /1 A° Schea�\e 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 Califomia 8/2001 Vector Dynamicsindividual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 .2 Sq. R. 12 gauge 18.719"x15.625"x3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x 19.418"x 3" ® Vector Dynamics Tension Link o U Part # 59282 6.25" x 2.52" x 3" vv Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" O ® Concrete Wedge Anchor Part # 10530 3/8" X 3-1 /2" Page 713 Slotted Bolt Part # 59135 3"x5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8"x 3" (16 Threads Per Inch) Califom 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". 4 Strap Protectors as Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9"x 7/8" a 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' Certified G120 MS60 59165 60' MS600 59170 600' Strap w/Swivel Connector Part # .Length < ` 59732 12' p 59734 14' 59736 16' Frame Tie w/Hook 0 8 ft. P/N 59195 loft. P/N 59210 Earth Anchors s 12 ft. P/N 59211 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head V 12" wide Part #59269 f Black Paint: Part #59292 �4a Galvanized: Part #59294 o '4® Drive Rods e ® Part #59113 e rage t �, t,aurorrna Vector Dynamics System for ' Concrete Applications instructions for Vector Kit #59008 (for single stack blocks) Of Vector- Kit #59006 (for single or double stack blocks) Page 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 IN Vector pad; for ..'. � concrete i:£N(.:'::....iEti:7::vY2'��X•.a1�?s:9L3Yta�..�.?: _:.�_�.�a:.`_..u:^ '.w..v:«�a..::::i.L"r.'..:... v.wJt6:.C:::ur.ZJti�-'4i.:° Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B �o 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 tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12'iriches 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 tltl�l California' 001 WIND ZONE I ' 1 \ Vector Dnamics Systems Required y i \\ for Single Section Homes (Materials Required) _ e ,e Sg�ti0 °roy manual - ' a 2 Et st aging tot stalla�ton- _EXamp`%10 getlet be O hom to ' ! 111�ust stc aid Spacing m 1 ` \ undation Pads WIND ZONE I o (not to scale) 3 00 o� �2 sq. ft. pad 0 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 Ibs. 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. 1-114 In. ties, length will very with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member V 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 V or 1 TDE adjustable steel strut N O O V -Drive anchors are used only in WIND ZONE I (not to scale) 2 sq. ft. -pad NOTE: Vector Systems should be spaced as evenly as �. WIND ZONE I must be consistent with home manufacturers! Installation Per Side " Vector Dynamics Systems Required 0 to 72' J '%' \ Single Section Homes compression strut Is 3,150 pounds per Sol[ Classifications: Difficult Soil Conditions Soil Bearing Capacity: 1,000 PSF.minlmum Anchors Required': sed to or s sm nus% 06e'tnes 4 1-1/4" frame ties w/4725 lbs. min. breaking strength. ,e sha"In9 for s aotlon �- member (center compression member only) ey aCnPsno\Ns 9e 01gus` be ko h - _ r ' aald11%asnSPaoln9 m - - , ` ndUonPa- o ` I x I 1 ♦ v *�i f �6� CD 3q {t. max• °'o.tYP• N O O V -Drive anchors are used only in WIND ZONE I (not to scale) 2 sq. ft. -pad Home Length 9 NOTE: Vector Systems should be spaced as evenly as �. Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers! Installation Per Side " Instructions andlor state requtemerits.. 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Sol[ Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF.minlmum Anchors Required': "V" Drive Anchor, Part Number 59269 4 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr ve Anchors Home Length 9 Vector Systems Y Anchors Required q eAnchsystem requires Each Vector it, 2'V Drive One Vector Kit, 2 "V' Drive Anchors, 4 slotted bolts Required Per Side " • 2 ea. 1-1/4 In. its, length will vary with pier height . (47 lb. min. break), •1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 • or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression 1 member (center compression member only) • or 1 ME adjustable steel strut • "V" Drive Anchor, Part Number 59269 -2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be.substltuted for wood on the W" Drive Anchor connections. D�WN rur"ura��r. Metal Pier Sets ZONE Vector Dynamics .Systems Required _ for Single Section Homes Up to 72 (Materials Required) . ion bo s ems �\de\ones' sect for sY nus\ 9 1 ' i i 2 ft s1 eang for s allat\on rna �XamPsh01 fs 9e.s� be to home in 11\us\rav%o nd spaoln9 rn scion Paas a I � Found � 00 N 0 O Vector Me Sen SX tip. 2h,m Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4".x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1.1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 ' Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. TIE DOWN f IIG101I RING N CD W WIND ZONE I "' " e Vector Dynamics Systems Required , _ - "" bie se t%onqectsYmanua� gu' for Double Section Homes _ _ - :1e of a en Baa Pah me iIstattatt (Materials Requiredl- EXa�`psh°ws9 tbe t\wstr aid Spectn9 MUS _ ,F tion pads ` da I ' _ F oun _ _ I 1 _ O.G• ` ; { 44 R• max o w' Maximum allowable working drag load I - for the Vector System with the steel` - compression strut Is 3,150 pounds per . I,f u ' ' n NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. Is practicable along the length of the home. Pler sparing must be consistent with home manufacturers', installation Instructions and/or state requheinenls. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum /1,lwlfl -�n�l� r Anchors Required: None (marriage wall anchors may be required by home manufacturer) 0 0 �2 sq. ft. pads Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector.Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut . 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 WWI- ..®f 15 �"_ NOTE: Shear wall, ridge beam support posts & marriage wall straps 8 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.Pier spacing must be consistent with the home Installation manual. OD '2 sq. ft. N O 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. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable steePatrul 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 WWI- ..®f 15 �"_ NOTE: Shear wall, ridge beam support posts & marriage wall straps 8 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.Pier spacing must be consistent with the home Installation manual. OD '2 sq. ft. N O 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. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable steePatrul I WIND ZONE II (Hurricane) 1 �` Vector Dynamics Systems Required for Single Section Homes home ms. del,nes, tion s ste a191jt (Materials Requined}� -_ It s;n9!e to( \je�ntton maPu _l " a i2 a sPaZtn981nsta _ ,pie 0 sbos genet 18 to nom --=--- r' 111uEtaa n 3cn9muStp n _ ♦I I n pads a (7 WIND ZONE II (not to scale) N� 7 :, 00 N �"1 O 2 sq. ft. pad *NOTE: For single section homes 2t"' y with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates r" (one anchor and one plate per side) must be Installed In additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 4B compression strut Is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6. 61' to 72' 6 6 7 73" to 84' 7 .7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Plea 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 ff • or 1 TDE adjusletile steel Strut WIND ZDNE II Vector Dynamics Systems Required "8��`on V10 temS. gIxdet;�erD1 ��,` for Double Section Homes _ _ - -' do�b�e tof 'o t mama - ' (Materials Required) _ a Z2 �a� sparwg Mstax� " Olds NOTE: Vector Systems should be spaced as evenly as Is prei the length of the home. Pierspacing must be consists manufacturers' Instructions and/or state requirements n WIND ZONE II (not to scale) . O \.2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 Ibs. min. breaking strength. Home Length Vector Systems Required w CD Maximum allowable working drag load -� for the Vector System with the steel 49' to 60" compression strut Is 3,150 pounds per 5 the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prei the length of the home. Pierspacing must be consists manufacturers' Instructions and/or state requirements n WIND ZONE II (not to scale) . O \.2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 Ibs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • one Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 lb. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member . • or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 - !v NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home.. Pier spacing must be consistent with the home Installation manual. n O 3 N 2 sq. ft. pad - i Soil Classifications: 2, 3, 4A, & 4B Sall Bearina Caoacitv: 1.000 PSF minimum Home Length Vector Systems Required nchors Per Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) Materials: 1 ea. 4 x 4 wood compression member 'Anchors Required: 3/4" x 30" anchor (59095), or 2 ea. 2 x 4 wood compression member with vertical straps or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable steePetrut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard. rock...... NA . NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower . sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite. and moisture shield when a wood compression member is used may be obtained from the local. building official or may be found in. the 1995 edition of the One and Two Family Dwelling Code. Page 18 California N001 PERMIT NO. 3272-79B PERMIT EXPIRES &Z4 OWNER Victoria Codromac CONTR. Sierra Mobile Serv., Paradise 64-08-15 LOCATION (A.P. ) lot 199, PP#12, Magalia 350.Colter Way is Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp.'Gas Serv. Called PG&E JOB 7 %� 7 • jF1NALED 1 (Date) (Sig ature) Setback Forms Main BI Footi Stemv Slab Piers COUNTY OF BUTTE —.DEPARTMENT OF PUBLIC WORKS as ., BUILDING INSPECTION RECORD . LD!VG BUILDING (Cont'd) PLUMBING Firewall Soil Piping Parapets 1st Flo Restroom Finish 2nd oo Windows 3rd t loor Siding Too t Roof Sheathing Wate Piping Roofing Sew Fdn. Vents Fixtu s r-ootin s I Garage Vents Water t1qr. Stemwa l l Insulation Heaters Slab Carport p Footings Prov. for physically handica edy Conformance of ex. structure A liance Gas Piping Test Temp. Gas ' Slab Final Sanitation Patio FIREPLA Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Flwhiroa rramon U1 V Test IN, Water Htr. Stucco Final Subpanels Mesh MECHANICAL Gird. 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 BI E OME 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.) w COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS `7 Cor y Center Drive - Or`vilfe, California 95965 ' Telephane: 534-4541 APPLICATION AND PERMIT BUILDING Owner SQ. FT. OCC. BUILDING VALUATION O O Mailing Address eZ3S ' v Contractor�� /; e Mai I i ng Address J7n S opdi�ur AV Building Address cl�l I i Telephone No. Chir rY_ 19.w- Telephone l r Telephone No. 879'- 6s7.a A. P. No. — D (?^ / Y_ I Zoning & Planning v W/ Sa ' 'o FireDept. FireZone Use Permit EQA Parking I Parcel P p ements Parcel Ma X60' R/W Im r Plans Declaration 441"Plons Rec'd Parcel A rov PIVs Ap roval NEW g ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home Others ❑ iX Ia / Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each TraD Repair drainage or vent piping Water piping Each gas water heater or v Gas piping system 1 - outlets Each additional let Building sp er Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service sOOV OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER 600V 100 AMP OR LESS Main Service EA. ADD'L 100 AM NEW CONST. OR A.D... DWELLING OC P. 5 ACC. BLDGS CONTRACTORS LICENSE LAW NEW RES,.,CO (MU LTI. TL r NON -RE BRA H CIRCUITS NEW CONSTR. P GLR APPARATUS e I am licensed under the provisions of Chapter 9, Div. 3, of the NON-RESID. E OUTLET CIR. State of California Business & Professions Code under the name Ex. Occup TLETS OR FIXTIIRE! Style f: EX. DCFIXED APPLNS. OR p• OUTLETS (RESID.) EA Y Tempo ary service Mobile Home Facilities License No,-(Misc. Wiring �/6/a6 Classification G' 6 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. frJhave placed on file with the County of Butte a certificate of Cooling Workmen's Compensation Insurance. I certify that in the performance of the work for which this Lj 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. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above -menti perty for inspection purposes. Dat 7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant @ FEE $3.00 1.50 A.50 1.50 1.50 1.50 .30 5.00 2.00 @ FEE $3.00 5.00 .0 25.00 1.00 20 sq ft 2.00 10.00 15.00 6.25 Venti latio Hood 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE is �pU 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. DIREC PUBLIC WORKS By Date �� ilding permit expires Date 6 j/- i() PERMIT NO. 944-79B,E + PERMIT EXPIRES OWNER Victoria Codromac CONTR. Paradise Modular Concepts, Para. LOCATION (A.P. 64-08-15 iLte=o-lot 199, PP#12, Magalia s� Temp. Power Pole Called PG&E Temp. Elec. Serv. iCl,2 Called PG&E Z3 Temp. Gas Serv. Called PG&E B �O FINALED ZZ (Date) (Signature) Bond Beam 4FIRE SPRINKLERS Motors Framing S �P Test Water Htr. ' Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatino 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 INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REM OR CQRRECTIO 7 7, q z-, (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE`— DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD ' UI DING BUILDING (Cont'd) PLUMBING Setback E Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding — To out Slab Roof Sheathing S v Water Piping Piers Roofing Sewer Gara e . Fdn. Vents Fixtures FootingsFootingsV11 Stemwa l I/ e&2 QC Garage Vents Insulation Water Htr. Heaters Slab- Car rt Iro Footings Prov. for ph sically handica ed Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h - Reinf. Steel Final Fixtures e5 1r.0 __ . Bond Beam 4FIRE SPRINKLERS Motors Framing S �P Test Water Htr. ' Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatino 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 INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REM OR CQRRECTIO 7 7, q z-, (NOTE: An entry must be made on this form each time you visit the job site.) PERMIT NO. 837-79P,E -� PERMIT EXPIRES Victoria Codromac OWNER CONTR. Paradise Modular Concepts, Paradise 64-08-15 LOCATION (A.P. ) 350 Colter Way, lot 199, PP#12, Magalia Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOBZ �7 f "� { FINALED (Date) (Signature), i stucco Final Jr Sub ane Mesh MECHANICAL Gird. Fa6lt Prot. Scrat Heada Servi Bro Cooling T mp. Pole FI sh D is finderground i y I j Ifi rior Lath entilation Permanent or Closer &nal tFinal MOBILEHOME UTILITIES Elec. Service - Elec. Pedestal t Water n Sewer Gas Piping MOBIL-EHOME INSTALLATION - - - - - - - • - - - - - - Support Elec. Continuity Water Piping Drainage --7 Gas Piping DATE—REMARKS OR CORRECTIONS C.V`c& y6- 3 �/, f , f -1 q eag (NOTE: An entry must be made on this form each time you visit the job site.) • COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 'i BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Set ck FI wall So Pipin Form Par ets 1s loor Mai Bldg. Restr m Finish 2nd Noor Fockns Window 3rd Odor Sternk II Siding To out Slab Roof Sheaking Water Pi in Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwal I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for phslcal handica ..1 Conformance of ex. V structure Appliances Gas Piping & Test Temp. as Slab A Final Sanitation Patio IRE ACE Final Footings Footing ECTRIC L Masonry Walls I Throat Rou h Reinf. Steel I Fig .1 cl. h— stucco Final Jr Sub ane Mesh MECHANICAL Gird. Fa6lt Prot. Scrat Heada Servi Bro Cooling T mp. Pole FI sh D is finderground i y I j Ifi rior Lath entilation Permanent or Closer &nal tFinal MOBILEHOME UTILITIES Elec. Service - Elec. Pedestal t Water n Sewer Gas Piping MOBIL-EHOME INSTALLATION - - - - - - - • - - - - - - Support Elec. Continuity Water Piping Drainage --7 Gas Piping DATE—REMARKS OR CORRECTIONS C.V`c& y6- 3 �/, f , f -1 q eag (NOTE: An entry must be made on this form each time you visit the job site.) MOBILEHOME ;INSTALLAT.ION INSPECTION. CHECKLIST 1. Is the mobilehome located with required separation from lot.l nes and buildings and.generally conform to plot plan? Yes ' No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes L --No 3'. Are footings and supports properly sized, spaced, 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 v�o_ 5. If more than a single unit, are crossover connections properly installed? - (Sec. 5088) Yes No 6. Water A. Is flex le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes t ---'No C. Backflow - If coach is not Stat lifornia approved, does station have backflow device' and pressure -relief valve? Yes 7. Wastes and Drains / _- A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes •L'N'o B. Does it have minimum k" per foot slope and is it properly supported? Yes V Ro C. Are any leaks detected in drainage system after running 3 -gallons of water through each, fixture including washing machine standpipe?,.Yes ° No t-1 ' D. Ifcoac 's not State of California approved; does station have required trap and vent? Yes 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply 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 ine inlet without reductions other than the mobilehome connector. Yes_ No B. Test OK as per folling procedure? Yes_ No 1. Open all applian a connector valves. 2. Shut off appliance burner and pilot 3. Air test with'manome er to 10 "-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) c librated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilVhome.with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes_ �No 9. Electrical " A. 'Is service large enough to provide adequate amperage -to mobilehome (must equal rating of mobilehome with a minimum bf 100 -amp) and.other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes t No B. Is there proper clearances around panels? Yes !/ NoF C. Is power supply cord or feeder assembly properly fused? Yes -t- D. Is continuity test satisfactory as per the following. procedure? Yes 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 lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water 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 test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of.the electrical tests, the lot or site service equipment may be approved for energizing. , 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign -off card and tag services. MOBILEHOME DATA _ Manufacturer and/or Namestyle Length Width 2� Vehicle Serial No. 49-4— 699 State Identification No. % 2 Additional Information or Comments: r /► COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE i OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California _Administrative Code, Title 25, Chapter 5, under permit number ':77';1f -/Z for the following location: Owner Owner's Address Mobilehome Mfg. ' !�� •� Model J Year/z Insignia No. lSerial No. It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works / Date 2"'F By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE - DEPAHTMENT OF PUBLIC WORKS d` r `7 Couri'ty Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 9ys' �9 authorize representatives of the County of Butte to enter upon the above -mentioned property for inspection purposes. X (�L.!/A cam/ �-��i c/f1ate E, If 4-1117 �f Signature of Permitee or Agent Receipt No. / q� 7 7,F 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. DIRE F PUBLIC WORKS BY Date Z- 2e, 7� Building permit expires Date z-z� 'PO BUILDING Owner V I -c b,4-Lkq G' �� /'i C SO. FT. OCC. BUILDING VALUATI O .00S Mailing Address Telephone No. Contractor ,g a v Mailing Address �� Fireplace Total Valuation ©('� (o Telephone No. _ Permit Fee Building Address Q Cd L_ (I Plan Checking Fee &/or Penalty Permit Fee PLUMBING No. @-I FEE PERMIT FILING FEE $3.00 Each TraD 1.50 # 9 Ig 4 g Repair drainage or vent piping 1.50 A. P. No. -- apc/Water Zoning 8 Planning piping 1.50 Each gas water heater or vent 1.50 1pk-esj&'J Sqjjtqyon Fire Dept. Fire Zone I Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans P rcel Declaration Parcel Map , 60' R/W Improvem nts Each additional outlet .30 Building sewer 5.00 Bldg.ns Recd Parcel royal P s Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 zn cm-� Main service R LESS °o AMP OR 5.00 ioo P OR Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD•L too AMP 2.50 OVER 800 V Main service too AMP OR LESS 25.00 Main service EA. AOD'L too AMP 1.00 NEW CONST. ( DWEr gtOR ADDNS. ACCL CUP. 41 20 sq ft /6� CONTRACTORS LICENSE LAW State of California Business & Professions Code under the name style of: r JI NEW CONSTR MRL C CIRCUITS) NON.RESID � BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS 6�1 Ex. OCCUD(OUTLETS OR FIXTI.RES g Lt� C4 Ex. Occup. (OFUT LETS P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No, % Classification rp / L�_ Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $71,f$ �( 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 r n's Compensation. rtL-rhave placed on file with the County of Butte a certificate of LJ Workmen's Compensation Insurance. 0 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 $ $ 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 Land Development Fee $ TOTAL PERMIT FEE $ Q� authorize representatives of the County of Butte to enter upon the above -mentioned property for inspection purposes. X (�L.!/A cam/ �-��i c/f1ate E, If 4-1117 �f Signature of Permitee or Agent Receipt No. / q� 7 7,F 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. DIRE F PUBLIC WORKS BY Date Z- 2e, 7� Building permit expires Date z-z� 'PO ./ COUNTY OF BUTTE DEPARTMENT"OF PUBLIC WORKS Y ' 7 County Center Drive — Orovi lie, California 95965 T . Telephone: 534-4541 APPLICATION AND PERMIT auaIVI — 1VF1V0VI1tallvW9 UI llle %,VUllly VI DUtte tV erlter u1JU11 trle above-mentioned property for inspection purposes. X CSC J Signature of Permitee or Agent Receipt No. / gqp % q • �% 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 r which fees have been paid. D EC 0 OF PU IC WORKS a 7 Y Date Building permit expires Date 9 P / BUILDING Owner— vDM SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Contractor �r Mailing Address (o �.., Fireplace Total Valuation li Telephone No. Permit Fee Building Address —� 'a� — Plan Checking Fee &/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Q Each Trap 1.50 -,Repair drainage or vent piping 1,50 A. P. No. (7 — Qr �.. oning 8 anning Water piping 1.50 ou, Each gas water heater or vent 1.50 F Sarot on Fire Dept. Fire Zone Use ermit Gas piping system 1 - 5 outlets 1.50 EQA Parking rcel Plans Declaration Parcel ap 60' R/W Improve is Each additional outlet .30 Building sewer 5.00 Bldg. ans Recd Parce A royal P ns Approval ,Do Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES'59 OTHER ❑ Permit Fee $ 93 Q0 $ RITZ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 , 0o Single Family Du Duplex Mobil Home Others ❑ P ❑ ❑ 100V DR L ESS LESS 5.00 Main service -v0 100 AMP L Main service EA. ADD - 100 AMP 2.50 V Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ACCLBLDGS,CCUPLING . !i) 20, sq ft 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: NEW CONSTR BRANCH CIRCUITS) NON-RESID, � BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS.B., NON.RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES B L0; Ex. OccU FIXED APPLES. OR p• (OUTLETS (RESID,) EAI 2•00 Temporary service 10.00 Mobile Home Facilities 15.00 �, , 10 ++l�• License No. Jt� � �% •/ � `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 forWor n's Compensation. 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 $ $ 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 Land Development Fee $ ec TOTAL PERMIT FEE $ 23 7L auaIVI — 1VF1V0VI1tallvW9 UI llle %,VUllly VI DUtte tV erlter u1JU11 trle above-mentioned property for inspection purposes. X CSC J Signature of Permitee or Agent Receipt No. / gqp % q • �% 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 r which fees have been paid. D EC 0 OF PU IC WORKS a 7 Y Date Building permit expires Date 9 P / -COUNTY 0E BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Dr;ve — .•Oroville, California 95965 .41 Telephone: 5w34-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection �purposes. X �A.L!/��J ate&IIZZ9 Signature of Per`mmiiteeee or Age t Receipt No. , ✓ 6 �j 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 abov Ir which fees have been paid. CIIRUW OF Ply8f IC WORKS zArm Borg", Building permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATI1hN Mai I i ng Address Telephone No. Contractor Mailing Address Fireplace Total Valuation Tele ho a No.� Permit Fee Building Address 0,5—C7 Plan Checking Fee &/or Penalty Permit Fee GD PLUMBING No. @ FEE PERMIT FILING FEE $3.00 /_47471 Sp Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. �p ®�—�� &.4., & Planning Water piping 1.50 Each gas water heater or vent 1.50 F s S ation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Platejd Parcel roval Plans proval Lawn sprinkler system m NEW ❑ ADDITION ❑ UTILITIES [_OTHER Permit Fee $ $ ' ELECTRICAL N0.1 @ FEE PERMIT FILING FEE J$3.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service 800V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADO•L 100 AMP 2.50 OVER Main service OVER 25.00 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR ADDNS. ( ACC. B LDGS.LING CCUP. 7i\ 20sq ft / 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 Y NEW CONSTR BRANCHMULTI-OCIRCUITS) NON-RESID (BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS &, NON-RESID. (SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES g L@; FIXED APPLNS, OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. ---2 FP 71-4 Classification Misc. Wiring 6.25 ._ v ❑ 1 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 Work en's Compensation. ave 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 fermi+ -Pee 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 Land Development Fee $ TOTAL PERMIT FEE $ 30 U authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection �purposes. X �A.L!/��J ate&IIZZ9 Signature of Per`mmiiteeee or Age t Receipt No. , ✓ 6 �j 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 abov Ir which fees have been paid. CIIRUW OF Ply8f IC WORKS zArm Borg", Building permit expires Date MOBILEHOME SUPPORT DATA i I°f= other than single wide, Mobilehome Mfr. _-�1_Z�. furnish Setup Model No. - Year 97 Width—(:QQ_(ft.) Box Length (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) Single D'k Wood either AA pressure treated or foundation grade. (ft.)(in.) (in'.) (in.) 2. Other (specify) Center support Center support locations' footing sizes Supports (check one) (in.) —I - ---Concrete block. / li - /3 2. Other (specify) (ft.)(in.) (in.) (in.) c L (ft.)(in.) (in.) (in.) x 3 (in.) (in.) (ft.Vin.) (in.) (in.) *If center piers are other than drawn above, draw in locations,. spacing, and dimensions. Tagalong or Expando, show support details. Typical Support in. in. Footing Size - -- Max. Pier Spacing (ft.)(in.) G -- Max. Overhang (ft.)(in.) 6UTTE COUNTY 4ijjL!D1NG DEPARTMENT BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 , MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. Installer's name: 3. Is the site currently under permit? cYes /z—/� No (If yes, furnish permit number '9---3 --3 %— % ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / L�.No ( If no, clarify service? --------------------------------------------------- ) No ( (If yes, identify the load and size: (Load) ) 9. What is the mobilehome 5. What is the mobilehome electrical rating? ----------------------- ' Amps 6. What is the mobilehome site service rating? --------------------- o O Amps 7. What is the mobilehome site circuit breaker rating? ------------- % Amps 8. Is there any other electric load to be served by the mobilehome (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the.gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) • .. ,,r.l,. , •;,�.;,,,_>,•;,N�ra�;FwU• 'pt%• •,;I,�•y.•en,�1 ��,; ��., ��;�„}yirr::w,, , j 89 • S1 c46 nW,,, t,qj,=5 (o•ti� ,Y: ui F I(1' ♦ N V Sl _ /.'.'•: t , 'S Al ,' �0 ,✓ .� i re#i jtlt 4 xb t,��q rxrtb y �b rvtS'r�?I 1 .n 'n . . t. .Sr.� �� �«i,�yy�p-�'pi ,� ;e�i�"���9tis'ti+•x�p�a.� f'a . • � �,t... . 1, �- �7 a !3 •1 t 'r' '�'���:��Q1•�N�''+••f��1{t��•,j•f t�Cc�':«;fr ri�ir,1•:: ��. •_:vs. O .641i• N A`O xO x'i Nix ..t •�' '. �- 4t OL - rrf mei � �;•:. :i7vC'�` •a; is - _-- , M? mei � O� t r. f S 10 � .. � Z:- y I �t�DI�F:._'` y:'j:•111�^r : J:,",•� (i�1 M? 14,0' D - • j'':.`•.:,�,04"04'26;;s;.L� 8.2.34' . .• I.1 :al it 4 . { �: �L r ;a / u \ / N woo ♦O N N O O mei � O� t r. f S 10 14,0' D - • j'':.`•.:,�,04"04'26;;s;.L� 8.2.34' . .• I.1 :al it 4 . { �: �L r ;a / u \ / N woo ♦O N N O O .• I.1 :al it 4 . { �: �L r ;a / u \ / N woo ♦O N N O O