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066-130-018
�/�^ A2 66 -I3 -I8 LBUR NELSON S. S. Park Dr., lot 103, PP00��2 | <onmr Const.,MagaIiaJ - k - � w � � � / ' � � GAS COMPACTIOCN)NST REQ. Contr: Paradise Modular oncep... Issued-q-23-�-::-' - 0 /9/1 66-13-18 let contr: Northstate Aluminum, Chico 4141 / Gerald D. Weete, Sr - - f / 1425 So . Park Dr lo t?'l�nO-33- �WPM12 W, Magalia Carters MH Co:nt�r:' ill Carters MH Ser, Magalia 066-130-018 02-3417- ' ..----.- ` , � , rAYI L40--� IV \�2GTPARK uR. EXMB9ERW|FNDEs5iTE u ' � � - � ' ^^ . . ^ � � "- ^ . ` ' " ' | ' ' � | . ` � . � , | ' l - � � � v . ^ � " ^ � "- ^ . ' �CfllC,fll --f 1 -1 T T NOTES RESIDENTIAL 1 I 066-130-018 02-3417 WEECE, GERALD PERMIT NO. 13781 WEST PARK DR.,'MAGALIA x� CONT: CHICO MHS EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Hcv � INy 21 x.3/9 Z1�31q S�R�aiA� 0 Ala 8007 JOB FINALED (Date) Z,3 3 Signature �'u 1 J Y J=OK 0 = Not 0$ . = Not Ready NotApplicable MOBILE HOMES . Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. 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 Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ P' L "ft./ P LPG 5. 7. Well Clearance & Disconnect 8. Utility Clearance Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 10. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings 3. Gas; MH Test -Demand -Valve -Connector 12. 4. Electricity; MH Test-Crossovers-Breakets-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. POOLS (Plans) OK except #'s 10. Exits; Insp.-Sketch 1. 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. oning Requirements -Setbacks -Easements . Footings; Size -Spacing -Marriage Line Elec.; Enclosures; Conduit Entries -Terminals -Listed locking 7. as; MH Test -Demand -Valve 4-Etectricity; MH Test Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards -Ins. to Main Conduit %6-Akfeter; MH Test 9. Z/Water and Sewer Connected Gas and Electricity Tagged Exf S` Plumb.; Cir. Test -Water Supply Test Exits 11. License Decals 1 k.eVerify #'s with Office RA,010 A Enclosure; Fencing -Alarms Date �- ' -Q(j Card B-1 Date Card B-1 Date Card'B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 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 87. Water Well, Disconnect, Electrical, Plumbing 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 Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing v 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: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 24 -Jan -2003 2003-0004881 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GERALD D. WEECE SR REAL PROPERTY OWNERILESSOR 13781 WEST PARK DR. MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE 21P SAME UNIT OWNER (if also property owner. write "SAME") SAME MAILING ADDRESS BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVMLE, BUTTE, CA 95965 CITY COUNTY STATE yip 02-3 17 (530)538-7541 B G P TELEPHONE NUMBER 1-23-03 G OF LOCAL (GCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE"). NONE VkALER LICENSE NO. t;tt Y COUNTY STATE ZIP UNIT DESCRIPTION HOMETTE 1976 UNKNOWN MANUFACTURERS NAME 0375AM8002U DATE OF MANUFACTURE MODEL NAIv MUMBER 52 X 24 217318/9 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUIMER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 066-130-018 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHfrE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. k. • . Order No: 00197676.002 EXHIBIT A THE LAND REFERRED TO HBREIN IS DESCRIBED AS FOLLOWS: ALL TBAX CERTAIN REAL PROPERTY SITUATE IN THE COUWN OF BUTTE, STATE OF CALIFORNIA, DBSCRMED AS FOLLOWS: PARCEL I: LOT 103, AS SHOWN ON TI4AT CERTAIN MAP ENTITLED, "PARADISB PINES COUNTRY CLUB ESTATES UNIT NO, 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1971, IN BOOK 38 OF MAPS, AT PAGES 61,62 AND 63, L3XCEM'?I4C TM'REMOM ALL MMRAL9. OIL. GAS, A33PIIALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL B8 DONS FROM QRIF'ICBS OUTSIDE THE BURFACB jUMA OF THB LAND DEDCRIDI D HEREIN, AND THAT NO DAMAGE SHALL, BE DONE TO THE SURFACE OF SAID LAND. AP NO, 066-130.016 PARCEL II; A NON-EXCLUSIVE EASEMENT OVER LOTS A. B, C, AND E (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO, 2, AS SHOWN ON THAT CBRTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATBS UNIT Into. 2", WHICH MAP WAS "CORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13,1971, IN BOOK 38 OF MAPS, AT PAGES 61,62 AND 63 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DEC'LA3tATI4Ai OP ,A, ,%,gXA'TIQN FOP. U1.11TS IV, VI, VIII, yu J', MI, VIII, j'.IY, ICV AND COUNTRY CLUB ESTATES UNITS 1 AND 2, Description: Butte, CA Document•Yeai%Doc/D 2001.38990 Page: 2 of Order: 304415 Comment I 'd 6f SO' 0N 6689 7,L8 0£9 1S3 i'l3c 1,131]S !7-) W�01: P. �inv. s oan 0 FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 02-3417 Address or location of unit: 13781 WEST PARK DR., MAGALIA, CA. 95954 Legal Description of Real Property: A.P.# 066-130-018, SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: GERALD D. WEECE SR. Owner's address: 13781 WEST PARK DR., MAGALIA, CA. 95954 INSIGNIA OR HUD NUMBER: 217318/9 SERIAL NUMBER OR V.I.N.: 0375A/B8002U MANUFACTURER'S NAME: HOMETTE YEAR: 1976 OFFICIAL APPROVING INSTALLATION: A� DATE: 1-23-02 PHONE: H.C.D. 513C (530) 538-7541 STATR OF CALIFORNIA L SSS COUNTY OF Butte J On August 22 2001 bekfoxe me, the undersigned, a Notary Public in and for said County and State, -personally appaared Gerald Davane Wesce. 8r. Personally known to me (or proved to me on tno basis of satisfactory evidence) to be the personal whose name(sl Ware sube0sibed to the within inetrument and aoknovlsdged to me that he/ase/they etteouteet the amid In his/her/their authorized capacity(ies), and that by his/her/their ai re(a) on the Instrument tris per3on(31 or e e icy upon behalf of which the person(s) act q 0 c ed t)# instrument. wI2NESa mynd E ia' aea1. Signatu>:e C. fLEACH COMM. / 1274280 MNTYu0 BUTTE Ceram, hpirei Aug. 18.2004 MAIL TAX STATEMENTS TO: Sarno Ise Above eTEG Mtieee Description: Butte,CA Document- Year. Doc1D2001.38990 Page: 1 of 2; Order: 304415 Comment: Z 'd D 90'ON 6689 ZL8 0.9 1S3 IV38 ID313S lZ,� N1d9U E ZJ07, '6 '�a� � I�iUIIIIIIINIIIII�llllillllll - mom I —ray Gbaja��4� 1ttiCO;RDYNC ri1LrQIU)&STRD BY BidwV11 Title & Escrow Company Recorded I REC Hi Official Records . I 10.00 AND WHEN XECORDIED 11dAm TO Count t Of + "'N' Gerald Dorene We=Sr. 4era;M &real 1.3781 West Park DriveI NARY DICKSON . Add"pati;t MagvllA, CA 95954 ' ont I Fay 091" M E9 -Aug -mi 1 Page 1 of S ary.al.m Zap oracr rt.. 00197676.002 SPACE AWVE THIS UNG FOR RECORDER 98 Paroat No. 066.130.018 GRANTMED THIS FORM FURNISHED SY b)DWSLL TM -S A ESCROW COMPANY Tho Undemienod Grantor(s) Deelare(e) Doeumontary Transfer Tex is $0.00 C3 Chy/Town of ® rarr�uted on toll valueoTieoerest o: ptvperty conveyed, ar 1 m Uninoorporatad Area D fLfl value Ice vehic of litna or encvmbnims remaining at C� the time Q(1010 E3 Monument Pea of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which is hcrctry aekno vledgad, Gerald Dravmnm Waace, Sr., who acquired titlo as Gerald D. Maoa, Gv. / hereby ORANT(s) to Oswald Devans wesce or., a widows= the following real property in the 0 City of 0 Unincorporated Area County of Butte, State of California, W 11911 This conveyance o banges the manner in Whish title iS head, grarttor and grantee remain SET EXHIBIT A ATTACHED HERETO AND MADE APART HEREOF Listthe ed; A tt 01 2 Gerald Devens Weeoe, Sr. STATR OF CALIFORNIA L SSS COUNTY OF Butte J On August 22 2001 bekfoxe me, the undersigned, a Notary Public in and for said County and State, -personally appaared Gerald Davane Wesce. 8r. Personally known to me (or proved to me on tno basis of satisfactory evidence) to be the personal whose name(sl Ware sube0sibed to the within inetrument and aoknovlsdged to me that he/ase/they etteouteet the amid In his/her/their authorized capacity(ies), and that by his/her/their ai re(a) on the Instrument tris per3on(31 or e e icy upon behalf of which the person(s) act q 0 c ed t)# instrument. wI2NESa mynd E ia' aea1. Signatu>:e C. fLEACH COMM. / 1274280 MNTYu0 BUTTE Ceram, hpirei Aug. 18.2004 MAIL TAX STATEMENTS TO: Sarno Ise Above eTEG Mtieee Description: Butte,CA Document- Year. Doc1D2001.38990 Page: 1 of 2; Order: 304415 Comment: Z 'd D 90'ON 6689 ZL8 0.9 1S3 IV38 ID313S lZ,� N1d9U E ZJ07, '6 '�a� 3 4 ' . DEC -02-2802 01:21 PM DJ FOSTERiC 21 SELECTSEL 9166248055 P. 02 S'L'ATE OF CALIFORNIA. - JEPARTMENT OF HOUSING ANL .:OMMUPUTY DEVELOPMENT REGISTRATION CAIS v Manufactured dome ie� 74. Decal No: ARF4307 Manuftchwer 10Mame Trade Name I madel DOAs OF$ I RV Elp. Date 14QMETTE =001S79 0010011976 1875 A1x 30.2003 8arlal Number LabelOnal"e Numker Wa18M i 16ovkD WlCttl $PC $CCI Exempt Use Type Od76A8009 a 1 31 I I 52' 12' AED . Oa 8FD LLT 027388002 / i 02' 12' Issued Total Pees Pold Ma: 22.2002 i $39.00 Addresses SING GERALD D WEECE Z 8tEN*v 13781 W PARK DR MAGALIA, CA 95954D Registered Owner(s) GERALD D WEECE 13781 W PARK DR MAGALIA, CA 95954 Situs Address 13781 W PARK OR MAGALIA, CA 95954 Legal Owner(s) WASHINGTON MUTUAL BANK FA 400 E MAIN ST STOCKTON, CA 95290 Lion Ptt'ficUd On; 12111/01 16:17,21 Awr+rrwwwwwwwww•wwwwwwwwwAwwwwAw A+++++++.++++4++++����++ ATTENTION OWNER: THIS 13 THE REGISTRATION CARD FOR THE UNIT DESCRIBED ABOVE. PLEASE KEEP THIS CARD IN A SAFE PLACE WITHIN THE UNIT. INSTRUCTIONS FOR RENEWAL: REGISTRATION FOR THIS UNIT EXPIRES ON THE DATE INDICATED ABOVE IN THIS BOX LABELED "Exp. Date". THERE ARE SUBSTANTIAL PENALTIES FOR DELL rQUENCY, IF VOU DO NOT RECEIVE A RENEWAL NOTICE WITHIN 10 DAYS PRIOR TO THE EXPIRATION DATE, CONTACT H.C.D. FOR RENEWAL INSTRUCTIONS. ###AAkAA#AArtRw AAAAww,!++wwwwr Aw ww wwr�wrww wwwwww wwwwwwwwww IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAX NOT REFLECT ALL LIENS RECORDED WITH THE FROM CHICO MOBILE HOME SPECIALIST FAX N0. : 530-895-1774 Jan. 23 2003 04:44PM P1 • U V tjiVjj lb:Jy IUELI't%' TITLE PARADISE 4 53P X95 177:1 X0.178 001 AOL Fidelity National Title Company OF CALEF®RNIA COUNTY OF BUTTE Dept. of Development Services Building Division 7 County Drive Oroville. CA 96866 TO WHOM IT MAY CONCERN: DATE-/ -2 3 -03 ISCROW NO: n, PROMITY ADDRESS: /,3 If/ AW # OU '!(00 -OZ f The above mentioned property is being sold or refinanced. A permanent foundation WNW permit has been a0plied for in order to obtain a 433A on this property. The 433A is required by the now lender for this transaction to occur. The cucrent lienholder, their succeseorII or assigns, referencod an the HCO title search (copy attached hereto) will be paid in full It The close of escrow. Pendine the receipt of the 433A, 09 estimated close of escrow is scheduled for t Z g o We spprecim t" cooperation of your office in facilitating this transaction. Sincerely, FIDELITY NATIONAL TL MPA Y Escrow Officer enclosureW 6141 Canty Si. 9 pwsaise. CA 05909 • t539) 897-9388 - FAX :590) 877.3489 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P,E�tvllr (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Or 30-013 ZONING BUILDING PERMIT OWNER > TELEPHONE SO. FT. OCC. BUILDING VALUATION J_2 R 67 392.00 OWNERS MAILING ADDRESS 1 'A CONTRACTOR'S NAME — E E CRTM- MRq n S — CONTRACTORS MAILING ADDRESS P 0 BOX 4121- CHICO, r. - CONSTRUCTION LENDER - Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 67 392.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee 495.50/2 $ 247.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS F Y / Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: X MH PERM r ND EX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A OR IESS 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 1 fullf rCe and effect. 4 `' r \j License Class Lic. No. / Y �h J ER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number o(T above sections need not be completed if the permit is for work of a valuation ne hundred dollars ($100) or less.) 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 workers' mpensation laws of California, and agree that if I should become subject to the 11 work rs' compensation provisions of section 700 of the Labor Code, I shall forthw comply with those provisions. Z/ Si re of App icant - 0 Owner OaSontractor ❑ Agent A OSH permit is required for excavations over 60" deep and demolition or construction o strut res over 3 stories in height. Main Service Zoog To ,000A 46.00 NEW CONST. DwELUNG occuP. so OR ADDNS. ( a ACC. eLDS. 3.50 SO. NO=R.IDT' MULTI.OUTLET @7,50 POWER APPARATUS SINGLE ouTLET cIR. 1 .00 E(, Occup. FIXTURES OUTLET OR FURES �L @ 00 Ex. Occup. oirT,Frs AE�sID.oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 — Leeti PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE FEE $ 340.75 60TAL FL CDF I PARCEL 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 , 0 PERMIT EXPIRES N � .0 Defe ecei tNo. fi WHITE•D.D.S.•B. RV•A SS PINK -IN PECTOR GOLDENROD -APPLICANT 4-..u•�roc y� . �►nr��nv`t1�.�srY`•�':�tcs3r"��'�ifK°°l 0 'j�„�"°8i'# COUNTY OF BUTTE -DEPARTMENT OF QEVELOPMENT.SERVICES-BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone. 530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: l�Q (ASSESSOR PARCEL NUMBER 11) t� .i Proposed Building Use: 17—V Counter Technician: - Date: Z 14L� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signedty the preparer of the plans. M� ��• 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! �r rl Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor. Plan,.(D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By .F❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. "Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous°Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the fo'llbwin items.) 01 Fees as shown on the attached Schedule of Fees Due Sheet....................0^ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 1.6. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit ..................................................... :.................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... r' 21. Encroachment Permit for driveway from the Public Wo ks Dept. (construction approval prior to occupancy). e -Inspection for P-0 vv� required .....::.......... 23. Contractor's license information. (NumlYer, Name Styl , Classi ication)...................... ❑ 24. -Worker's Compensation Carrier and Policy Number" ............:.............................. � ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..............................................................f..... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............ ........ ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: , When issued Telephone z �� — f 72 7 and hold for pickup. of the above items and requirements for obtaining a building permit. Applicant��� Date: 12 1. Index pefinit 7pplication for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, E)mail, ❑ counter, by Date: _ Contractor, designer, own was advised of the abo e d to by ❑ phone, ❑ mail, ❑ counr by % n Date: Plans reviewed by: Date: Plans approved by: /,, ' Date: d t_ Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 5384541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE E M 1. BUILDING PERMIT FEES Balance Due ........................ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt: 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATEZ42 RECEIPT # DATE REC. "34 is' (-D�- 03 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be clpagWduring the plan checking process. DATE Pursuant to Gov rnment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on yout project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ,Dec. 12 02 08:06a PRE -INSPECTION REPORT Dev Svcs & Env Health 530 538-7785 p.1 OWNER- LOCATION: WNERLOCATION: A PRE-INSPETION FOR �� `�� 1 DATE TO INSPECTOR: �O� `vZ PERl4/N HM0RY:( ) NONE BUn DING INSPECTOR'S RBPORT Building Description: Commercial/Usage: ResidcndaV# of Units: Currently Occupied Abandoncd/Vacant Electric: Yes No Electric currently On Off DAIS: A.P. #- ZONING: Condition of Electric F Gay: Natural Propane None Currently On 1/ Oe Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems - Comments- - - ACTION RECOMMENDE LSSiTE: HOLD FOR Inspector. Date• - Sketch buildings on reverse and indicate location on propert Dec. 12 02 08:06a Dev Svcs & Env Health 530 538-7785 p.2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 (Rev '-'/9oI APPLICATION AND PERMIT 3 E tis DRP NUMBei —_ ZOMNO BUILDINGPERMIT OWN q 7rn TELEPHONE SO. Fr, OCC. BUILDING VALUATION OWT/EAS MARJN AOORE59 _/ ✓ C coN�IRA,TQas`1LtME .�. / �- T€ E C RACTORZ NO ADDRESS PERMIT FEE S --r— ELECTRICAL PERMIT OILSTRUCTION LENDER LENDERS M.VUNO ADDRESS .ARCHITECT Flf@place Total Valuation Filing Fee -"" 5--y` Permit Fee (�J/ S ti ��— 2 [ —" 2 C OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAIUNO ADDRESS BUILDING ADDRESS G Plan Checkin Fee Energy Plan Checki Fee $ S 10. • PERMIT FEE 5 S , LOT NO. SUBON1S1pN5 NAME PARCEL MAP PLUMBING PERMIT Fling F 20 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEco-v Each Trap 7.00 Solar or heat Dump water heater 23.00 p.p� Water piping 15.00 %S TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities C3Installation [3Other C3 Describe Work: , Each nas water heater or vent 15.00 Gas Piping stem 1 • 5 outlets 15.00 Building sewer 15.00)/ s Mobile Home S I G W @20.00 *FERAIT FEE PAID SRA _ SHERIFF OTHER AMOVNT RECEWEb n PERMIT FEE S --r— ELECTRICAL PERMIT Fling Fee; 20. Main S@NI 600v OR LESSH 200A OR LESS 23.00 Service 200A TO IOODA I 46.001 OONST.W�yINO ,�in OCUP.DDNs. AteeLO.ClT•OIrTLETN•RES 10. • _ ) @7.50; n w' I.w 6AL . .!o Ex. Occu Ex. Occu Tem orar Mobile He Misc. Wirt 20.00 OUTIET OR FUTURES w' I.w 6AL . .!o FUtEO APPlAS4, OR OUTLET RESIO. EA I 5.00 Service i 23.00 e Facilities 20.00 PERMIT FEE $ MECHANICAL PERMIT FilinC Fee 1 20.1 " TO EE Pur INFO CO 1 6.50 PERMIT FEt I S Mobile Home Installation Fee $ Energy Inspection Fee $ OCCCONST, T'/PE TOTAL FEE $ MAL I D. FEES I IMP I FL0007 COF I PARCEL I POI RD '• IS This permit is hereby issued under the applicable provisior of the Butte County Code and/or Resolutions to do wo1 indicated above for which fees have been paid. By Date Heatin, Coolinc 3 �� Hood alentilal " TO EE Pur INFO CO 1 6.50 PERMIT FEt I S Mobile Home Installation Fee $ Energy Inspection Fee $ OCCCONST, T'/PE TOTAL FEE $ MAL I D. FEES I IMP I FL0007 COF I PARCEL I POI RD '• IS This permit is hereby issued under the applicable provisior of the Butte County Code and/or Resolutions to do wo1 indicated above for which fees have been paid. By Date AP 66-13-18 LBUR NELSON S. Park Dr., lot 103, PPCC##2 contr, Fuller Const., Magalia Permit## 94-75P,E(util., Mi) Vl(G _ SEC. GAS SUPPORT o\Mod-alar . COMPACTION 66-13-18 Permit ## 4823-75Contr: Paradise cepp..)!' 61 66-13-18 contr: Northsta tp- Aluminum,\awn' Permit #� 85-77B(new attac �� �fvc, 66-13 18 Gerald D. Wee�e"-Sr- F/ j*/ - 1425 —So .Park Dr., lot 103, "P99102, Magalia contr: Will Carters�Mobile Enterp.,Mag: Permit #4323-79B3(new pri.det.garage & covered dec�INH) T1 9j1V1- 66-13-18 "- -- Cont ill Carters MH Ser, Magalia Perrat #4881-79B(screen room) 0 N 0 N 0 0 --j — d r� G 0 LA M a� m cn W 0 Ln W m M 01 Dec 12 02, 08:07a r_ Dev Svcs a Env Health 530 538-7785 p.4 o �� 17 rn rn \41 BUTTE COUNTY BUILDING DEPARTMENI. Ck, APP0 QED R IN as tO o �� 17 rn rn \41 BUTTE COUNTY BUILDING DEPARTMENI. Ck, APP0 QED R IN VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A, 7B & 7C 889 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 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 0,- d1,- 3�(i BUTTE COUNTY BUMNO DEPAFjT f N`! ,APPROVED Release Date 8/13/2001 Engineer Approval ESS;��� 5 N r' L ! ' 2011 18551 ROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND R.EGULATIoi:S State of California Department of Housing and Community Developrnent ID C BES AND STANDARDS601 e1ign ure) SPA NO. �2 I For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones 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. t�O Page 2 California 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & II only) rlg ury G 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. Page 3 California -W2001 In 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 . California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad rS AND Brackets to the re -cut boards or __.-an with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been. removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 24 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U-8 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 Z/2001 Vector Dynamics Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down" as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive heAd. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten int the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dynamics rror Foundation Systems e� Component Parts Listarnc.. Vector Sy stem 2000 ® ® g� Kit # 59018 Single piece pads with straps ® and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System Kit # 59007 'AI 'A42 ® - Concrete Vector System 0 0l m Kit # 59008 (for single stack blocks) ®O c ®o 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 �=�"� llll• Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) tIV4� 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) "p e c V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) ® e ®o a �o c • Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043,..:1. Or these products available at your local hardware store te55Ute'tteaw xalP ea•a xQot I( Zea•2 QOQVGQ�Q2 SG�eaU\e • 11' 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. teel Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad ° o Part # 59275 .1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625"x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link Slotted Bolt o ° Part # 59282 ;jij;I' Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" Vector 2000 Tension Link ® Long U -Bolt w/Nuts &Washers 0 Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 7B ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californ Protecto-Strap Carriage Bolt w/Nut & Washer a. Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors a Protecto-Strap Part # 59232 Part # 59279 6.3"x3.9"x7/8" 0 PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping rage i L, L.anrornia Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' - ` Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o:. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 o, 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 0 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 m, Earth Anchor Stabilizer V Drive Head �` 12" wide Part #59269 "'` �� Black Paint: Part #59292 n Galvanized: Part #59294 o a ® o Drive Rods ® e Part #59113 rage i L, L.anrornia Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pad for concret 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 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete footer Itkki California 2001 v cQ CD 0 _ C. WIND ZONE I Vector Dynamics Systems Required for Single Section Homes (Materials Required) WIND ZONE I (not to scale) Co O ov �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires V one Mactor Kit, 2 slotted bolts ¥ 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member 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 WIND ZONE I I Vector Dynamics Systems Required 1 \ J Single Section Homes Difficult Soil Conditions Ome es. I -, sectto io syste n at 9u►detm u 2 gat sPa t me slsov%on ma - - - - - EXampsho{ a oWs 9eust be to ho - r " Ntusk(akW sPad►n9 m \\\ �ou�dation Pads and � � ' - - 2ft.mex.►yP (D 0 n� O N O O gns Rz gig V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ Home Length NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacig must be corlsistu t with home mardact revs' Installation Per Side " krstntctlons and/or state mWirements. 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": "V" Drive Anchor, Part Number 59269 4 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Anchors Required Each vector Foundationtem requires 2 w�/orri a Anchors, 4 slotted bolts Required Per Side " • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression 1 1 member (center compression member only) • or 1 TDE adjustable steel strut • "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for 'V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V' Drive Anchor connections. �Q CD N OD N O O Metal Pier Sets- ZONEII , Vector Dynamics Systems Required for Single Section Homes Up to 72 ft." , - - ; _ " - - " " (Materials Required) - - ", "- a id - - - Sec<le , h s s a�ua1 gu elmes' I l2 ft pinging 19' a11a11On m - : = f a a1 SP me I EXampse oh°Ws gesIt be to 110 - ' " nation acing m - - I ===---,\' Mus andsP ' ♦ ♦ ' \ \ undation Pads I . ' � 1 Fo \ , vam, TN" &, Soil Classifications: Soil Bearing Capacity Anchors Required: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 * Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. 0 0 Ns 2 sq. ft. pad 44 -,-- ?: NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Installation instructions andfor state requirements. Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 WIND ZONE I "_--"'-"- ome ♦, Vector Dynamics Systems Required se veCt hs,man�a19u`de1 ''"� ;� ,"_-'"-"_b\e for Double Section Homes , _ - - - a ecaa Pah (ge°nsta��a��o� , - - _ _ i ♦' `: ' ` - of ° (Materials Requiredl----" EXamPsh°ws9e�s'betO ,_,-"" , ;`�, `♦ \\\uskTa%on ac,%09m.----ads -" 1 Fou I — — ♦ ♦ vk `s c �:� ♦ 1 ♦ "" fir', .�",. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. 0 0 Ns 2 sq. ft. pad 44 -,-- ?: NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Installation instructions andfor state requirements. Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut (o (D A 00 N O 0 WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut WIND ZONE 1 Vector Dynamics Systems Required�Vo�rotysiemg19�}aett^es\`; \` for Multi Section Homes _ - ' " s`Pa� 9e°�S ete«°^'"s^u _ �♦ 1� `. \\ r. ; , (Materials Required) ,,tlo �a��i; �9 a^e`e "°"' ",' �ss"o`us must ue 1O 1 \' \ \ " ' F U Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required "`; \ 1 Home Length Vector Systems Required Per Side 11 -t ani; � ♦ . ♦ Homes up to 48' 2 Vector Foundation Systems 0 '' 1 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut WIND ZONE II (Hurricane) I Vector D namics Systems Required y for Single Section Homes , _ - n hom ems, deklnes• (Materials Required}, _ - Smgie ` \Je�tation Manua1go,- - ' _ of a 2 sp 'nome tnsta EXamPshoWs gnutoe to h oustf alt d sPactn9 .I I oundat�on,adsan n WIND ZONE II (not to scale) N 4 CD N O 2 sq. ft. pad J `NOTE: For single section homes 2 max t1P' _ Eaves 6" or less with eaves that exceed 6 Inches -xf ' 4 In Zone 2, two additional frame 5 49' to 60" tie anchors with stabilizer plates fx 6 (one anchor and one plate per 6 6 side) must be Installed in additon 73" to 84' 7 to the number of anchors listed 8 85' to 90' In the chart below. 8 9 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, 4A, & 413 the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per S Ida * Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe r • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required _ _ - - - home 5. ;. eto.� O� gem tde�in - - for Double Section Homes _ - _ - -�� ao\jb. 9 foG� ;; k manual 9" (Materials Required) _ f a �2 a� Spec a \nS1a a _ NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consish manufacturers' Instructions and/or state requirement: ®� �r o 121 WIND ZONE II (not to scale) \2 sq. ft. pad/ 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ` 0 to 48' CD Maximum allowable working drag load —& for the Vector System with the steel 0 compression strut Is 3,150 pounds per 6 the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consish manufacturers' Instructions and/or state requirement: ®� �r o 121 WIND ZONE II (not to scale) \2 sq. ft. pad/ 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ` 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 1 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut • E v cn CD v WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. sq. ft. pad Materials: O *Anchors Required: IV O ' O Soil Classifications: Soil Bearino Capacity: 2, 3, 4A, & 4B 1.000 PSF minimum Home Length Vector Systems Required *Anchors r 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' A 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California N001 L` - MHUtil. PERMIT NO. 1594-75P,E ks P E M � s ',MH UTIL. PERMIT NO. PERMIT EXPIRES OWNER Wilbur Nelson ',:.CONTR. Fuller Construction, Magalia LOCATION (A.P. 66-13-18 ) s 1425 S. Park Dr., lot 103, PPCC#2, Magalia b 't is J T 1 Temp. Power Pole Called PG&E 5 Temp. Elea, Serv. Called PG&E G Temp. Gas Serv. Called PG&E r JOB FINALED (D ) s( ature) COUNTY OF BUTTE — DEPARTMENT OF'PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback firewall Soil PipingA. Forms Parapets 1st Floor Main Bldg. Restroom Fini 2nd Floor. Footings Windows 3rd Floor StemwjA I Siding To out Slab Roof SheathingWater Pi in �—` Piers Roofing Sewer Garage Fdn. Vents 9 Fixtures Footings Garage Vents Water Htr. StemwaII Prov. for physically Heaters Slab handicapped Appliances Carport Conformance o ex. Gas Piping & Test Footings i structure Temp. Gas Slab Final Sanitatio Patio PIRE1111 ACE Final Footings Footing EL CT CAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPfkKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch - Heating Service 'r t Brown Cooling N Temp. Pole Finish Ducts Underground Interior Lath NVentilation I Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS 'C As"l7 9. Electrical A. Is service large enough to provide adequate amperage to mobile'home (must equal rating. oi' mobilehome with a minimum of, 10- amp) and oth r facilities on J.ot, i.e. t•Tat�^r pumps, garage,. caUana, etc.? Yes yNo � � �� . `. PC& L B. Is there proper clearances around panels? Yes" No C.' Is pottier supply cord or feeder assembly properly fused? Yes .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 onelead of a test instrument to the mobil ehome'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. MOBILEHO:IE DATA y Manufacturer and/or Namestyle 6 Length Width Vehicle Serial No.00 State Identification No. Additional Information or Comments:' MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1: Is the mobilehome located with equired separation from lot lines and buildings and generally conform to plot plan? Yes 4PNo 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes 3. Are footings and supports properly sized, spaced, and braced as pe .pproved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes No 4. Is the mobilehome level? (Sec. 5088) Yesy No 5. If -mor han a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is f1e le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes " No C. Backflow - If coa tate of California approved, does station have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at.each end? t1 � B. Does it have minimum ' per foot slope and is it properly supported. Yes No C. Are.any leaks detected in drainage system after running 3 -dons of water through each. fixture including washing machine standpipe? .Yes No D. If co is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping 'and Gas Vents A. Conctor - Is mobilehome connected to the gas supply with an approved 3/4" minimum. mobile me connector not more than 6 ft.'long? Note: All piping is to be at least as large as a mobilehome gas line inlet without reductions other than the mo ome connector. es No B. Test OK as per.fo owing procedure? Yes No 1. Open all applia a connector valves. 2. Shut off appliance bu`ictier and pilo i dives. 3. 'Air test with manometer to '-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 ozatell,in tenth pound increments.. Test for 10 min. without drop. 4. Connect g_- meter to mobilehome with c nector, turn on gas, test connections with soapy ter. C. Are all appliance.vents properly installed'? Yes- To. COUNTY OF BUTTE — DE�pARTVENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965�p23-7S • Telephone: 534-4541 APPLICATION AND PERMIT 1/1 BUILDING OwnerAZ SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address � �� � Permit Fee Plan Checking Fee &/or Penalty Telephone o,_I Permit Fee Building Address -D4Z PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 iCJ�L�Li¢ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 /, l3 A. P. No. CP �o ! d' Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe&4 ire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking Flans Parcel Declaration Parcel Ma p 60' R/W Improvements p Lawn sprinkler system 2.00 Bldg�--P1 s Rec'd Parcel Apg(�� Plans royal Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT.FILING FEE $3.00 1� '' L.._L. -9 Main service incl. 1 meter a.— Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bo 2 10 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof• aA,a- 4&�4 /LtC Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 6 S Temp. Power Pole 5.00 License No ~/ / e / La / Classification � Mist. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ 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 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. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. is Date No. natu of Permitee or gent �/ Recei t 5v White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant TOTAL PERMIT FEE $ et This permit is.hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF rBLIC WORKS By Dated Building permit expires Date 7A6, UVULN1 i Vr DUl1L' - LCFICLL L-LLI=LLL, v1. L -v -- 1•-i- 7 County Center Drive, Oroville, California PHONE ; 1534-4`54;1 Lenath = ---------------------------------------------- j Utility jr - 20' �• 0 w N 0' (D PARADISE MODULAR CONCEPTS, INC u' [_ (3 #e' /tJ e 6633 .SKYWAY PARADISE,. CA. .5"Z",% �Z )� /�/�2 . �2, PHONE (01c' /`�fi9 .��'`e s➢1 Y' ''- y .� Length -- MOBILEI10MEE INSTALLATION INFORMATION 0 Lot Facilities Mobilehome Data o. 1. Plot plan dimensioned, location of mobile 1. Length , Width :2 - and .u�t1.connections? Cn y 4 Yes No Vehicle Serial No. �d a ' ' 177-1 2.. Electrical.service equipment ampacity-.9--6-t Insignia Control No. y Circuit breaker 2.mpacity C-0 2."Feeder .assembly'appacity 6-V Permanent Wiring Connection--, S Conduit size Ampacity _ �D Power supply cord (amps)— Receptacle Ampac:ity 3. Gas inlet size 3. Gas: Natural LPG Mobilehome connector size Gas -riser size Capacity 4. Drain inlet size `! 4. Drain connector: describe on rave-rse side 5'.J ater ris--r size.' y '' 5. •later'connect'or: describe on reverse side 6. Are utility connections located outside 6. Designed.loads•. the rear 1/3 of. the mobi-lebome wti. in Roof live load.-psf. 4 f eet of the lef t tall? Yes V Ao Wind load psf . ' If not, show dimersions. above. (only for- r,.ob_Llehomes manufactured after 7. Is the mobilehome"elear of septic tank, October 7, 1973) leach fields and located ouu ide public 7. Manufacturer's installation instructions? utility easements? Yes / No Yes _ No 8: Do you propose to do other work on the. - property other than the mobilehome 8. Will the mobile home be installed -on a installation w i will require a permit? separate suppor tructure.. Yes No Yes No If_ so, specify" *For plans and specifications of support system, see other. side. LOAD BEAREN-G, SUPPORTS ADDITIONAL C0M_K"7"%TS Drain Connector, Describe *V'Ta6* Connecto., Describe t no LOO BEa,..I\,.G SUPPORT AND '_'OOTING: INFO11-11ATION Pier Spacing Used Maximum Pier -Load Column supports Maximum Column Load (mui �©s on5) q4 - 4 Soil Bearing Capacity ZK22299E� Footing Dimension Uso d TYPE OF PIER. USED Steel Concrete Coacrete Bl'o'ck, Other TYPE OF FOOTING - MATEERIAL USED Pressure Treated Wood cop -Crete 01 9 .-Redwood (Grade) Other Approved Type MJ_ BUTTE COUNTY -BUILDING -DEPARTMENT. APPROVED' COUNTY OF BUTTE — °DEPARTMENT OF PUBLIC W 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 / APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BdBLIC WORKS By Date_g— Z_ —2j �//Ilcring' permit expires Date ................. .J..'.....f�l.'.. BUILDING Owner Wilbur Nelson SQ. FT. OCC. BUILDING VALUATION Mailing Address 255 Burnham Rd. Space A-7 Oakview, California Telephone No. 05-649-940 Fireplace Contractor Fuller Construction Total Valuation Mailing Address P.O. #453 Permit Fee P I an Checking Fee &/or Penalty Magalia, California Tf�Ian66"68 Permit Fee $ $ Building Address C.C. 2 Lot # 103 PLUMBING No. @ FEE PERMIT FILING FEE $9.00C70 1425 South Park Dr. Ma alfa Calif. Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping Each gas water heater or vent 1.50 A. P. No. �G�D —°� �� 2T Zan Gas piping system 1 - 5 outlets Each additional outlet .30 Fe Wim11 Sa Fire Dept. FireZone Use Permit Building sewer 5.00Q , �(f EQA Parking Parcel Plans Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. Pla�c'd Parcel royal P Approval Permit Fee $ $ NEW JR ADDITION ❑ UTILITIES DA OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 3. G0 Main service incl. 1 meter GU Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family I® Duplex ❑ Mobil'Home ER Others ❑ Range, Cook -top or Oven 1.00 Seo S T FL 5�.� �.y�o ick Water Heater or Space Heater 1.00 Light fixturesbal aio Receps., switches & fix outlets CONTRACTORS. LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Fuller Construction Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 289775 License No. Classification A Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ p-( WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of ® Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BdBLIC WORKS By Date_g— Z_ —2j �//Ilcring' permit expires Date ................. .J..'.....f�l.'.. r • • ` r • f • O C) •0��`"•` V..�`` O V t 1J 15 _ J l� R 255. i R11) 1 1 A. IY I SPA C E Al 52P 5 0Z A• permit Wil 'I be requi ins .f llatidn ofhe mo nome, -7 H U To 61"W�$W/V 5el7l SC31100V 0 U '!3A0*L4ddV 7' --31VQ 0. S- S-JN1d ��!CV'J`Vd r. I Fhe . Setback shall be 5 ft. trori, the side property line and 50 ft. from th6. centerline- Of the road, - permitting a maximum of- a - 2 ft. eave . overhang rhis-set of plans and-sPJ1%fX%"ns-.MWT bc- -kept on the job at all times and it is unlawful -fe make . any.changes or alterations on sa*w withew written permisson from tht, Department of 'Pcibfte 4y6r,kS, C101.10ty of '"e. All utility connections shall be located within 4 ft. outside the rear BUTTE COUNTY third section of the mobile home BUILDING the left (road) side of the mobil�, BUILDING DEPARTMENI home. S. Septic system and i! to be as per. APPROVE[ -Butte County Health Ppt. R*6f qLprem ents. L� J7 4385-77Be,- *PERMIT NO. f;p/PERMIT EXPIRES�0 // a• 'OWNER W_ r_ Nelson CONTR. Northstate A6uminum Chico LOCATION (A.P. 66-13-18 ) 1425 So.Park Dr., Paradise s Temp. Power Pole Called PG&E Temp. Elea, Serv. Called PG&E Temp Gas Serv. Called PG&E VOB / FINALED (Date) (Signature) • v COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTI ONIRECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas PipingTest Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test 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 OBILEHOME 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.) C0Ut4-Y_0F BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oriyille, California 95965 Tel2phole: 534-4541 APPLICATION AND PERMIT ?OeVI-olize r ntatives of the County of Butte to enter upon the n' a prop y for inspection purposes. cQ-43 `7' gnature of Permitee or Agent No. '&y White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF nBLIC WORKS By -eate /- B (ding permit expires Date Y,7/- 7 BUILDING Owner,�A SQ. FT. OCC. BUILDING VALUATION Mailing Address ` Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty e I hon No 7 Permit Fee $ 51 (Pill Building Address ' PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1. Water piping 1.50 Each gas water heater or ve 1.50 A. P. No. (Q I Zoning & Planning Gas piping system 1_-,6 outlets 1.50 Each addition flet 30 FeWrW FireDept. Fire Zone Use Permit Buildin wer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. P s Recd P rc pprovol Plans pproval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.0 Main service 1000 AMP OR00V OR LESS5.00 Main service EA. ADD -L. 1 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 8lrV 100 OR LESS 25.00 Main service A. ADD•L 100 AMP 1.00 NEW CO (/ DWELLING OCCUP. & OR A S. l ACC. BLDGS. 22sgft NEW CONSTF;L MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS .&) NON -RES,D. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of ifornia Bus' ess & Professions Code under the name style �,I ,/G Y r� ' Ex. Occup(OUTLETS OR FIXTURES) 50 @2sa BAL@ EX. OCCU FIXED APPLNS. OR P• OUTLETS (RESID.) E 2.00 Temporary service 10.00 Mobile Home Fac' ' es 15.00 License N C0 Gd-lassification 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 forWo en's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ ?OeVI-olize r ntatives of the County of Butte to enter upon the n' a prop y for inspection purposes. cQ-43 `7' gnature of Permitee or Agent No. '&y White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF nBLIC WORKS By -eate /- B (ding permit expires Date Y,7/- 7 f • F 1 ' Y i • 9h r i ,�f t r LL6l ►- Z 0 nd S)IZOM oiiand :10 •1d34 al no :10 AINnoo { f PERMIT NO. 4881-79B i PERMIT EXPIRES 8/9/80 'OWNER GERALD D. WEECE SR- CONTR. Will CArter MH Ser, Magal;a '• LOCATION (A.P. 66-13-18 ) 1425 S Park Dr, lot 103,PPCC#2,Magalia 4 r6 S; r 4 r� i Temp. Power Pole ailed PG&E Te p. Elec. Serv. Called PG&E emp. Gas Serv. Called PG&E JOB / �/ 4 • FINALED (Date) (Signature) F" 1 z COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ' BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBIN Setbac -/ -& Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows - 3rd Floor Stemwall Siding To out Slab Roof Sheathing - — Water Piping Piers Roofing _l , ? 45�' Sewer Garage Fdn. Vents I Fixtures Footings Garage Vents Water Htr. Stemwall Insulation Heaters Slab Prov. for physically handica ed Appliances ' Carport I Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footin s Footing ELECTRICA Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Beam _ FIRE SPRI LERS Motors stucco Final Subpanels Mesh ME HANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTIL IES Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping E OME INSTALLATI N - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE �G 77 Z ��JC��Y RE/MARKS OR CORRECTIONS /� /£ !cQ £ e�`4 �� ItQ 6(S f i S 7,r�i • - 0 0 f (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive —r Orovilde, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT / WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property four inspection purposes. X Or_11��--' Date Signature of Permitee or Agent Receipt No. l-4R0:?q White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING SQ. FT.7 OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee Owner — Mailing Address PERMIT FILING FEE Telephone No. Contractor WiLLcjeoce Main service Mailing AddressC) Roy L - Main service FAA AG (1, C,4 5/•59 T lephone N� Building Address NEW CONST. ! OR ADDNS. % DWELLING OCCUP. S ACC. BLDGS. NEW CONSTR. Nn N_RFSID. (MULTI -OUTLET l BRANCH CIRCUITS rCKI 2 LOTjlO A. P. No. Q' 3— / ��Zoning & Planning F s I W. -6elTttattson Fire DeptJ FireZone Use Permit EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Parcel Aaroval Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Dt771a &0d= S'cASSAOh Single Family ❑ Duplex ❑ Mobil Home Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the Stateof California Business & Professions Code under the name stI"� f ����LL'��� �'y___4---, License No.� �% 7 "A— Classification ❑ I am exempt from the Contractors License Laws of the State of Cal ifomia. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property four inspection purposes. X Or_11��--' Date Signature of Permitee or Agent Receipt No. l-4R0:?q White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING SQ. FT.7 OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service 600v OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER eoov 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. ! OR ADDNS. % DWELLING OCCUP. S ACC. BLDGS. NEW CONSTR. Nn N_RFSID. (MULTI -OUTLET l BRANCH CIRCUITS $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 EX. OCCUp OUTLETS OR FIXTURES —B rLOm¢ BA1 EX. OCCU p.( FIXED APPLNS. OR p•\OUTLETS (RESID.) EA� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee MECHANICAL PERMIT FILING FEE Heating Coo I i $3.00 FEE FEE Ventilation Hood 1 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI ATO OF PUBLIC WORKS By Date ` Building permit expires Date — R-' A. COUNTY OF BUTTE Department of Public Works 7 County Center Drive Oroville-----534-4541 ELECTRICAL INFORMATION FOR DE -RATING MOBILEHOMES Mobilehome Installation Permit No. .FILL IN INFORMATION FOR ITEMS 1 THRU 10 Watts 1. Width x Box Length e9*.x 3 = 2. 2 Kitchen Appliance Circuits ................. = 3,000 3. 1 Laundry Circuit ............................ = 1,500 4. Ovens ....... = oZ 5. Cook Stove Top ....................... 6. Hot Water Heater ............................. 7.., Dishwasher &. Disposal ........................ _ /V41c� h 8. Clothes Dryer ....................:........... 9. Other (specify,. i.e., motors, exhaust fans, etc.) / 34/6 Sub -total - Watts ..... 02 51/ 5 Frst 10,000 watts @ 100'/0 ................................ = 10,000 Remaining 1,5 5 - watts @ 40% 10. Air Conditioner 9 4,-J a- watts @100%.. _ ' Largest Demand Central Heat System 123 20 watts @ 65%.. TOTAL DEMAND WATTS REQUIREDJ`�..`�.... vZ Fj T "Demand Watts Required" , 230 ............ _ 2 AMPS De -rate 1.4obzlehome to AMPS y� BUTTE COUN I l- I�'o CSP SJILDING, DEPARTMEN I APPROVED Vj (10qW mac, ` 4323-79B.,E' PERFfI+tip:O ' PERMIT EXPIRES OWNER Gerald D. Weed,(e, Sr. ,CONTR. Will Canters Mobile Enterprises, Maga. LOCATION (A.P. 66-13-18 ) 1425 So.Park Dr., lot 103, PPCC#2, Magalia 'r R, f .3 ,z jG =f °8 ! 1 Temp. Power Pole i Called PG&E t TemElea Serv. {Called PG&E 1 /FINALED(Da mp. Gas Serv. Called PG&E B te) (Signature) r i Y f COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS. BUILDING INSPECIR N RECORD I' ME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer Gas Piping MOSILEI-12ME IN TA LATI N - - - - - - - - - - - - - - Support Elec. Continuity Water Pipin / &W 1AJ 0-10 Gas Piping >d 6yf! 31z, ^P` load — W111.cf�1 Ar -AS. u/4�J DATE REMARKS OR ORRECTIONS Eo' A10--75, OW 4/i'�CC 1-�� 7 j�/ �.ci •v� /— No 6,( ,4 6.v J.-, Do 4 c5 -a - (NOTE: An entry must be made on this form each time you visit the job site.) BUILDING BUILDING (Cont'd) PLU_ ING Setback 7 -e Firewall Soil Piping Forms -(O Parapets list Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows - 3rd Floor Stemwall Siding 7 - "- To out Slab Roof Sheathing -aY-79> i§F Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures F o o t i n g s - O - /� A�D- Stemwall -;"p Cftd Garage Vents Insulation Water Htr. Heaters " Slab Carport Footings Prov. for ph e.1 handica ed Conformance of ex. structure Appliances Gas Pi in &Test Tem . Gas Slab Final Sanitation Patio EIREPLACE Final 7 Footin s Footina ELECTRICAL Masonry Walls Throat Rough K Relnf. Steel - O - % Final Fixtures 7 Bond Beam FIRE PRINKLERS Motors Framing -� - 7 oo Test Water Htr. Stucco Final Subpanels Mesh ME HANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer, A MOBILEHO Final Final I' ME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer Gas Piping MOSILEI-12ME IN TA LATI N - - - - - - - - - - - - - - Support Elec. Continuity Water Pipin / &W 1AJ 0-10 Gas Piping >d 6yf! 31z, ^P` load — W111.cf�1 Ar -AS. u/4�J DATE REMARKS OR ORRECTIONS Eo' A10--75, OW 4/i'�CC 1-�� 7 j�/ �.ci •v� /— No 6,( ,4 6.v J.-, Do 4 c5 -a - (NOTE: An entry must be made on this form each time you visit the job site.) 7777� 7F 'aCOUNTY OF BUTTE r DEPARTMENT 0 PUBLIC WOR 7 County Center Drive - Oroville, California 95965 • ° Telephone: 534-4541 APPLICATION AN6 PER'MIT �\JC authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X I.I-A�-%%' Date Signature of Permitee or Agent Receipt No. /, v ��/ White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of thePel County Code and/or resolutions to do work indicated a e for hich feFs have been paid. . ib1RIXOR OF.PUBLIC WORKS Date 7--r3/W " JIC/" — Building permit expiresto 7_761"_ BUILDING Owner SQ. FT. OCC. BUILDING VALUATION 33U0. Q''a Mailing Address 2 BO , (io Telephone No. Contractor Wt LL ��S WORIL6 pp -Is _ Mailing Address Q_ � X 449 Fireplace Total Valuation . I :A A -CA LA i CIP 9 i C_el it o/ 3 Permit Fee li321 00 Building Address 1425 Sp ��L �Z� Plan Checking Fee &/or Penalty - Permit Fee 2.csc) Z GC PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 h PP cz- -2i i j'� 10 3 A-C1A- t))C- Repair drainage or vent piping 1.50 /,_ ` r �� r A. P. NO. (pZoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fpo!( S Fire Dept. FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Parcel Plans Declaration Parcel Map 60' R/W Improvements .Each additional outlet .30 Building sewer 5.00 f31•dg. Plans 'd Parce roval Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ l7iQ/ 7L�T Gj/9'i� L�D�E ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 1.3 . V0 Main service 800V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER 25,00 V AMPP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST. DWELLING OP 4) 20sgft 7/0 OR ADDNS. ACC. BLOGS. (� 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: O� / / q % %aa NEW CONSTR. MULTI.OU L T NON-RESID A BRANCH CIRCUITS) 2.50ea NEWCONSTR.POWER APPARATUS B NON -RESID. SING LE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTIIRES g L@; Ex. Occup ( FIXED TS (RE APPLNS. OR OUTLETS (RESID.) EA) 2.00 p y• Temporary service 10.00 Mobile Home Facilities 15.00 / License No�� %� Z� Z _ Classification (6 Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 24 MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this aYY�Q 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. 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 relatinq to buildinq construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X I.I-A�-%%' Date Signature of Permitee or Agent Receipt No. /, v ��/ White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of thePel County Code and/or resolutions to do work indicated a e for hich feFs have been paid. . ib1RIXOR OF.PUBLIC WORKS Date 7--r3/W " JIC/" — Building permit expiresto 7_761"_