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HomeMy WebLinkAbout069-130-064Robert G. Christian 69- 13 ��a'4 66 Lodgeview Dr., Parcel A KRYA1, Oro. Permit ��4A37(util.�C)ELEC . GRASNiPPOR SREQ, COMACTION contr:Carneros -Mo ' e TransNapa Permit #53`50-7 Issued % Permit 4 5907-76B(new pn deck/,MH) r. 362—fes contr: Holmes Mobile Home Serv., Bangor Permit ik388-77B(ne'' awnings/MH) contr: Acro-Lume, Oroville Permit #4767-79B(new awning/ 069-130-064 02-149 CHR�IANW DNA 398 LODG W, OROVILLE CONT: SIERRA O D' ) LP'j b EX MH PERM FND EX S i. I NOTES I RESIDENTIAL 069-130-064 02-1498 i PERMIT NO. CHRISTIAN, EDNA _ 398 LODGEVIEW, OROVILLE CONT: SIERRA 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. II SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date).7//2_/j Signature CHECKED BY ,/ = OK 0 = Not OK : - = Not Applicable = Not Ready MOBILE HOMES Date MQBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 11. 7. Well Clearance 8 Disconnect 12. 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements t 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain;. MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 1 10. Exits; Insp.-Sketch 11. Cent. of Occupancy ermanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /I 7-�_7, 1416 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-Rhrs.-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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability t 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 1 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready Card B-1 Date Card B-1 RESIDENTIAL. (� Date 40. Underfloor (Plans) OK except #'s 41. 1. Zoning -Setbacks -Easements -Flood -Slope Bearing Walls over Girders & Floor Nailing 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 44. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Headers & Beams -Size & Bearing 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 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-Undgrflr. 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 Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above-Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes Q No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive :1 Yes :1 No/Walks :1 Yes j No/Planters ❑ Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94: Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) , Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Undgrflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above-Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive :1 Yes :1 No/Walks :1 Yes j No/Planters ❑ Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94: Address Posted 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 15 -Jul -2002 2002-0036201 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. EDNA J. CHRISTIAN AND ROBERT G. CHRISTIAN REAL PROPERTY OWNEMESSOR 398 LODEGEVIEW MAILING AUURESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP EDNA J. CHRISTIAN UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-1498 (530)538-7541 BUILDING P IT N TELEPHONE NUMBER 7-12-02 SI NATURE OF LOCAjtCjENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. MOUNTAIN VALLEY 1976 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 2392AJB 60 X 24 UNKNOWN SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 069-130-064 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. i r 'S•,+ :r'$�..yY 5 F?+fi,...r, y •} S :_•u.." 11-11 '1' `1p""'t�v t +i{CG�.f.UI1nDA' TIO9Y MAE V �9. 1�x ;T k'rR, �.Z �„l i14' ?S�'"'i"��4'sY.��S...i�",: �±��� CJI �a�?��": ��. F�.,.��¢7.l�LLY'Y E,.�ii-'�'J•{ MF: f�l' M., ^i, y, 4rt}, �+Z�.�W� ...,` :✓ ��" d� ay i• c > ;,x.9lk� ,i .Yr u r.' 1 m3a;.L^��"� r#• .t 5��.s f�i- y`L��sl'q •���. k�•�. � y. ��ai:.`+lt} ..r:.:.;a �:�;SC w•�...c.•.i.......:F7.-•J.t11:. ues�.s?aw:,w. w-�eTN:i2:%a/..3'::rr �-a`�:x� �:'ertr'f.''.„a�A� BUILDING PERMIT NUMBER: 02-1498 Address or location of unit: 398 LODGEVIEW, OROVILLE, CA. 95966 Legal Description of Real Property: A.P.# 069-130-064 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: EDNA CHRISTIAN Owner's address: 3.98 LODGEVIEW, OROVILLE, CA. 95966 INSIGNIA OR HUD NUMBER: UNKNOWN SERIAL NUMBER OR V.I.N.: 2393A/B MANUFACTURER'S NAME: MOUNTAIN VALLEY YEAR: 1976 OFFICIAL APPROVING INSTALLATION: U'dI DATE: 7-12-02 PHONE: (530) 538-7541 H.C.D. 513C LEGAL DESCRIPTION A.P. # 069-130-064 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL "A", AS SHOWN ON THAT CERTAIN PARCEL MAP OF A PORTION OF PARCEL A OF KELLY RIDGE ESTATES UNIT NO. 1, WHICH PARCEL MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF, CALIFORNIA, JULY 5, 1973 IN BOOK 46 OF PARCEL MAPS, AT PAGE 52. THIS CONVEYANCE IS MADE SUBJECT TO ALL OF THE COVENANTS, CONDITIONS, RESTRICTIONS, TERMS AND PROVISIONS CONTAINED IN THAT CERTAIN AMENDED DECLARATION OF RESTRICTIONS (KELLY RIDGE ESTATES) FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON MAY 3, 1972 IN BOOK 1755 OF OFFICIAL RECORDS, AT PAGE 65, r AND SUBJECT TO ALL OTHER EASEMENTS, RIGHTS OF WAY AND ;, RESTRICTIONS OF RECORD. I I ,alio ;,.()I IN I y 1111— rs . Imbert 1; Ch r Is f I an 39 rm IS14 2:1(I73 Scripps St. Ilaywnrd. Calif. iEE 'I i:Iv I )Wcr N,, 4154 SPACE AIIOVE I "it LINE s nn strcounEws ust A I I n I H ti. t IN I Inc :11Anr to ... . Address kjoverf :,.:.ACJ C Corporation 3foillt zC114111n) J:), iAl( PAIL Wit \'At I'l Im 1 1\111. sorriiiwN LALIFOR.NIA FINANCIAL CORPOUTION' Gk \ N't %, to RonERT G. cuilisTiAN and FNA J. CHRISTIAN, husband and wife .11 If 'INT :I N \N I sa!! :1:.,: tv..: :,n ;,v!:-. n lh_ Unincorporated Area "ounI, .I But t simv -o Parcel "A", as shown on that certain Parcel Map of a portion of Parcel A of UU.Y RIL)GE E.STATES UNIT No. 1, which Parcel Mal, was filed In the office of the Recorder of the County of Butte, State of California, July 5, 1973 in Book .16 of Parcel Maps. at page .52. This conveyance is made subject to all of the covenants, conditions, restrictions, terms and provisions contained in that certain amended DaItIntration of Restrictions (KII-LY RILK;E ESTATES) filed In the ottice of the Recorder of the County of nutte, State of Calito,nin on May 1. 1972 in Book 1755 of Oflicial Records, at Page 65, and subject to all other casements, rights of way and restrictions of record. atilhoriicd.tho lit h 1.,, of August I 1 7.1 SOI'I1IrRN CALIFOILNIA FINANCIAC CORPOt(ATI HY: Wrrli COCNTY TITLE COMPANY Y.V r) - 0;* !:IN,;:: Val tana r Vice -r---:: II;; August 1'17.1 A. 'Ii. C'u'n d y A -, t - - --:: - 1 : - k I I v - 1: -! - - - 11 - - - - I - :!:id A. to I-.:, ITS ATTORNEY IN FeCT to P. 111V cc - S( r.ilhin w::,j it un of rr-h coriormion to i -e !:nt curp:jr.1tion :,.. :,ito,-:I%.y it, r:,,A or '*ntitherio C-iLil'tirnia I'in:i::(J:il Corl,aralion :-I:!! I.:e 111:11. II1,.y :-.111'scriled the li;oa! (if California i`in-ilirial COrpor- atitiliC-11,11ty Lh-!!­ttl :I:: princilvil ;;it([ Built! Title 4ri:i;iiiy'.- n3rIC as atLurvey i -n fact. Notary FOR NOTARY '.;EAL OR STAMP 1.1.111111111,1111,111111111111111{111111 IIIIItll 1, 11111/ -AU!"[1) L GPAZIL MAIL TAX !*.TATEMFNTS AS DIRECTED ABOVE . . '.. :10(WENT a -2 1��i.i4k1'/4_4'� 1; �: 1.11 F 1 LIE I I •'i ('II -1 I I �.��''IHL I l I l -t I IkL:J aI LLE i NIJ. 1b1 1iV117'1 STA rE OF CALIFORNIA • BUSINESS, TFANSPO TION AND HOUSING AGENCY GRAY DAVIS, Governor DEPARTMENT OF HOUSING AN6'C6MMUNITY DEVELOPMENT �" vs�C�41po Division or Codes and Standards " • O • Z • W 4� L� Title Search• rrrYr rrr p ° Datc F.dnted : 051`28/2002 Deca) #: AaG85) .1 Manufacturer: MOUNTAIN VALLEY Tradename: AMTVL.Y Model: ILT Nlanufactured Date: 00/00;1976 Registration. Exp: 03;28`2003 First Sold On: 00/00/1977 Serial Number 2393A 2393B Record Conditions: Reeistered Owtmer: HUD Label i Insignia U nimown Unknown PPF Exert pt EDNA J Cli.RISTIAN 398 LOWEV1EW DR. OROVILL'E, CA 95966 L.ast'.t'itle Date: 05/2411996 Last Reg Caird: 0/07/2002 Sale/Transfer litfo: Unlcnovvn Situs Address: Use Code: -SFD Original Price Code: AES Rating Year: 1977 Tax Tape: ILT Last ILT Amount: $19.00 Date ILT Fee Paid: 0210512002 ILT Exemption: NONE Length Width 60' 12' 60' 12' 398 LODGEVIEW DR OROVILLE, CA 05966 Situs County: BUTTE Inactive DeealiDlVIV: DMV NW6748, DMV N -1W6749.. DMV SS6815 Title Searches: FIDELITY NATIONAL TITLE 475 ORO DANNI BLVD SUITE A OROVILLE, CA 95965 "f•itle File No: 10:2893 *** END OF TITLE SEARCH �** I �F� e-' ((e% � ri {y f� .f f� r} �i i. (� !1 4 s. i' y t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541AW (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-130-064 ZONING BUILDING PERMIT OWNER CI-.ISTIP24 EDN : TELEPHONE SO. FT. OCC. BUILDING VALUATION 1440 R 77,760.00 OWNJS MAILING ADDRESS 98 LODGEVIal OR OVILLE CA 95966 CONTRACTOR'S NAME SIERP,6. MHS TELEPHONE 34-0599 CD R R466CIRCLE DS . OROVILLE CA 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 77 760. 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 540.50/2 $ 270.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 398 LODGEVI94 OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 313.25 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X3 Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 1A Describe Work: FX M1 ,, PEEM Flet EX (�TTF. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service xo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.Pow License Class /r7 Lic. No. % 0 38 6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 13-1�5-a—ve 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' compensa, 'on 'nsuraccarrier and policy number are: Carrier Policy Number Z 5-2 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cwith those provisions. X Date ld 16 Z,4 ;Mz- Signature of App icant - ❑ Owner ❑ Contractor ❑ Agentf t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ZOGA TO lOooA 46.00 NEW CONST. OW ."NG OCCBIAS.UP. s0 OR ADONS. ( a ACC. 3.5¢FT. I,,oµR61D. MULT"OUTLEr 97.50 a GLEL APPARATUS SINE OUTLET CIR. OunET OR FIXTURES Ex. Occup. s20 ®':00 FIXED APPLNS. OR Ex. Occup. 5.00 ouTIFTs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE HAZ. D. FEES �. OTAL FEE $ IMP FLOOD CDF PARC HD 5S This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have N B ; PERMIT EXPIRES O applicable provisions Resolutions to do work been paid. Data CCS �Y ate Receipt No. 353900 $348.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 12,96; APPLICATION AND PERMIT J .:seSs°""""EL"""e`" �\) _ �- r �/j i°'•rr° �'�"� BUILDINGPERMIT SO FT O C. ! BUILDING VALU :ti"••ER 7 wL AO SS C•r �.:• vAuE ;..tE �O E CC•n 3 UNO O�ESS � / � � � - LI`��O/ i \ I Cor,S rAI Cr1ON LENOEP I 1 i -f'•OER S wluNa AOOREss Fireplace I _ Total Valuatlon I L A. C,ff ECr oA ENGINEER UCENSE NO 'O I Filing Fee A-C..ITECr Oa ENGWv EEF S w.Ur+G AOCAESS I &.aC+IG ACORESS -I c e- LOT lq A s ueo" izz / {� — S 2 ..AG EOFSTRUCTURE SF ❑ Duplex ❑ Mobilehorno Other ' svEc$F� TYPE OF WORK `:e- ❑ Add(tion ❑ Remodel tJGG6es ❑ Instafletion ❑ Oth Cescribe Work. M tnr) I PLM -D = A 8 B2GC, SrzA "PERMIT FEE PA20 5 R . SHERIFF OTHIR, AAk6VNT MEMO s 3�FFs a5 •�,' NUMjet � t> • TO h1T SNTO CGAArVTH! Recelpl No. wNITC-O 04 •0.0. CANAIIT•A339330A PINK•INSPECT011 OOL0Qr11100•APPLICANr Permit Fee 1ZW1 S Q, Plan Checking Fee b -- Energy Plan Checking Fee ( S NEW COhSTwuEnovRer I NON•aES,O I QD 7.50 - -- S PERMIT ', 100 ' I U'! 1 - FUtEO AiV\/6. OR Ex. Occup. ovntTs REs10 u i PLUMBING PERMIT Temporary Service Fling Feel 20 c - Each Trap 20.00 I 7.00; Solar or heat pump water heater I I 23.001 Water piping I 1��-O- Each gas water heater or vent I i15.0 Gas piping system 1 • 5 outlets ; 15.00! Building sewer ! I 15.00. Mobile Home ! S! G' W I I I @20.00' PERMIT FEE I S ELECTRICAL PERMIT I I Filing Fee 2] C: Main Service00Or ORR u:sslES4 I 200A O i 23 00� —' - Main Service 20*A TO IOWA I ! 46.00' NEW CONS'. pWEi11+6 OCCuv 1 OR ADONS ( ACC RDS I SC, I 3.5C�iT : NEW COhSTwuEnovRer I NON•aES,O I QD 7.50 - -- rowEn AMAAATus 4MOtS 0 CIR our OR nxtua E9 I EX. OCCU nt ', 100 ' I U'! 1 - FUtEO AiV\/6. OR Ex. Occup. ovntTs REs10 u i ! 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wn 23.00 _ PERMIT FEE I = MECHANICAL PERMIT Fling Fee I 20 HeatingI i CoolingI ! _ Hood I ! 6 50 ; Ventilation I ' RMIT FEE i S Mobile Home Installation Fee $ Energy Inspection Fee i OCA coraT rrrE � T03AL FEE $ i I D no i • rwoo ar or 8. .0 ss. =4 This permit is hereby issued under the appricable provlsicr� of the Butte County Code and/or Resolutions to do mcl• Indicated above for which fees have been paid. By Date �_- PERMIT EXPIRES ON — Ca COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,�CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ( Y Gl ASSESSOR PARCEL NUMBER U OWNER: l,l\ Proposed Building Use: M ) Counter Technician: Date: G- Items required in order to apply for a permit. All boxes MUST be checked OR ar ed NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: a K (B)Parking: (C) Parcel Check: 6 - i 3 - 02 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ . Encroachment Permit for driveway fro t e Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for �� /V\ � � required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. E isting violatio . and/or expired permits........................................._..r.� ......... 3.0` Grant Dee✓I.H. Title/Statement of Facts, ❑ Letter from Legal Owner, �] Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed oft above items and requirements for obtaining a buildingpermit. Applicant: ` Date: 016' - 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: ( Date: 07- Plans approved by: X6. Date: W7-- Structural ZStructural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division c 5"" r0-.%, ^,�-5TIA 39 8 1c Pz;E '/1r"J of oufit r .CA Gq - 130 - 66 y PLANNING DIVISION- BUILDING PLAN APPROVAL p IG 2 Date: Landscaping: L. )./v q,? 8 �Ul1Gf�iE� sullE EUlt.'DlNG [) 41% "U'l D. PP uI- - l� Ar6 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 2 4 5&5a 6 7, 7A, 7B & 7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System BUTTE C4UN)1P BUILDING DEPARTMW. APFRO1�F- a Release Date 8/13/2001 Engineer Approval ! � �C. C ✓� N 2C.1- L60/O a' Axl° $!3�%�•z C;.!% HEALTH"§iaje sr ..�•,Aji6 , V&e'8551 SUBJECT TO CO "-C i IeNS NrOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREML-;TS OF APPLICABLE STATE LAWS AND REGULAT: J::S State of California Department of Housing and Community Devclepraent DM F CODES AND STANDARDS By f9 -/o -v/ 94- /r Approval Expires C] — 11e 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 specked as a location for vertical ties. c Page 2 California /2001 56 i ma: Figure 9 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 i ma; Unequal Pier Heights ( Wind Zones I & II only r►yu►e c 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 Califomiall� /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 44 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- nartnrc with wairic i Page 4 California 001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS Short LongU-botshort Clear all loose vegetation from the immediate u_bon / \ u ��c area where your Vector foundation pads will rest. Press or hammer pads into the ground. I'I— ' Tip: Place a 318" nut on each U -bolt to keep it in place while you position the Vector pads. nn- - 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts C K/ \1 i - ' 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Pio For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2°. Outside Tension brackets attach the same. Inside tie brackets mount *upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16°. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System 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 inches 9Whe 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 872001 I Vector D Foundation systems Component Parts List ----------------------------------------------------------------- _ oe �.i ao Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 e - R Part #'s included: 59275, 59282, 59276, 83044z & 10999 o e ooI—ft: ® ®®® e m 0 ®O C ®Q C Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 ufctor hvm;cs Vector System 2000 Kit # 59018 Single_piece pads with straps and slotted bolts Vector System Kit # 59007 Concrete Vector System Kit # 59008 (for single stack blocks) Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California 8 2001 Vdctor 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 is included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store J`e tlea�edl cess AXalp ea' XA�1 Ij Zea•2 QOQVGQ\pg q° S6re4 16\e Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. Page 7A California /2001 Vector Dynamics Individual Component Parts Detail o e Vector Dynamics Single Block Pad o 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" (k 1 Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge t: 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" t? ® Vector Dynamics Tension Link o ° Part # 59282 ; Slotted Bolt Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" 0 0 0 5 Vector 2000 Tension Link Part # 59288 2.125"x 2.375"x 2.06" Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8"x 3" (16 Threads Per Inch) Californ 1 o Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-1 /2" Strap Protectors oa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" 0 PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping 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 0 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors fx 12 ft. P/N 59211 p `t 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer .� V -Drive Head ::��. 12" wide -. Part#59269 Black Paint: Part #59292 "r Galvanized: Part #59294 o A�. Drive Rods e ® o Part#59113 Page 7C CalifomiE 1 Vector Dynamics System for Concrete Applications F . Instructions for Vector Kit #59008 (for Single stack blocks) ctor 0 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).fihe 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. I. 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 pz for concrete Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge ql�c California 9%/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) ctor or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16° socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete f c California 6/2001 T fD O OD N O O WIND ZONE I Vector Dynamics Systems Required � J ` y � � \ for Single Section Homes (Materials Required)- ., - - tion homtems• I2ft51 a9�ng °'5ta\\3t%o `anUa` EXampsnows 9eust aeto home t stt aid spacing ' F d tion Pads - ' " - ' " - • ` ovjn WIND ZONE I (not to scale) sq. ft. pad/ ,- WU- JQIJIOIIL WIUI IIUIIIC nIG1wIdL;tUrers mstauanon 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 \actor Kit, 2 slotted bolts 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), 4 1 ea. 4 x 4 pressure treated wood compression member W or 2 ea. 2 x 4 pressure treated wood compression member Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut WIND ZONE I Vector Dynamics Systems Required I Single Section Homes I \ Difficult Soil Conditions ngCtsttea�tattOsqs �a1 9utdelm- -es Se s-lingie nma� n of ae�s1a aP °te gut be to hoWs 0 pads - T 11\usira�� d sPa°�n9 m - _ _ - ' " ♦ ` ♦ ' I x .^fit" •Y �� O ♦ I ,_' R 0 N O 0 V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ Home Length )� NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing must be consistent with home mantdacUrers' installation Per Side " Uatrttcdons and/or state requirements. Maximum allowable working drag load for the Vector System with the steel 3 compression strut Is 3,150 pounds per Soil Classifications: the K2 Engineering test report. 2.3. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 ' 1-1/4" frame ties w/4725 lbs. min. breaking strength. 73' to 90' When using "V'• Drive Anchors Home Length Vector Systems Anchors Required Each Vector Foundation System requires • One Vector Kit, 2 'V" Drive Anchors, 4 slotted bolts Required q Per Side " • 2 ea. 1-1/4 In. tie, length will vary with pier height (4725 Ib. min, break), 0 to 72' 3 3 • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 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. r�E DOWN rrrrrNrrwmc Metal Pier Sets ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.- I \ (Materials Required) _ -'' : _ _ - home S. 11fxes• `e se�,roc or sjslua1 9u�de - " ,e o{ a 7� ra sP 9.I mens atlati°n Man EXamPshows 9enef be ko ° ; 111ustr S f\d spacing musk ' I ' VoundsV%On pads J _ mix kvv CD N �r ZONE sq. ft. pad/ — \ax.o.c.ryP• 3q K. m Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ` 0 to 72' 3 2 73' to 90' 4 3 Hncnor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. NIE DOWN ENGINEERING' C m D N WIND ZONE I _a Vector Dynamics Systems Required _ _ - - - " " - eCt.00 s°stems. ; 9,,'d4nes for Double Section Homes - - ' ' " " " ft d ubw lot veCt �� mania (Materials Requiredl - - - " " Xarnpfe 01 9 net 1\ be Pah me On p mu s must" t; d s a�;n9 n Pads an Vound r k , 75 e 211. , - - - -- Kr • m max• o.c. ;- �`: Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. O C) 2 sq. ft. pad 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 InstnxUons andlor state requirements. Soil Classifications: 2, 3, 4A, & 4B ' Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1A in. lies, 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 N CD n fy O 3 N Co N O 0 WIND ZONE 1 ---"" Vector Dynamics Systems Required 1\:r S for Multi Section Homes a,V�gnVe ma� at 9°�det,^es \ \ acs taNatwn (Materials Required) _ - L3MPke 9e„S` et°"°`" - - I ov+ t b - - - " (%husk" d sPacin9 m 1 ` 1 .. - r•, - - ,\ Soil Classifications: 2, 3, 4A, & 4B IAV Soil Bearing Capacity: 1,000 PSF minimum N' 1 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. pa/ Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TIDE adjustable Steel strut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - .Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pa/ Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TIDE adjustable Steel strut WIND ZONE II (Hurricane) Vector Dynamics Systems Required 1 y 1 \ for Single Section Homes ome n h ms e1 1 ' (Materials Requlred} -:. _ -'' " sin9\e a \Je t T manual eu'd - ' e of a �2 �a1 spacing 1 , sta11a - ' EXamPshows get"be to hom 111ustt andspacin9 Mus, ' . n pads VotIndatlo _ 1 41 � � �,1 � � �- :fir �. i 1, • to ♦ I tR , ` 1, A , �.,r "NOTE: For single section homes 2it, max• Y with eaves that exceed 6 Inches cn In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed In additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, 4A, & 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. C7 WIND ZONE II (not to scale) N z .`• O� 00 N O 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Side • Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe 1 • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required " _ _ - - ' " me s.) I , for Double Section Homes - ' ' " ao�b�e so�v°c; osyman a19' -%d l�e (Materials Required) _ " _ - - 2 7 a� sPa a EXamP`s o\Ns 9 �s be O hom X11\usttan.° SPacin9 m ad a_ I _ 1 " M Maximum allowable working drag load for the Vector System with the steel _ rn compression strut is 3,150 pounds per 1 1- " the K2 Engineering test report. 0 N 0 3 N 00 N 0 0 NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consiste manufacturers' Instructions and/or state requirements Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59015), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3.1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut co CD v O WIND ZONE 2 Vector Dynamics Systems Required __'-'" I yt�ees'�°v 0j.0— ,^ana19UIde11ng5 \J \ tion ` 3 Section Homes - ShpWS 9 Ugt b0 \ (Materials Required) - F ' - 111adsrend sPap�^9^' i \ oU^dation P I _ 1 t _ \ I I I 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. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Solt Bearing Capacitv: 1,000 PSF minimum Home length Vector Systems Required 'Anchors Required Per Slde Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut . ' VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS ' This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified E' 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. M E 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 8/2001 OWNER 0) PRE -INSPECTION REPORT LOCATION: Le CONTRACTOR DATE: U J AP. #• 0 - UW ZONING: PRE-INSPET•ION FOR: W/�� J v N L V I DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE �AS FOLLOWS: BUILDING INSPEC FOR'S REPORT. Banding Description: Conunercial/Usage: Residential/N. d Units: Currently Occ -ed - Abandon scan Electric: Yes No / El tric curror ily On__,Z_ Off Condition of Electric e5 C.> Gas: Natural Propane None_d& Currently On Off Obvious Problems: Sanitation: C S Plumbing Working — Well Working-,,, Potable Water_ S V to / Obvious SewaaeProblems / l,/ em�� — ,o� �= Z S R ' 1P • 'S W "v. l p 6 c--- . S �� c' oft; ACTION RECOMMENDED: ISSUE: _ HOLD FO r Inspector. �i �; 1 Date o /. �- G��o2 Sketch buildings on reverse and indicate location on p�ropert� 4~ -PERMIT NO. 5907-76B PERMIT EXPIRES OWNER Robert G: Christian CONTR. owner LOCATION (A.P. 34-62-64 ) 66 Lodgeview Dr.,Parcel A, KR#1, Oroville Temp. Power Pole Called PG&E Temp. EEI c. Serv. C�aGled PG&E Te p. Gas Serv. Called PG&E JOB —7 FINALED (Da Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback 1-231 —"- 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 Pi in Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicapped Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas �. Slab Final Sanitation Vitro FIREPLACE Final Footings % Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures , Bond Beagk FIRE PRINKL Motors Framing `` Test Water Htr. Stucco Final Sub anels Mesh MECkANIC Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underaroundif Interior Lath Ventilation Pennanen Door Closer Final Final DATE P �!� 1504J J 1> REMARKS OR CORRECTIONSS F01— 14-4J—. iVic` sL' t: Fo-6-77Wc:- t (NOTE: An entry must be made on this form each time you visit the job site.) / . v COUNTY OF BUTTE — PFPARTMENT OF PUBLIC WORKS ` 7 County Center Drive -- 60roviIIe, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Owner Mailing Address Contractor Mailing Address Building Address C one No. ne No. A. P. No. Zoning & Planning F W � Fire Dept. Fire Zone Use Permit EQA I Parking Parcele a 60' R/W Im rovements Plans Declaration p Bldg. PI ns Rec'd pa�� Approv P pproval NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ r Single Family ❑ Duplex ❑ Mobil Home LAMOthers ❑ 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: Li se No. Classification I am exempt from the Contractors License Laws of the State of California. 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 rkmen'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 Y&L"2e4_ poperty to nspection purposes. . Dater 7 Signature of Permitee or Agent Receipt No. Ls:y Z P D White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant BUILDING 1 SQ. FT. I QCC. 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 600V 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. / DWELLING OCC P. a $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 FEE FEE NON•RESID, t BRANCH CIRCUITq IG.OuCtll I NEW CONST R. /POWER APPARATUS & Ex. Occup(OUTLETs OR FIXTURES, P� 101 1 FIXED ALNS. Ex. Occup. ( OUT ETS P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit 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. DIRECTOR 0 PUBLIC WORKS By Date Z9 -7f. wilding permit expires Date !o —Z i`7 7 V Ml 6181is 1 '9L619 Ab smidom onand do *idaa a.unu dO AINnoo 4 PERMIT NO. 388-77-B—► PERMIT EXPIRES OWNER Bob Christian CONTR. Holmes Mobil a Home Service, Bangor LOCATION (A.P. 34-62-64 66 Lodgeview Dr., Or Wille Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp4lGas Serv. ZFINJ alled PG&E S � ALED (Da 'k AW056� ignatire COUNTY OF'BUTTE _ DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION•RECORD BUILDING BUILDING (Co 'd) PL MBING Setback Firewall Soil Piping Forms Parapets N 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidinq To out Slab Roof Sheathing Water Piping Piers Roofing_ Sewer Garage Fdn. Vents V Fixtures Footings StemwaI l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov, for physically handica ed Conformance of ex. structure Appliances Gas Piping Test Temp. Gas Slab Final Sanitation Patio i FIREPLAC Final Footings 3'7.> Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FITIEJSPRINKA RS Motors FramingTest Water Htr. Stucco Final Subpanels Mesh VECHAN AL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pol Finish Ducts Under nd Interior Lath Ventilation Penna nt Door Closer Final Final DATE REMARKS OR CORRECTIONS } (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — •DEPAz9TMENT OF PUBLIC WORKS �r ? 7 County Center Drivdr' — ()MroviIIe, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT ` Date' Sig ature of Permitee or Agent By Date/ Receipt No. IS6, 5 - S`3 White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant ��/ildin'g permit expires Date /-3i, 7 U BUILDING Owner ` j••I us SQ. FT. OCC. BUILDING VALUATION Mailing Address Tel Telephone No. Fireplace Contractor Total Valuation Mailing Address p)( 14q Permit Fee Plan Checking Fee &/or Penalty 49, p e�y o Permit Fee $ Building Address U / ' PLUMBING No. @ FEE PERMIT FILING FEE $3.00 © ® Ul Ile Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 ���_ / A. P. No. 3 (�j Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees I W Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Improvements p Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval P&WTApprovol Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service soov OR LESS 5.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 Main service OVER soov 100 AMP v LESS 25.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. & OR ADDNS. (ACC. BLDGS. 2¢Sgft NEW CONSTR. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW C ON ST R. ( POWER APPARATUS &) NON•RESI D. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &Professions Code under the name style Y %f%,� /� 19?06w�� Ma 41 a&075 Ex. Occup (OUT LETS OR FIXTURES) 50 0 25C BAL@ICN EX. OCCU FIXED APP LNS, OR Occup. (OUTLET (RESID•) EA) 2•�� Temporary service 10.00 Mobile Home Facilities 15.00 License No.�i/ 32/ Classification CL9 / Misc. Wiring 6.25 ❑ 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 Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 5UI 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 $ $ 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 authorize representatives of the County of Butte to enter upon the above- ntione property for insp tion purposes. .,r > e) f n ,C/�/. .L.,_ _ % �7�'�-� 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. DIRECTOR 00—'NUBLIC WORKS ` Date' Sig ature of Permitee or Agent By Date/ Receipt No. IS6, 5 - S`3 White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant ��/ildin'g permit expires Date /-3i, 7 U r 4767-79B ;PlfRMIT NO. PERMIT EXPIRES OWNER Robert Christian CONTR. Acro-Lume, Oroville 34-62-64 LOCATION (A.P. ) 66 Lodgeview Dr., -Parcel Y, KR#l, Oroville Temp.ower Pole Ca91ed PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E �B FINALED Q_/J (Date) (Signature) Stucco I Final r \ I Suboanels X Mesh MECHAN Al- Grd. Fault Prot. Scratch Heatin Service Brown ^ CoolingTemp. Pole Finish \ OuCf1C lendmnrnemd Interior Lath / Ventilation V Permanent Door Closer VFinal Final MOBILEHOME UTI I - - - - - - - - - - - - - - - - - - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MO��OME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE !'(-8 -'Z REMARKS OR CORRECTIONS D �d E amt/GJt /X,6,< (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT' OF PUBLIC WORKS BUILDING INSPECTIOkAECORD . 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 P — b Sewer Garage Fdn. Vents Fixtures Footin s Stemwall Garage Vents `�. Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsically f handica ed Conformance of ex. i structure Appliances Gas Piping & Teit Temp. as Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICA Masonry Walls Throat Rough Reinf. Steel Final Fixtures ., Bond Beam _ FIRE SPRINKLERS Motors Stucco I Final r \ I Suboanels X Mesh MECHAN Al- Grd. Fault Prot. Scratch Heatin Service Brown ^ CoolingTemp. Pole Finish \ OuCf1C lendmnrnemd Interior Lath / Ventilation V Permanent Door Closer VFinal Final MOBILEHOME UTI I - - - - - - - - - - - - - - - - - - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MO��OME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE !'(-8 -'Z REMARKS OR CORRECTIONS D �d E amt/GJt /X,6,< (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — ;DEP/.R TMENT OF PUBLIC WORKS 7 County Center Drive - Uroville, California 95965 Telephone: 53$-4541 APPLICATION AND PERMIT j authorize Signcturjv`6f/Perrn0ejV6r Agent my of Butte to enter upon the ion purposes. Date ✓� Receipt No( i I P CPF- W White-D.P.W. Y Ilow-Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By l Dat e Bu' ing permit expires Date BUILDING Owner 7- SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address �9 3 � Fireplace Total Valuation ®^v , �t QC l.a Tele hone4o. Permit Fee Building AddressPlan Checking Fee&/or Penalty Permit Fee i I PLUMBING No. @ FEE /nn ' �� l�/'C PERMIT FILING FEE $3.00 Each Trav 1.50 Repair drainage or vent piping 1.50 A. / / No. 'O - 0- 6 Zining & Planning Water piping 1.50 Each gas water heater or vent 1.50 �P. Fetes I *<SlffnMJThMdFire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements - Each additional outlet .30 Building sewer 5.00 � � Bldg. FiO.aris Rec'd Parcel A rovol Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No.1 @ FEE 1 " PERMIT FILING FEE J$3.00 Main service 600V 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 e00v 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELLING OCCUP. 51)22sgft OR ADDNS. ACC. BLDGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Californi �Business & Professions Code under the name style of: Im � NEW CONSTR. (MULT I.OUTL T NON-RESID ` BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. Ex. OCcuo(OUTLETS OR FIXTIIRES BAL@100 Ex. Occup ( FIXED TS (RESAPPLNS. OR \ 2.00 � OUTLETS (RESID.) EAI Temporary service 10.00 Mobile Home Facilities 15.00 License No. ownClassification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ MECHANICAL NO -J @ 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 orkmen's Compensation. have placed on file with the County of Butte a certificate of J�Iorkmen'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 J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ th s atligation and state that the above information is correct.gre comr�ply to all County Ordinances I certify that I have re�=7 and State Laws tela t i IdYhq construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize Signcturjv`6f/Perrn0ejV6r Agent my of Butte to enter upon the ion purposes. Date ✓� Receipt No( i I P CPF- W White-D.P.W. Y Ilow-Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By l Dat e Bu' ing permit expires Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number '5//3SCa-7-- for the following location: Owner/� �° c? Lire s ins , _-- �� Pr �—.- Owner's Address�� Mobilehome Mfg.;M,,,',W�r1i.'7 //tY� Mode12-Aiz/< Year 7C, Insignia No.// ZZ 7 a� Serial No./ 5 30 A4 J3 ~� It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date"— i s?�' 74, By C -D /Q�i' ' THIS CERTIFICATE IS VOID WHEN MOBILEHOME/IS RELOCATED' I PERMIT NO. 4531•-76P,E PERMIT EXPIRES khgPI77 OWNER Robert G. Christian CONTR. owner S� LOCATION (A.P. 34-62-64 66 Lodgeview Dr., Parcel K01, Oroville . x e Temp. Power ole Called P &E Temp. El . Serv.�� -7c Call Temp. as Serv. Iled PG&E �/INALED (D (Signat rel Motors Stucco COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Subpanels BUILDING BUILDING (Cont'd) MECHANICAL PLUMBING Setback5,,- 3d` c Firewall Soil Piping ' Forms Parapets 1st Floor Ducts Main Bldg. Restroom Finish 2nd Floor Permanent Footings Windows 3rd Floor, Stemwall SIdIno To out Slab Roof Sheathing Water Piping 30''7G Piers Roofing Sewer 3Q Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Flwhirac Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Under round - Z - 74 - Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) 9. Electrical A. Is service large eno�iglk to provide ::adequate amperage to mobileliome (must equal rating .of Mobi.leltome �ai_th a ::;inh-um of I amp) and other faciliti.!.,, on -lot, i.e., water pumps; W.trage, cabana, crc.7 Pest No B. Is ther'-� proper clearances around panels? Yes_ No C. Is power supply cord or feeder assembly properly fused? Yes L_�vo— D. Is continuity teSL satisfactory as per the following procedure-.? Yes A�No__ 1. De -energize electrical wiring, syste:u of the mobilehome at the pedestal 2. Make sure that t'ne power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one load of a test instrument to the mobilehome grounding conductor and - ' ' ' -" 1-' Co'f►.iLicfor, iliclLiding neuL'rai. apply tiie OLu.L?r a.Cau %O ealal TODUL.LCLLUl1IC Siip� y 5. All nor. -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 te-t shall then be made between Lhe grounding electrode and the chassis of the 1110bilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. ;.gib, Is job card si-ned by Health Department for water and sanitation? 1.;.. If everything okay, sign off card and ta- services. MOBTLI✓IMML•' DATA —fes' ► / I,lanufacturer and/or Namestyle Length (oU Width Vehicle Serial No. / iv A -f /3 State Identification No.// ii " l 72 _ Additional Information or Comments: 'M0B71.,'1'H0i1E INS`'ALLATION INSPECTION CHECK LIST 1. Is themobilehome located w-j.1equired separation from lot lines and buildings and generally . conform to plot plan? Yes No 2. Doc,.; the mobil.chome have required clearances above ground? (Sec.5085) Yes 4--�o 3. Are fobtin,s and supports property sized, spaced, and braced as papproved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_v_ No 4. Is the mobilehome level.? (Sec. 5088) Yes // No+ 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes 0 5, Water A. Is fle�xibble connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566)' Ye s `_N 0 B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes P_N�0_ C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No P N/4- 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum ," per foot slope and is it properly supported? Yes —No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes NoL---- D. If coach is not State of California approved, does station have required trap and vent? Yes No 0//YA 8. Gas Piping and Gas Vents A. Connector -\mobilehome ome connected to the as supply with an approved 3/4" minimum mobilehome ot more than 6 ft, ong? Note: All piping is to be at least as large as'thgas line irile without'reduction's other than the mobilehome connector. B. Test OK as per followin prose re? Yes_ No 1. Open all appliance co e or valves. 2. Shut off appliance b ner nd pilot valves. 3. Air test with m ometer to 1 '-14" water column, or test with slope gauge (minimum 6oz.-maximum oz.) calibrated 'n tenth pound increments. Test for 10 min. without drop. 4. Cor._nect: as meter to mobilehome wit connector, turn. on gas, test connections with soapy .ter. C. Are all appliance vents properly installed? Yes_ No COUNTY OF BUTTE — -DEPkFATMENT OF PUBLIC WORKS / 7 County Center Drive — Oroville, California 95965 5i/1 -76 Telephone: 534-4541 APPLICATION AND PERMIT au uiUIicc 1UP1c0cntau vca UI UIC lluUnly UI DULLe tu e(llet upon ine above-mentioned property for inspection pFPbses. Signature of Permitee or Agent ¢Q Receipt No. / 9 v 7 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. DIREC QR OF PLJIiBLIC WORKS By L1/L( Date 76 g permit expires Date BUILDING Owner 6 j SQ. FT. OCC. BUILDING VALUATION Mai I Ing Add ss -?597-3 Tri phone tj Fireplace Contractor Total Valuation Mailing Address ,a/Z/-jU,s� Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ Building Address PLUMBING No. @FEE PERMIT FILING FEE $3.00 / 1/61 r�C) �"�W tern' Each Trap 1.50 VN �•?'' Repair drainage or vent piping 1.50 Water piping i�d9. /0.&0 A-12 C p J. 11 ilij' ) Each gas water heater or vent 1.50 A. P. No. _ - ��onn Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s I W.)VI"Sq6>J,/o1)/hJ Fire Dept. Fire Zone Use Permit Building sewer 4090 p, EQA Parking Plans Parcel arcelap eclaration 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Pla s Recd 1a44arce A pro PI s Approval Permit Fee $ 0 $ NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 .00 Main service 600V OR 100 AMP ORLESS5.00 ,Sp0 Main service EA. ADD'L 100 AMP 2.50 2,, j Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 1100 AMP oR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 )0 SQ. FL MINIMUM NEW CONST. DWELING 0 OR ADDNS. ACCLBLDGS.CCUP. &\ 20sgft I NEW CONSTR MULTI.OUTLET NON.RESID. BRANCH CIRCUITS) 12.50ea FOR MOBILE4 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 California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BAL2@51 Ex. Occup.FIXED APPLNS. OR OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Jj,&0 Licen No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ dS7 S-(1 $ 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. ❑1 have placed on file with the County of Butte a certificate of Wo kmen's Compensation Insurance. ertify 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 $ S au uiUIicc 1UP1c0cntau vca UI UIC lluUnly UI DULLe tu e(llet upon ine above-mentioned property for inspection pFPbses. Signature of Permitee or Agent ¢Q Receipt No. / 9 v 7 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. DIREC QR OF PLJIiBLIC WORKS By L1/L( Date 76 g permit expires Date I COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive+= Oraville, California 95965 Telephonb: b34-4541 30 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date na a of Permite or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By-- Date Building permit expires Date BUILDING Owner Robert G. Christian SQ. FT. OCC.1 BUILDING VALUATION Mailing Address Lot Y Unit 1 Telephone No. Fireplace Contractor Ca weros Mobile Trans ort Total Valuation Mailing Address 1290 EZ Capitan Permit Fee Plan Checking Fee&/or Penalty Nal2a, Ca Zi orni Telephone No. 52-2411 Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 66 Lodaeviw D Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 34-62-64 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 $ Each additional outlet .30 FeesIon FireDept. FireZone Use Permit Building sewer 5.00 EQA IParking Pa celParcel Plans D ration Ma P 0' R/W Im rove is P Lawn sprinkler system 2.00 Permit Fee $ Bldg. Plans Re d Parcel Appr al Plans Approval NEW ❑ ADDITION ❑ TILITIES ❑ OTHER ( ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 INSTALLATION r �� OR L Main service 100 AMP ORSLESS 5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home © Others ❑ OVER 60 Main service 00 AMP OR LESS 25.00 Main service/ EA. ADD'L 100 AMP 1.00 OR ADDNS.NEW CONST. ( DACCLBLDGS,LING CCUP. &) 22sgft NEW CONSTR. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS) 12.50ea NEW C ON ST R. (POWER APPARATUS & NON RES,D. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Carneros Mobile Transport Ex. Occup(OUTLETS OR FIXTURES)��` BAL@1 Ex. OCCU FIXED APPLNS. OR Occup. (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Classification C-61 License No. 259158_ Classification Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ® I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL N0.1 @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Mobile Home Installation 30.0( TOTAL PERMIT FEE $ 30 00 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date na a of Permite or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By-- Date Building permit expires Date MOBILEHOME SUPPORT DATA Mobilehome Mfr. Mountain Vatley Homes- Setup Model No. 2Bdr RK. year 76 Width 24 (ft.) Len th ft.) Expando,.-Size ft..x . ft: (Draw support details below) = On all mobilehomes manufactured after October T, 1973, furnish manufacturer's installation manual and structural. -setup sheets (ifnoton file with the County of Butte). Sin le -► Footings-.-(che.ck..one) /-:0 . a 1. Wood either a Voll pressure treated or Center Center Support fdn. grade. Support Footing Sizes Locations (in.) 2. Concrete pad. 20 r Or► 24- x 301 / / 3. Other.,..- specify in.)Cin. _A_ � 12 ► ;ft� in -(in.)(in.) i 12 ►- . .­ - _/ 2 ,1 _ in.)C x 30 (in.)(in.) ► _ rr 24 ft. in.) in. in.) . *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Supports (check one) T'1. -Concrete block 2. Concrete piers 3. Steel piers 4. Other, specify.- - pecify.---- Typical Support 12 x 30 Footing Size in. in.) (5 - 6 Max. Pier Spacing �ft. 1 - 0 1 Overhang BUTTE o0URTI, BUILDING DEPARTMENT APPROVED - j BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 ( If no, clarify 5. MOBILEHOME INSTALLATION SHEET mobilehome electrical rating? ----------------------- Owner's name: Robert G. Christian 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. 2. Installer's name: Carneros MobiZe Transport mobilehome site circuit breaker rating? ------------- 200 Amps 8. Is there any other electric load to be served by the mobilehome 3. Is the site currently under permit? Yes /X / No Yes / / (If yes, furnish permit number (If yes, identify the load and size: ) OR (Amps) 9. What Is the site an existing site? Yes / / No /X / (If yes, furnish two (2). plot plans.) is the type of gas service? ----------------------------- Natural./ / 4. will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes /X / No ,(ft.) 2. ( If no, clarify 5. What is the mobilehome electrical rating? ----------------------- 200 Amps 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. What is the mobilehome site circuit breaker rating? ------------- 200 Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No /X /++ (If yes, identify the load and size: (Load) -0 (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- -0-(in.) 0. What is the type of gas service? ----------------------------- Natural./ / LPG .1. What is the gas pipe length from meter or tank to the mobilehome? -0-' ,(ft.) 2. What is the mobilehome gas demand? -----=------------------- -0- (BTU) (This information not required if pipe length less than' 6 ft. on natural gas or less than 50_ft. on LPG.) flte M E U rt Bft. Setback. shat 69 side property line ar the centerline of the roj e Maximum of a ..2', All utility connections shall 6 - located within 4 ft. outside +he -eir 0 third section of the mobile home 0 on the left (road) side of the mobile � home. 20 0:_Ae_� �CyEG'K f?G �E �V Z I �/�' PARCEL "Y" s 7r 1A /V �'�� _/..►%!:T/�. HOMO . _ -L � - /O'S_4'49�• �9 \ be/5 ff. f;r®Ft id 501ft, fft') , 0 ; �. P i• �Q,A% 4- 00 c 4� ;° 3' —�f S� /✓IENT BUTTE COUNTY 3��'. BUILDING DEPARTMNT pie17 ' APPROVED This set of plans MUST be 3 kept on the job at all times and it is uni-v,40 '-o / make any changes or alterations on some without written permission from the Department of Public i Works, County of Butte. NOTE:—All PAgterimis & Workmanship Shall,' Be in Accordanr:e w*,tti Practices and of a g4^-litf r+ -e -r -''Rn -1 ��,r 1-1,e Snec9fled :use in the Uniform Bm1dir q, Plum�ai:�ri & Machanical�Codes and the National Electrical Code. /z v G 15, 26 - 7¢ ■ ■ ASSOCIATES ENGINEERING CONSULTANTS 2060 PARK AVENUE OROVILLE, CALIFORNIA 95965 PHONE (916) 533-6457 August 26, 1976 James Glander Department of Public Works 7 County Center Drive Oroville, California 95965 Re: 76551 Dear Jim: Compaction test results are enclosed for mobile home site preparation at Kelly Ridge Estates for: Christian KRE Lot AN��° - Representative tests indicate that the 90% relative compaction requirement has been satisfied. A location map is attached. AGB/cap Enclosure Very truly yours, COOK ASSOCIATES Alan G. Brown Civil Engineer DR. LLOYD M. COOK E2. O. „ JOE E. COOKY, E. ®APS J. COOK C. F. 6.;a .rE1�i°841 fru Mt 9 jnv �,� S�yOM olland :0 'Zdsa aLna do A1Nno0 • 6.;a .rE1�i°841 fru Mt 9 jnv �,� S�yOM olland :0 'Zdsa aLna do A1Nno0 Client Christian COO-r---_A� CS)SP0CIATESProject KRE Lot A ( Next to ENGINEERING CONSULTANTS Nuclear in® Place 76551 Job No. 2060 PARI( AVENUE OROVILLE , CALIFORNIA 95965 N'toisture Density Test Operator Broin/Kimbrell/ ( 91 6) 533 -- 64 57 Gillispie TEST NUMBER 1 2 3 4 5 6 7 8 9 10 TEST DATE 8-12-76 8-23 8-26 1st Lift 2nd Lift 3rd Lift TEST W. End 3f S. End LOCATION Fill 4' FINAL MODE DEPTH 8." DT 6" DT 8" DT MOISTURE COUNT 997 1014 973 MOISTURE COUNT RATIO .708 .724 .686 MOISTURE PCF 17.50 9'0/ 17.0 18.0 DENSITY COUNT +COUNT 183 442 192 DENSITY 1.637 .711 RATIO .680 ,`SET DENSITY PCF 146.5 133.5 145.0 DRY DENSITY 124.5/ 128 ,PCF 129 115.5 MOISTURE - 13 7.0/ 16.0 13.3 OPTIMUM DRY DENSITY PCF 1 33 133 133 % OPTIMUM 10 10 10 MOISTURE % RELATIVE 94/87 COMPACTION 97 96 DAILY STANDARD COUtiI"r COMMENT: "A-01STURE DENSITY 8-12 11;07 269 _ 8-23 270 _1400 8--26 1418 27~0 #ly3 Unit 1)