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HomeMy WebLinkAbout066-170-030•� _ .� _= -�� - - ,� ;. ; Wiz. - _ r` }+� _ � ... ._� . _ - _ __ . - .. .5�>r ._r•.Fe'^ "'i.., tC.--'Z! L�',y."-y'`b•�.ry. ,r. -M j: *._� •iY.l A.P. 16_j7_ /J!!:: W A E . WRIGHT _ STR Andover Dr.Lot 156 P.P.,C.C.# .k.TR: Ray N. Munjar Const.,adise mit 692-73P,E ilities for mobile home) LOT BLOCK SUBDIV. A..P —17 —4 i TYPE of WAYNE WRIGHT PERMIT PERMIT NO. PLAN NO. DATE ISS 485 Andover, Magalia %��R,E M A R K S CNTR: C & M Electric, Magalia +� Q Permit 1940-73B (garagd-•to be used with mobil - home)- , I 66-17-w;1SV contr: E. E. Wilson, Paradise cr Pe it ��663-78B,�(n w cabana/MH) =, f w + i 066-170-030 02-1933 SNYDER, BRUCE est PATRICI 13760 ANDOVER, MAGALIA CONT: SIERRA MHS { EX MH PERM FND EX SITE. %. PERMIT DESIGNATION: B—BUILDING DEPARTMENT OF P—PLUMBING BUILDING AND SAFETY T—TRAILER r E—ELECTRICAL U—USE PERMIT TV — RADIO -TV ANTENNA V — VARIANCE S/W—SIDEWALK NOTICE S_ SIGN PERMIT HM —HOUSE MOVING j EP—ENCROACHMENT D — DEMOLITION 600.1 s ,, c C" INSPECTION RECORD BUILDING APPROVALS FW trf IL Z 00Q <x0 oma= J O z U W Ow zN w rc Z i �` O= �_ _0W W►' Wf rcy zg 1-5 IW -5 ZIL OW rr Iw-5 'SIL tjY ¢U z� Um WA Qa a_� Or U w m Q LL SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. rR DATE y SIG. I DAYE SIG. DATE SIG. DATE j SIG. I DATE SIG. DATE I I PLUMBING APPROVALS PERMIT NUMBER, SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ROUGH -IN GAS PRESSURE TEST WATER PIPING SEWER LINE APPLIANCES & VENTS FINAL /1.7LI/lYid[I/IA-12211"1 %IAC PERMIT NUMBER, SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ROUGH -IN FIXTURES & APPLIANCES METERS FINAL r 1111,JCELLANLous APPROVALq PERMIT NUMBERt DESIGNATION SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ----.4 l t NOTES RESIDENTIAL 066-170-030, ' 02-1933 SNYDER, BRUCE est PATRICIA 13760 ANDOVER, MAGALIA 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). r (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). } INSPECTOR TO VERIFY SERIAL & LABEL #'S. R SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER S 0 375 iy 3 s e --c- 11 25c'oLqq � joz JOB FINALED (Date) Signature _964 V= OK 0 =.Nqt OK, , = Not Applicpble -Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance 6 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector " 3. 6. Water; MH Test -Regulator -Connector'" 4. 7. Water and. Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in.Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK =Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Card B-1 Date Card B-1 Date Date 40. Underfloor (Plans) OK except #'s 41. 1. Zoning -Setbacks -Easements -Flood -Slope Bearing Walls over Girders & Floor Nailing 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 44. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Headers & Beams -Size & Bearing 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth b8. 5. Stemwalls, Main; Steel- Blockouts-Wrapped Stairs & nails 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 71. 6a. Hold Downs and Special Anchors Kit. Fixt. & Appliance; Ground -F' _ :;ooking Clearance 7. Slab, Steel -Wrapped r '1. 8. Piers -Fireplace Ftg.-Steel A.C. Duct in Garage-Campe• 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Plb., Elec. & Mech. Equip. Listed for Location 11. Water Pipe; Test -Anchors -Regulator -Service Test 79. 12. Electric Underground Guard Rails & Deck Construction -Post Caps 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation Date 16. Insulation Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor-T..ib Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 . Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond -Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air-Retu•n Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Ac, Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. W.,. ..,s or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing -loperty Line Firewall & Openings loors-One 3'-Checi Garage 3rd Story, 2 Exits 5-. ; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Outriggers 56. Siding -Nailing Veneer '! 57. Stucco Mesh -Drip Screed -Fd. VE...;-Underflr. Access _ 58. Gla7' Area -Glass Protection-Ski"-hts-Plastic 59. Shp. Walls; Nailing -Bolts _ 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings InfiWati- ' .-. Window^ Date Card B-1 Date Card B-1 Date + B-1 Date Card B-1 Date IAL (Plans) OK except #'s 6. ?ps-Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Ver" 3arance-Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection _ 66. Bedroom Exiting 1;7. G.F.I. & Bath Fixtures & Tub Access -Spa b8. Elec. Trim & Subpanel, Breaker Sizes & Labels .9. Stairs & nails 70. Fireplace or Stove, Clep•a�ce-Hearth 71. E.". Outlets of Wuod Panel, Int. & E, 7P Kit. Fixt. & Appliance; Ground -F' _ :;ooking Clearance 73. Elec. C . ,ece-tacles at Kit. Counter r '1. Garap Door; F% :ig-Land:ng-Closure 5. A.C. Duct in Garage-Campe• 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 ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes D 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 05 -Sep -2002 2002-0046319 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY N NOTICE OF MA'DW j ACTURED 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. BRUCE E. SNYDER AND PATRICIA E. SNYDER REAL PROPERTY OWNER/LESSOR 1973 1201 NORTH 3150 EAST MANUFACTURER'S NAME MAILING ADDRESS MODEL NAMEJNUMBER LAYTON DAVIS s UT 84040 M106496/M256441 SERIAL. NUMBERS) CITY COUNTY STATE ZIP 13760 ANDOVER INSTALLATION MAILING ADDRESS, IF DIFFERENT MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAE UNIT OWNER (if also property owner, write "SAME") SAME 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 02-1933 (530)538-7541 BUIL IN ERMIT NO. TELEPHONE NUMBER ,c. 9-4-02 IGNA URE OF LOCAL AGENC IC DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION SKYLINE 1973 HOMETTE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEJNUMBER 03751435X/U 42 X 24 M106496/M256441 SERIAL. NUMBERS) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 066-170-030 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. COPY of Document Recorded Rb!.COr:i<VC: RC (1UFSTED.13Y: i 05 -Sep -2002: 2002-0046319 Has not been compared with original 1 BUTTE COUNTY: RECORDER.. . AND WREN REt.01 S1!ED MAIL TO: l3UTl'(i*.C-01fN'TY. BtALDIN(i [)).VISION{ : 7 COUNTY CIiNTGIk'ARIV.F. OROVF.tlL.C.::A 94965 ` SPACE ABOVE, THIS L11NF-F0R'1kf,CnR0ER U6E ONLY N07%ICG'OF.MAN UFA(�i URED HOME. (MOBILE HOME)'OR COMME'RC'IAI. COACH, I1VS'VALLATION ONA FOUNDATION )SYSTEM ' . Racord tq� qk tliia dOcutrlept ttf the request of the locnt ebency indicated is in accgi,'dance with California Health and Safery Code Section ? 18551.. 'Ijis°iLocumbrttt {s evidence that sxleh local agency has issued u ccltificaie of occupancy for installation of the unit described. ;, hcrcon; uptvic rlie:rcolpioperty desciihectvlrFth certainty below, ae of the date-of'recording.. When recorded, this document shall be ' indexed' }+ tha t'oranry. 'ieciiriier.to the -ti iwA $water of the real property und,shell be. dee/ned-to give cortsttucti.ve notice as to its contents -.10-ail pI<e o`Its;thereafter.de'aling vvirh the reaj: propetry. `. TihUG�;:I?. SN1�D'.ER:A:ND NATRItt:E, SNYI)Ef� ' BLIP-TBUr-TE COUNTY BUILDING DIVISION MAL PR,.Yt)Y!NRTuLI45 R.• LP04L 1207 At.f1' ItSttINPERXIJT M C ., rt( rv,OF ocCVPACY 3:1=N TCOUNTY CENTER DRIVE_ MAMMA "1667 _ M U1.Mti'MDRES ; ' _4J11`` L)1 fi/IS ITT 84040 OR.O��i.1_.LE; BUTTE ('A 95965 , ;`?'~ ,lk1hJXY ,TATO. ) ZIP CtT1 'CoumY STATE ZIP NITAfL(3'dC 0?' -19.3 (531))538-754! ktTALCA :' ' R L 1 M: AAgM' SS: IP UIpPpQ .M - k. tYL1iW10Mi NUMBPA 1VIACI Y.. .. 416ttINA ' •ER>•aA:ii AIJ"•.: CA 95954 CITY'LINOF LOl'Al., AGLNG IflSAF: tPAr6 'UNIT U1V 4dttpj+►wy o•�nr.� a:•SAME"�— . DEAt:'dR tlkl�tE'ftrner odtelcr a+lc, mixt "NONR't . SAMA;; AIA11,Ir10:sF _ ` NONE i DEALS , IXTNU ND. 4. • • 9TATL' .. 'i ZIP ' ifhiiT bliilrFiij�:... .. • .• $IYI1J,;• . :: � .. 1473 1 77 . �*•�TT�-••TT7 '0375 qq QQ ��/l �'� 1 OATMOF MANUFACTUkE ! 4';7`J�V U .1. --•.- MOVEL NAMIyM.,Maell. 42 X 24 M106496/1YI:256441 yliRiALt+ll s) - 'e LFjaGilt Y wlOrll .` • '• '. StcNwtn9rl,NlrMs►Pnlx) �Al �AOPRIL;Yt�IA rl t4'N •r. .. . • stu:' ASSESSORS pAleCILNI!nn1ER A.P:".#: 066-1-70-030 .. ����------�-- .. -- .. ... • .. �-..1111__---_._.-,�...�..:_.. ' IiCP FORM 433(A) 111M 8/91. Wk1rC •'rq;r7FReeenda . CAN4V • t1CD PINK- AWi V4: '. (jll 0ENROD•pvlldiny 1hpl. ..t • `t♦ BUILDING PERMIT NUMBER: 02-1933'- Address 2-1933Address or location of unit: 13760 ANDOVER, MAGALIA, CA. 95954 'Legal Description of Real Property:. A.P.# 066-170-030' r SEE ATTACHED (x)_Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation, system -' pursuant to Health and Safety Code Section 18551. .} ' Owner's name: BRUCE E. AND PATRICIA E. SNYDER Owner's address: 1201 NORTH 3150 EAST, LAYTON, UT. 84040 .: INSIGNIA OR HUD NUMBER: • M106496/M256441 y SERIAL NUMBER OR V.I:N.: 03751435YfU v MANUFACTURER'S NAME: SKYLINE + YEA : ' 1973 ` OFFICIAL APPROVING INSTALLATION: DATE: 9-4-02 .r PHONE: (530) 538-7541- H.C.D. 38-7541H.C.D. 513C Order Na 3-186334 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCAISED AS FOLLOWS: ALL THAT CERTAIN -REAL PROPERTY SITUATE IN THE COUNTY OF BUTTS, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARC=L It LOT IS6, AS SHOWN ON THAT CERTAIN MAP GN'PITLZD, "PARADISE PINES COUNTRY CLUB aSTATSS UNIT NO. 3°, WHICH MAP WAS FILW IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, OCTOBER 13, 1971 IN BOOK 38 OF MAP9, AT PAGES 64, 6S, 66, 67 AND 68. CERTIFICATE OF CORRECTION RECORDED AUGUST 24, 1973 IN BOOK 1858 OF BUTTE COUNTY OFFICIAL. RECORDS, AT PAGE 409. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LJWD. AP NO. 066-170-030 PARCEL IIs A NON-8XCLUSIVB E"ZMENT OVER LOTS A, B, C, D, E, F AND G (THE COMMON AREAS) OF ' PARADISE PINZZB COUNTRY 'CLUB ESTATES UNIT NO. 3. WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF TRY COUNTY OF BUTTE, STATE OF CALIFORNIA, OCTOBER 13, 2971 IN BOOK 38 OF MAPS, AT PAGES 64, 65, 66, 67 AND 68, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR .UNITS IV, VI. VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB 8$TAT9S UNITS 1, 2 AND 3. r - e - CF.'i'ri. ...1 I i '�_ �d�;i.,r, .F •r:i"�T. illl':,��'�'e. FII jJ';*1'�'a STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY GRAY DAVIS, Govornoe DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Division of Code* end 91andaWs 5wG Ati � Q Title Search Date Printed : 07/17/2002 Decal #: LBB3110 Use Code: SFD Manufacturer: Original Price Code: ACS Tradename: HOMETTE Rating Year: 1974 Model: Tax Type: LPT Manufactured Date: 00/00/1973 Last ILT Amount: Registration Exp: Date ILT Fee Paid: First Sold On: 03/14/1974 ILT Exemption: NONE Serial Number 03751435X 03751435U Record Conditions: Registered Owner: HUD Label / Insignia M106496 M256441 PPF Exempt Voluntary Conversion to LPT Length Width 42' 12' 42' 12' PATRICIA C SNYDER BRUCE E SNYDER (Joint Tenants witli Right of Survivorship) 13760 ANDOVER DR MAGALTA, CA 95954 Last Title Date: 05/27/2000 Last Reg Card: 05/27/2000 Sale/Transfer info: Pricc $7,000.00 Transferred on 08/19/1999 SitUS Address: 13760 ANDOVER DR' MAGALIA, CA 95954 Situs County: BUTTE Inactive DecaVDMV: DMV LA9713, DMV LA9714, DECAL AAV8856 Open Escrow: MTD VALLEY TITLE/ESCROW CO 7084 SKYWAY PARADISE, CA 95969-3954 Escrow F'llc No:. 199503MV Pending Buyer: LOREN LEWIS Dealer Name: None Reported Escrow Opened On: 07/17/2002 Expires on: 11/14/2002 *•« END OF TITLE SEARCH ""'- RECORDING R UE �j� , EQ ST6D BY tJ ' BIDWELL TITLE & ESCROW COMPANY Order# 3-188333 AND w11EN RECORDED MAIL TO PATRICIA E, 8NYDSR 1201 NORTH 3150 EAST LAYTON UT 64030 III Ili( 11 II ILII I II I illi it (11111 III 1999—tlatt�3�52tt;a Recorded Official Rscordc I REC FEE 10. M I TAX 51.70 CouTEf j COUNTY OF SUITE ;fe,,;P CMM J. BUSS I PIRY 0Io(sm I Assistant I Vickie 0919W 19 -Avg -1999 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDERS USL APa 066-170-030 Grant Deed a7 THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The undersigned grantors) declare(s): Documentary transfer tax is S51•70 - ( x) computed on full value of property conveyed, or ( ) computed on full value ICSH liens and encumbrances remaining at time of sale, (x) Unincorporated area ( ) unincorporated area , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WILLIE WHITTINGTON, A MARRIED MAN, AS HIS SEPARATE PROPERTY AND MELVIN WHITTINGTON, A MARRIED MAN, AS HIS SEPARATE PROPERTY AND DUANE WHITTINOTON, A MARRIED MAN, AS HIS SEPARATE PROPERTY hereby GRANT(S) to BRUCE E. SNYDER AND PATRICIA E. SNYDER, HUSBAND AND WIFE AS JOINT TENANTS 0 the following described real property in the unincorporated area County of ouTTE State Of California: 8SE ATTACRHD SCHSpULN C YOR xvoAL D$BCRZaTION I �4 Dare August 11 �9 / LLIE WHIT 1;,7ION / DUAN$ WITTINOTON/ Saw or Cali Coun of } SS. e 1&64t. l lkPublicY'�'VioaAYtrand for(VQIV (Kron me. (Wl"aW1 personsuy Known to me (or proved In me on the b1sis or satisfactory evidence) to be the Person(%) whose name($) is/are subscribed to the within instrument And •clrnmvlod$cd to Rte that he/:he/they executed the Sane in his/her/their authorized espaeity(les), and that by his/her/their sigruoste(s) on the instrument the person(s) or the entity upon behalf of which the porson(s) acted executed the WITNESS my hand ^ official Seal Sianaturc IJV MAIL TAX STATEMI M To W. EENA MUNOZ r, N A COMM./1218299 NOTARY PUSUC-CAL00ANIA j COUNTY OF SUITE ;fe,,;P Comm, t:zplros Atey 8, i00� (111is >,tea Ior official nntxrial st;al) a COUNTY OF BUTTE - DEPARTMENT OF DEVECtPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 066-170-030 ZONING P-1 BUILDING PERMIT OWNER 1, PlUICIA YMMMONE SO. FT. OCC. BUILDING VALUATION 1008 R 54,432. .OWNERS MAILING AD RESS 1901 NORTH 3150 EASI, *LA)=N, !JT 84040 CONrRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS 466 CIRCIF DR OFLVIUE� CA 9-59-696 CONSTRUCTION LENDER , Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 437/2 $ 218.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3.00 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 261.90 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome JV Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: FX M14 PERM END EX SITE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 800V OR UE Main Service zo AOR 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 fuI force and effect. % License Class Lic. No. �/76 3 f _ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING Occup. OR ADDNS. ( a ACC. S. so 3.5¢FT. NONRE ID. MULTI.OUTCUITS T @7,50 POWER APPARATUS a sINGLE ouT. C R. Ex. Occu OUTLET OR FDRURES 20 @ 1'00 aAL @ .so Ex. Occup. OFlxuT ETSA Aa ) F 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Crave 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. urance carrier and policy number are: My workers' compensation insurance Carrier u^ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 comply with those provisions. 7 X Date / �� _ Signature of Applicant - O Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 311.50 HAZ. D. FEES IMP O COF pAROEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / ? ,4 By D e ?( J PERMIT EXPIRES ON Dele ReceiptNo.ih0557�11 5(1 WHITE-D.D.S.-B.9"' CA TARP• §NSOR PINK -INSPECTOR GOLDENROD -APPLICANT . -'i" � , .•, ! 7 ♦ F ipe � . "u RF:+ l ! `{t? -`Y -•u� "`+• iw n r -ft .r x� t.i:.;'-.h'ba3.{��` . �.:zr.r r �:+itii� '� h Yrr :,;: �, •A .,.i.�� F r3'� �a...� r, .:� , ,� t+s..'!,.-�a--'fpl-, • � COUNTY OF BUTTE -DEPARTMENT Qf�' EVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 9$,965 Phone (530)538;7541 Fax (530)538-2140 r ERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMrBlr Proposed Building Use: //L Counter Technicianl. !/t✓ Date: terns required in order to apply fora ermit. All boxes 1VIUST be checke O marked NA in order to apply. Plot plans, 3 or 4 sets, signed, y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. O 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. i ❑ 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 .................................... 0 10. Letter of intent for non-residential buildings....................................................... ' 0 11. Detached Accessory Building Form filled out by the owner: .................................... 0`12. Hazardous Material Form...............:............................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) G,, 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ '1t5. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in 0 17. :City of'Chico Plumbing permit..............................................................°........: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ................. 9. ❑`19. Pliuuiing approval for (A) Use: (B)Parking: (C) Parcel Check: 0 20. Contact Land Development about ❑ Improvements, ❑ Drai age.., ...........-..J .............. 1�Encro�achment�Permit for dr' v way to t u lic Works pt. (co struction approval prior to occupancy).',. re -Inspection for required ................ " ❑ 23. Contractor's license in/ormation. (Num er, Name Style, Classification) ...................... r ` ❑ 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.............................................................. 2�.Wng violations and/or,,expired permits.....................Z0r30. nt De `iM�II: Thle Statement of Facts, ❑ Letter from Legal Owner, heck to H.C.D. $ ❑ 31. Other: When issued Telepho6e �i and hold for pickup. -I have been informed of the above items and requirements for obtaining a building permit. Applicant: /�`� Date: 1. Index permit applildation for the -Above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, ,owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date:Structural approved by: Note transfer by: Date: Yellow: Buildine Division J Plan Check Letter _Date: _ _Date: Date: Date: I II., COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION y 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N! (Rev. 12/66) APPLICATION AND PERMIT - Da-l1q ASSESSORPARCEL Nu /. 2omw _ / BUILDING PERMIT ow S TELEPHONE C. B I I G AT4 ON OWNERS MAIU AD CO ORS MAILING CONSTRUCTION LENDER LENDER'S MNUNG ADDRESS Fireplace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee P $ 2 O. O C ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee S Plan Checking Fee S BUILDING ADDRESS / / /\ Energy Plan Checking Fee S S PERMIT FEE S LAT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome.,"her SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 -- TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [I installation ❑ Other Describe Work: Each gas water heater or vent 15.00 Gas i in stem 1 - 5 outlets pg 15.00 sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOV OR LESS sooA oR LEss 23.00 SRA4�PiERMVIFEE SPAY i C) 5--71 ��� A,,,4 .�7 Nkri1 � Main Service Zow TO 1000A 46.00 NEW CONST: OWEILING OCC50. OR ADDNS. ( 6 „�, gLpUP. S. 3.5¢R_ NEW CONST. MULTI -OUTLET NON-RESID. @7,50 PSjr APPAMTUS ' 8 SWGLE OUTLET CIF. OUTLET OR FIXE1O 0/00 OCCU BAL 9 .SO EX. Occup. OFIXED APPlFsUTLETS . EA S.00 Temporary Servi 23.00 bile Home Facilities 20.00 NlisWiring 23.00 S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation P T FEi: S Mobile Home In ntion Fee $ Energy In Fee $ OCC CONST. TYPE TOTAL FEE $ HA2. D. PEES IMP D COF PMC0. PO HO ISS This permit is hereby issued d/ r the solutions t provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ro a LOCATION: CONTRACTOR: PRE-INSPETION PRE -INSPECTION REPORT DATE: ir, 4aP.#.G ' �„� Tc -I DATE TO INSPECTOR: I 11 v RMIT HISTORY:( )NONE (e)AS FOLLOWS: BUMDING INSPECTOR'S REPORT Building Description: Comnx=iaWsage: Residential/# of Units: Currently Occupied Abandoned/Vacant Electric: v Yes No Electric currer•tly On Off Condition of Electric Gas: / Natural Propane None Currently On �- Off Obvious Problems: Sanitation: PlumbingWorking_ v Well Working _ Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE. i ,H R -DOW Inspector. ,aP 2t 36?2---700. Date - r 11 Sketch buildings on revers- and indicate location on properti COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Ca;-fornia 95965 • Telephone (530) 538-7541 PERMIT lRev.12/96) APPLICATION AND PERMIT ASSESSORPMCEI. Nu %t� • ZONNo _ BUILDING PERMIT oA S Te Ne C. B I G ON OWNERS MAID AD 11 I 7—n 751 5D 19to Itf 9W C CTOR'S NAME r� T -o 9 /� CO ORS MAIUNOIQ CONSTRUCTION LENDER LENDER•$ AWUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee W ARCHITECT OR ENOP+EERS MAUNO ADDRESS Permit Fee Plan Checkin Fee WILDING ADDRESS r �77 � r\ ` U Energy Plan Checking Fee $ IAT NO. SUBDNLSIONS NAME PARCEL MAPPLUMBINTFeeUSEOFSTRUCTURE APERMIT SF ❑ Duplex ❑ Mobilehome,"her sPec�v Each TrapSolar or heat u Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S GF— Q20.00 PER FEE S ELECTRICAL PERMIT Fling Fee 20., Main Service OtoOOvw ORoR LEss INS 23.00 •NEW -��Temporary SRA OCooling ��� � �' t _ Awwo4occ • ICA"By Main Service 200A TO IOOOA 46.00 NEW CONST: ( DWELLING OCCURSO. OR ADONS. 6 ACC. aws. 3.5¢R. CONST. MULTFOUTL.tT NO"ESID. 7.50 POWER APPAA US 8 SWOLE OUTLET C10. EX. Occup. ovTtET OR FDrruREs SAL 20 (9,400 yO EX. OCCU FIXED APPLNS. OUTLETS EA 5.00 Servi 23.00 bile Home Facilities 20.00 tNolis Wiring 23.00 4PEiRMVIFEE $ MECHANICAL PERMIT Fling Fee 20.c Heating Hood 6.50 Ventilation P T FEi= S Mobile Homq In ation Fee S Energy In Fee E coNir. Tr P! TOTAL FEE $ SC 0. FEES IMP D CDF PARCEL PO ND 4 This permit is hereby issued der the applicable provisicr of the Butte County Code end/or Resolutions to do we indicated above for which fees have been paid. Date PERMIT EXPIRES ON a, 6, Ids Cd rn cd EQ 74 0 R, mamm U, PL" ,96 Tot a �K' n d O C c p b/EN peeK 7p O G O � t � 9dp2 ��8 a 745 N � m 0 1 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 COUNTY BUILDINGMMrr-il-r A P P R:u V L. Release Date 8/13/2001 Engineer Approval 26070 1 BVI HEALTHVki `A ptc- gf,85s1 SUBJECT TO C0R:7CTI0NS ATOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULAT:J::S State of California Department of Housing amd Community Development NONE- NO. 9/—/� Plan Approval Expires CI — . For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.bedown.com 11 ie 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 orfrom 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 de9cribed in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. c Page 2 California t%/2001 56 i ma Maximum Pier Height (Wind Zones I & Hy) Figure The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones 1 & II only) rigure - 5 in. lax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less 'under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 California /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 TIDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2'- 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. 1~ Page 4 California 001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 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 Califomia 001 �l 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 Califomia 001 Set -Up Instructions for VAi+��r Cve.4-0..« -"GAAA A (Kit Long U -Bolts C 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 t�� California 4/2001 Vector Dynamics Metal Pill 'Irrviiiit�Z 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 Installation: for rocky soil conditions MW 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 inchestgafhe 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 S/2001 Vector Dyna ics Foundation systems _ e nom;cs Component Parts List Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 4. 112 112 42 ®®® C Cn. e s o — ®o a ®o c Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 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 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System ® o 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z m4 0 ®,a o O O ®o o ®o 0 Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store te55Ute c�ea�edl AxalP `, ea. XQo 2ea.2 AOQVGe�pe A" Slreav\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. e e o�a o ®0 0 0 � 85 Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625"x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Part # 59282 6.25" x 2.52" x 3" 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" Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ®_ ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Page 713 o Protecto-Strap Carriage Bolt w/Nut & Washer e Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors as Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" a PVC Adaptor ® _ Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" I LI 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' c 59736 16' Frame Tie w/Hook 0 8 ft. P/N 59195 Earth Anchors 10 ft. P/N 59210 12 ft. P/N 59211 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 i 6f Earth Anchor Stabilizer e He : < . V Driv ad �s; 12" wide Part #59269°:::_ ,. :a,- Black Paint: Part #59292 Galvanized: Part #59294 o"® Drive Rods 7" e o ® o Part #59113 1 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) r ctor } or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). -The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. 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 pa for concret( Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge c California 8/2001 Vector Dynamics System for Concrete Applications s Y' Instructions for Vector Kit #59008 ( g for single stack blocks) ctor or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2°. 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" 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 Vector pad for concrete Concrete f c U -bolt Pae 9 9 California 6/2001 (Q CID O ,.-- WIND ZONE I Vector Dynamics Systems Required I I . for Single Section Homes (Materials Required) ta\ta��p°mye ct\°oma p9\ese,Stotsn° °me oe(a EXamsnoWMost be to \\\usUat\dsp - _ �1` ds an ' n WIND ZONE I tv o (not to scale) N` co N 0 2 sq. ft. pad O ••.-- -1 .. .......v ......... -'Q.o u.o.anaavn 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 K'2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0to72' 3 2 73 to 90 4 3 • Anchor and stabilizer plate combination Each Vector Foundation System requires Y One Mactor Kit, 2 slotted bolts Y 2 ea. 1-1/4 In. lies, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member 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 1 Single Section Homes Difficult Soil Conditions n home Ines' sectio n for sYsteUal guided 1e jofvee n rna _ 1 `e Of a 7n fat sP c%me W%statlatto I EXamPsho`�s 9eus be to ° I ous1rallo sPaOIn9 dgon Pads and Foun 1 ` � ` (D ; , tR .a ♦n i..;Vti:.. 0 v O N N 0 0 WINIFEW.. V -Drive anchors are used only in WIND ZONE I (not to scale) 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 manufachrers' installation Instructions andlor state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. 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 bolls Required q Per Side " • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression 1 member (center compression member only) • or t 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. N CD N Metal Pier Sets ZONE I - Vector Dynamics Systems Required for Single Section Homes Up to 72 ft. (Materials Required)--------------- <�on hom ems �;de\�nes , of aenefa S93c'n eotinst3l\3tIonm3 -� - EXamPshoWs 9 ust be to OM ♦ 1 ' �Ilaast and sp3c1n9 m ' 1 ♦I 1 1 rY - - - I � •__-_ - - ISS � 1 ex o c.tYP• ♦ 1 3q N. m ♦ f , �r 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 - Nncnor ano staoiuzer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. T (D W c 0 A a N 0 0 WIND ZONE I _ Vector Dynamics Systems Required , - . ' - - - " " " SectioV h y terns- gu�de,\nes for Double Section domes _ - - - - - " f� d "aye f `'e°t �� mangy - f a 2 t pactn9e°.. stat�a On (Materials Re uiredl--- "- ,p\e 01 a netaet°h°m q _ - EXa show ust b F ; " \W3st r atria SPacin9 pads I \ ' undatton_ , \ `I 3;;• -- - 1 � �� a �."i 4 fl.Imax•o.C. •.�Ii+ — " ' _ Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. %2 sq. ft. pad/ NOTE: Vector Systems should be spaced as evenly as a is practicable along the length of the home. Pier spacing must be consistent with home maMachni s' installation Instructions and/or state requirements, Soil Classifications: 2, 3, 4A, 8+ 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 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 T.DE adjustable steel strut 0 N O 3 IN 00 N O 0 WIND ZONE 1 Vector Dynamics Systems Rel for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum iuired --"'' me es. 'lines• SPp% Op tot sY ancat'vide ' I aMP .0 g t� be�h mei �staitattoa csh acs (1\lustranrto d a ` Focedauon Pads ..\� I .. 2 \ � WIND NE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (47251b. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable stearstrul t TIE DOWN 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 NE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (47251b. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable stearstrul t TIE DOWN N (rte M CA n O N 00 00 N O O WIND ZONE II (Hurricane) Vector Dynamics Systems Required y 1 1 ♦, , for Single Section Homes home S Imes (Materials Re ulred} - --- " - 1e sect%00 f systan ai C313 I , q - ' _ - 2 �� St aging 10f s atiation m e)(3 sho fsgels;be ohometo - -T ' " wostfat%o Spacing m ' I Fo dation Pads a - - _ " " - ♦1 I _ 1 ♦♦ \\ — f.:.:fix;'. .III — _ f _ te WIND ZONE II (not to scale) \2 sq. ft. pad/ •NOTE: For single section homes with eaves that exceed 6 inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut 'a" ,150 pounds per st report. Soil Classifications: 2, 3, 4A, 81413 the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 2 Ma 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. 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 membe • or 1 TDE adjustable steel Strut N (D rn OD N 0 0 WIND ZONE II "----T Vector Dynamics Systems Required _ - - - " " " - - m ` ♦ �_� e for Double Section domes .. _ _ _ - ao�oe ioct%\jeto( os � a� gotdetine (Materials Required) _ " -' ' f a 12 it , OO cin a a11at'_ �111ustra�d spacing m a 1 _ undat�on pad S_ .h Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements Soil Classifications: Soil Bearing Capacity: Anchors Required*: 2, 3, 4A, & 48 1,000 PSF minimum 30" with 4" helix anchor (5905), 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 bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) n N O 3 a) N O O Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home installation manual. sq. h. pad Soil Classifications: Soil Bearing Capacity 2, 3, 4A, & 4B 1,000 PSF minimum Home Length Vector Systems Required 'Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. 4 a 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 3092-78B� r FSEFtAAIT NO. t PERMIT EXPIRES Wayne Wrig t OWNER CONTR. owner LOCATION (A.P. 66-17-29 485 Andover Dr., lot 156, CC#3, Magatia r, ;1 }- Temp. Power Pole " Called PG& Temp. Elec erv. 1� Call PG&E Temp Gas Serv. Called PG&E J O B j FINALED "2 (Date) (Signatur r 1 BUILD Setback "7 Forms Main Bldg. Footings Stemwa I I Slab Piers / L Garage u: Footings Stemwa I I Slab Carport Footings Slab Patio j Footings Masonry Walls Reinf. Steel COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD IIW BUILDING (Cont'd) PLUMBIN Firewall Soil Piping { Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Siding To out Roof Sheathing Water PI in Roofing Sewer Fdn. Vents Fixtures Garage Vents j Insulation Water Htr. Heaters Prov. for ph sicall handicaped Conformance of -ex. structure Appliances Gas Pf in & Test Temp. Gas Final Sanitation FIREPLAZE Final Footin Throat Final FIRE SPRINKLERS i-raming t Test Water Htr. Stucco : Final Subpanels Mesh ; MECHANICAL Grd. Fault Prot. Scratch ( Heating Service Brown ( Cooling Temp. Pole Finish j Ducts Underground Interior Lath ! Ventilation Permanent Door Closer i Final Final MOBILEHOME UTILITIES ------------------ Per. Service Elec. Pedestal Water Piping \! Sewer Gas Piping MRB16EHOME INSTALLATION - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) ELECTRICAL COUNTY 0 -F, -BUTTE' — DEPARTMENT OF PUBLIC WORKS • � 7 County Center Drive' _ Orewille, California 95965 Telephone: 534-4541 jU1� APPLICATION AND PERMIT AA I autnorize representatives of the county of Butte to enter upon the This permit is hereby issued under the applicable provisions of above-mentioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. q X DIR OR OF UBLIC WORKS at / �CJ Si ure of Permitee or A ,S 7 Date Receipt No. —k 7 ^/f White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Building permit expires Date (� / BUILDING Owner ��{ t SQ. FT. QCC, BUILDING VALUATION Mailing Addres o -w t.' Tel hone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address h vt?� %�K, AK, Planng Fee&/or Penalty Permit t Fee — p 6 C CW PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1,50 Repair drainage or vent piping 1,50 /Water A. P. No. 10 177 Zoning 8 Planning piping 1.50 Each gas water heater or vent 1.50 F E&4 tj o FireDept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcelyap 60' R/W I Improve nts Each additional outlet' .30 Building sewer 5.00 Bldg, P s Rec eld ParcA royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service soov OR LESS 100 AMP OR LESS 5.00 `�'� Single Family ❑ Duplex ❑ Mobil Home lid Others ❑ Main service EA. ADD -L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGS.LING CCUP. 4� 20sgft CONTRACTORS LICENSE LAW State of California Business & Professions Code under the name st y le of: NEW CONSTR BRANCHCIR-OUTLET NON.RESID, BRANCH CIRCUITS/ 2.50ea NEW CONSTR. (POWER APPARATUS & •', Ex. Occuo(OUTLETS OR FIXTtIRES 50 BA@� E x. QCCU FIXED APPLNS, OR p•(OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation f#2.00 Hood Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $. TOTAL PERMIT FEE $ — autnorize representatives of the county of Butte to enter upon the This permit is hereby issued under the applicable provisions of above-mentioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. q X DIR OR OF UBLIC WORKS at / �CJ Si ure of Permitee or A ,S 7 Date Receipt No. —k 7 ^/f White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Building permit expires Date (� / A Y fj k.- C C- 7— !�F, 1.56 C)ev 15CAL-Elr— vet be 0 0\ 'S 7' NATE:—SII aten 1P - Accordance wA R-r:no- II -el r,4-,-' of a quc-.Iif,, in +6P Uniform 13041nri, 9- 'Ir-c;hanicv! ^odes and the National Ellccfrical Code. /V 7 /1 0. I zc_ 9A411 57 N C -V. AcLL 1 Oob o J I. J/ Propon-ty owner will be responsible V I Z49 ter all dir-mCes or irro-vionir.mce resulting fioi--i dc.,/c:opmcrt or BUTTE COUNTY OccOP-McY of Property prior to corn;)14ion of public facilitins. BUILDING DEPARTMENT R6D W -F D f] J I. J/ Propon-ty owner will be responsible V I Z49 ter all dir-mCes or irro-vionir.mce resulting fioi--i dc.,/c:opmcrt or BUTTE COUNTY OccOP-McY of Property prior to corn;)14ion of public facilitins. BUILDING DEPARTMENT R6D W -F D lg6 jS po Tap red f o- be rn..Nigh goin - Aw rails OP=f. / F 40 co 'Ffsov4F (;42Ap4F , "Awl" 'V6 Burs. COUNTY BUILDING D6PAI7TKNI AP,PRbVP.-D -NLS�K�Al 11 73 ( PERMIT NUMBER B 1940-73B L4 v P E PERMIT EXPIRES �—! PL --7 :* OWNER Wayne Wright x CONTR:.0 & M Electric, Magalia r LOCATION (A.P. 66-17-23 :- 485 Andover Dr., Lot 156, P.P.C.C.#3, Mag. a f jf z A 9 1 1 S 3 � . "t COUNTY—OF BUTTE i rPublic Department"of Works ;. BUILDING INSPECTION RECORD Zoning"• �., # Setback Forms Foundation i �� Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing ,r_ 3 J_ 9 �C� Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS C .. 3 � . COUNTY OF BUTTE — .DEPARTMENT OF PUBLIC WORK Telephone: 534-4541 S 7 County Center Drive — Oroville, California 95965 j APPLICATION AND PERMIT 640-73 C/ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date 6J ��173 ignature of Permit a or Agent Receipt No. ,z6 1� 9 9 — 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 0 PUBLIC WORKS' L� By L?if�l Date_ 'f 2--% Building permit expires BUILDING Owner-" — " SQ. FT. OCC. BUILDING VALUATION © 4V U U Mailing Address Telephone No. Fireplace Contractor /�� / ZE - C_ Total Valuation fjC% j Mailing Address Permit Fee Plan Checking Fee&/or Penalty A_ l L/ Telephone No. Permit Fee $ $ Building Address N PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 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. — 2- Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fed W.�. SaniTafion FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel 16'eclaration Parcel Ma P 60' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approv P I oQ4—A15JFro7v61 Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 C Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbal�dT5 Receps., switches & fix outlets 20 25 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of lifornia Business & P,rofessions Code under the name style Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 , - ,, License No. 7 Classification —�-V Misc. wiring ❑ 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. F7f I have placed on file with the County of Butte a certificate of 1� Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ < QL authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date 6J ��173 ignature of Permit a or Agent Receipt No. ,z6 1� 9 9 — 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 0 PUBLIC WORKS' L� By L?if�l Date_ 'f 2--% Building permit expires COUNTY OF BUTTE DEiPARTMENT OF PUBLIC WOR 7 County Center Drive — Orovi lie, California 95965 Telephone: _%ai 534.-4541 APPLICATION AND PERMIT authorize representatives or the County of butte to enter upon the above-mentioned property for inspection purposes. X Date 3'S'` Signature oof^f�Permitee or Agent eipt No. �CLJ� _ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -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_/ 5-71 _ Building Permit Expires Date BUILDING Owner ` tj SQ. FT. OCC. BUILDING VALUATION Mai l i ng Addreda q S I41V A.1 iiA A Ll e— ' Fireplace Contractor A4 1�a Total Valuation Mailing Addre Da f CJ Permit Fee Plan Checking Fee &/or Penalty s Permit Fee $ $ Building Address (roc1coil_ LU'- — PLUMBING No. @ FEE PERMIT FILING FEE $2.00 D L/-gS , . Each Trap `S Repair drainage or vent piping 1.50 Water piping 1.50 „S Each gas water heater or vent 1.50 A. P. No. Z Z Gas piping system 1 - 5 outlets / 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanitati Planning Building sewer 5.00 , 0 Plans 4� Fees - W. C.4--_ R/W Encroachment Lawn sprinkler system 2.00 NEW ADDITION ❑ OTHER ❑ Permit Fee $ Jo pp $ jj 17 �y�` ELECTRICAL No. @ FEE PERMIT FILING FEE / $3.00 q a P Main service incl. 1 meter I T.00 O 0 Additional meters, each 1.00 USE OF STRUCTURE Single Familyw Duplex ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures bal (610 Receps., switches & fix outlets b4a 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. , , Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring 9 k v /Sa 0 6 00 License No—1-1 Classification A ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee $ pv. 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. -have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ $ I certifythat I have read this application and state that the above pp information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby tote Fee far Strang Motion $0.07/$1000 Evaluation note Fee for n n gMot $ TOTAL PERMIT FEE -$9/1 V0 authorize representatives or the County of butte to enter upon the above-mentioned property for inspection purposes. X Date 3'S'` Signature oof^f�Permitee or Agent eipt No. �CLJ� _ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -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_/ 5-71 _ Building Permit Expires Date �. 663-78B,E PERMIT NO. PERMIT EXPIRES Wayne Wright OWNER CONTR. E. E. Wilson, Paradise "LOCATION A.P. 66-17-29 .485 Andover Dr., lot 156, CC#3, Magalia p I�. f, p , r ,r M1 p , Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED Xe (Date) (Signature) i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS Mesh BUILDING INSPECTION RECORD SuD aneis Grd. Fault Prot. Scratch BUILDING BUILDING (Cont'd) Brown PLUMBING Setback Firewall Soil Piping Underground Forms Parapets 1st Floor Door Closer Main Bldg. Restroom Finish 2nd Floor Elec_ Service Footings Windows 3rd Floor Gas Piping StemwaII Siding To out Water Piping Slab I LRoof Sheathing Water Piping REMARKS OR CORRECTIONS Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Stemwa I I Garage Vents insulation Water Htr. Heaters Slab Carport Footings Slab Prov. for physically —handicapped Conformance of ex. structure Final % Appliances Gas Piping & Test Temp. Gas Sanitation Patio FIREPLACE Final Footings Footing ELECTRIOALt Masonry Walls Throat Rough ZQ %7 Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framine . --2� < % T..# I Mesh rinai MECIJANICAL SuD aneis Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final 7 7 MOBILEHOMEUTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping OB16EHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) .. .000NTY­O:F,,;�UTTE. — DEPARTMENT OF PUBLIC WORKS r , 7 County Center Drive — Orovi Ile, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT • BUIL • ING Owner v% Gs- I /7 SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor ,-j�• �Df �, J �.�' Total Valuation Mailing Address UJ X41 L Permit Fee Plan Checking Fee &/or Penalty R dd•lei LonqN 3 Permit Fee $ _ c (� �. Building Address v l/ Q" PLUMBING No. @ FEE PERMIT FILING FEE J$3.00 4 slo Each Trap 1 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 ' Each gas water heater or vent 1.50 ­-a A _ 17 A. P. No. �p Zoning &Planning Gas piping system 1 - 5 outlets 1.510 Each additional outlet .30 F W. Sao + Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA I Parking Plans ParcelParcel Declaration Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. ans Recdro Parcel Approval Pans Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ NEW No. @ FEE PERMIT FILING FEE $3.00 7 Main service 100 AMP OR0V OR LESS5.00 Main service EA, ADD'L too AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ OVR 60 Main service 100E EAMP OR LESS 25.00 Main service EA. ADD'L too AMP 1.00 ����� • NEW CONST. DWELLING & OR ADDNS• ACC. BLDGS. S. 4V.) 22sgft NEW CONSTR. (MULTI-OUTLE NO N•R ESI D• BRANCH CIRCUITS) 2.50ea NEW CONSTPOWER APPARATUS & NON- R. RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) 50 BAL2� Ex. Occup. FIXED A (LNS. OR LETS (RESID,) EA) 2.00 y cervi Temporary service 10.00 Mobile Home Facilities 15.00 License No.c119.Classification1- Misc. Wiring 6.25��/ ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ �• $ ORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ,❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. DiI 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 appligation 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 MECHANICAL No• @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ TOTAL PERMIT FEE $ aUUIUIILC representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X c �7 4-acoate �vr Signature of Per itee or Agent Receipt No. It ` Q0 (a 6 K5�' White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE TOR OF P BLIC WORKS By — 0 Date Building permit expires Date A Y N E W;t 7- 7- P— 0 4-- C ,0- U..0 0 0 0 00 0U m gn C) M CJ . Er a v C)> :z -E 2)19A 15 IF, -C4 I , 0 CL C-3 < L V) 4- o 77 N 4) no E 4 4. T! e- 1116 M U 26c 0 r v �0 0 u ility 'cc nne ions shall b c--I)cated within 4ff ts ide the re6i t-iird section of the obile ho 0 4'.n�k C C V) on the left (road) side f,.'the mobng' C) v -Nome. AJ %, I 1 7 ,v v / b../ .. ` - , , - Sept:c system arodleeetqv— —1 L.. All v) to be as per '4Q Butte Co my Health Dept. R& quirements. 16P AZE.-A Q1 +Z'F /2 C I N /Z (3Z6 0 �9?2zo 4 - wow 4-1 Z- i',his set of plans aniFpeciific�afions .77, kept on the job at all times and it is unlawful to make any changes or alterations on same without wr.i*en per-misson from the Department of Public W6&, County of Butte. 5'7 N C_V. ftJL-L-. WOOD ' o A0joINIpt C., L_0 BUTTE COUNTY Property owner will be responsible BUILDING DEPARTMENT for all damages or inconvenience rm!ltiq froi-ii devo;opment or OCCLIP011CY of property prior to APPROVED. rowleion of Public acillit.i�s. 2- �,7 2 0 W to 0 v LV - N� ZU t C-3 U) Ei k-1 I > W U) tj .7 Ld lei 0 Q ZI