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062-510-046
62-51-46 GEO' ROBISON ,t 55 Town -*Il Way, Berry Creek _ (Dontr: Mike urst_ _ - - , _ I ermit ;k872-87P-, (uti1;--Pay--------------- ,ELECTRIC GAS Lp — COMPACTION TEST RE -SUP-PORT . ST-RUC-T-URE- -- 'Eve 62-51-46, . - Contr: ,�easar Mercado MH 1 PErmitt- 544-87MHI Isued 0062`510-046 02-2917 INALE 1 TAYLOR, SETH &z APRIL - y 2- 55 •TOWN,HILE WAY; BERRY 1 CONT: SKYCREST ENTRPRIS NEW ,MH PERM FND EX SITE , M d � i I 1 s. �- NOTES RESIDENTIAL 062-510-046 02-2917 PERMIT NO. _ TAYLOR, SETH & APRIL ' 55 TOWN HILL WAY, BERRY CREEK CONT: SKYCREST ENTRPRISES NEW MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE i RECORDED UNTIL ONE OF THE FOLLOWING HAS EIEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE _ INSPECTOR MUST RETREIVE). i (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). 4 INSPECTOR TO VERIFY SERIAL & LABEL #'S. ` 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) �-Z_ CHECKED BY c Signature .r r` a J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete Footings; Soils -Size -Depth -Spacing -Connectors -Steel 4. Water; Location -Test -Easement Needed (Sketch) 3. 5.• Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG . 7. Well Clearance & Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance 6. Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line 11. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Braced Wall Panels 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/0 to Grade -HD Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Setbacks -Easements ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PE ENT END SYSTEM (ONLY) ing Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line Blocking ; MH Test -Demand -Valve j 3 3 Ilqctricity; MH Test ter; MH Test . Water and Sewer Connected 8. Gas and Electricitv Taooed 10. #'s with Date 11 Q,'OL,Card B-1 Q(.- U - Date /L/3d/pZ Card B-1 Date 11 p mrd B-1 Date Card B-1 l 7 G3,77 /z 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS I 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-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements ' 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready - RESIDENTIAL (Single. & Duplex) } - 2 II Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /".Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. -Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al , 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels , Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date - 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -.Sill Ht. & Dimensio_ ns 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings o 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels , 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date - FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails ; 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. ' 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter ' 75. Garage Fire Door; Swing -Landing -Closure• ` 76. A.C. Duct in Garage -Damper' '• 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under,Floor-,, O Yes. 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters C1 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection t 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy,Compliance Certificate -Other Certificates 95. Address Posted t. 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 'ryt�Cy,�+,..y"�y-r'Sw►+rt-"�w*..9r.r �sw�.warr�;,+-.---'---s+, COUNTY OF BUTTE ' BUILDING DIVISION rt DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER[ PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, nlaaca rnntart thic nffira immartiataly Date Z 7162-- Inspector REV 1 2 .s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 a7,--A7- (Rev. 1 (Rev.12/96) , APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-510-646 ZONING ITT BUILDING PERMIT OWNER a TELEPHONE _ SQ. FT. OCC. BUILDING VALUATION 1487 80 298.00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME S TELEPHONE CONTRACTORS MAILING ADDRESS 1146A HWY- 99F. CHIC07 CA 95-97-2 , CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 80 298.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 554/2 $ 277.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 320.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PERM M EX SITE Gas piping system 1 - 5 outlets 15.00 1 Building sewer 15-0015.00 Mobile Home I S I G W 920.00 PERMIT FEE S 55.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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 i -n fUl a and effect. /jp �j License Class Lic. 'No. /v7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' cc e sation insurancecarrier and policy number are: Carrier /l/'%;4 Policy Number 22TI?,3R,42 (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' compensatio provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. C/ n Date �/ % of Applicant - ❑ wner ❑Contractor ❑ Age ?SHApermit is required r excavations over 5'0"deep and demolition or construction es over 3 stories in height. Main Service TO 46.00 Wo CCU000A NEW CONST. OWEWNG OCCUP. SO OR ADDNS. a ACC. BLDS. 3.5¢F. µq°� DT' MULTI OCUp' ET @7,50 POWER APPARATUS a SINGIE OUTLET CIR. 00 Ex. Occup. OUTLET OR FIXTURES BAL 20 @';50 Ex. Occup. oFlxuTED . a� ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 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 $ 428.00 FEES IMP I FLW COF PARCEL PO H SUE' This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have By ERMIT EXPIRES ON applicable provisions to do work been paid. D e !/ 02 Dafe Receipt No. fi "� WHITE-D.D.S.-B.D. CA ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 ,Rev. 12/96) , •Telephone (530) 538-7 41 ASSESSOR PARCEL NUMBED APPLICATION AND PERMIT ©,C'7 C flit _ M 1 t/' ZOI�MNO OWNER OWNER'S MAIUNG ADDRESS ' ©� C0 SKYCREST ENT TD�V�Y�99 E. CONSTRUCTION LENDER LENDER'S MAILWO ADDRESS ARCHITECT OR ENGINEER BUILDING PERMIT vED�3 SO FT OCC. BUILDING VALUATION Total Valuation Is NO. nnn ree $ ARCHrrE-,TOR ENGINEER'SMAwNo ADDRESS Permit Fee .7 �'C' $ BUIIDwO ADDRESS i Plan Checking Fee $ C( Energy Plan Checking Fee $ s LOT NO. SUBDNlSgNBNAME _ �-+ PARCEL MAP PERMIT FEE S a PLUMBING PERMIT USEOFSTRUCTURE Each Trap SF ❑ Duplex ❑ Mobilehome ❑ Other Solar or heat pump water heater SPECIFY Water piping TYPE OF WORK Each gas water heater or vent New O Addition ❑ Remodel ❑ Utilities ❑ InstallationOther ❑ Gas I In stem 1 - 5 outlets Building sewer Describe Work: /j�/'?r�` �/Mobile Home S G W /%>ei/r�oTtVl9::i' C�Z> *PERMIT $�. SRA $ SHERIFF $ OTHER $ 14le D PERMIT FEE S ELECTRICAL PERMIT Main Service •Dov ORR LESS 400A OLESS Main Service 200A TO 1000A i OVnZT OR FIXTURES Ex. Occup, O Temporary Service Mobile Home Facilities Misc. Wirina 20.00 2.,0'-- =cling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 PERMIT FEE I S MECHANICAL PERMIT Filin T .00 .ttT. @7.50 ® I.00 so _ 5.00 23.00 20.Q0 23.00 , B Fee 20.00 6.50 $ PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ AMOUNT RECEIVED $ F7 �~ li±_H ST. TYPE TO ALF E $ D. M CO Fy� ,CJI 6SUE Y J C� This permit is hereby issued under the applicable provisions *RECEIPT NUMBER of the Butte County Code and/or Resolutions to do work *TO BE PUT INTO COMPUTER indicated above for which fees have been paid. By Date PERMIT EXPIRES ON TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attscha� Flow Plan Attochad-11:z— Sam to S.D. /_--74i� 'I` r �y OwLocation —AP# Plan Approved for: Sewage Disposals Water Supp ;. Pu lic Priv to Weil Clearance for dwelling. Other./l`ItYY. -��1� IJI C11 YYl a✓1 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER U9 Proposed Building Use: 1 `� 6 ) Counter Technician: Date: 4Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance des* •n and supporting documentation in duplicate. 6. Manufactured homes�j Data sheets and installation instruction , ) Marriage line information, Cr) Floor Plan, '--I ie 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-si ng ed 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. N Date Received By NA 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ - ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..........................:.......... ❑ 12. Hazardous Material Form............................................................................... r ❑ 13. Other Remaining it ms needed to issue the permit. (May require additional plan reviel w u on receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet....C, .................. 15 Statement of Intent for Non -heated and A/C Buildings ................................. j.`../....... . 6.,Sanitation and plot plan approval from the Environmental Health Dep men. in vT G 3-v CL /1 0 17. City of Chico Plumbing permit ......................................... ..% .. California Department of Forestry plan approval aid. Sent by. r ............ 9. Planning approval for (A) Use: a J?— (B)Parking: (C) Parce Check: 29 _0) ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Pub is orks Dept. (construction approval prior to occupancy). ❑ 22 re -Inspection for s G'7� required ................ `ffrI3. Contractor's license information. (Number, e tyle, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ...................... ❑2 . Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... O 28. Manufactured home utility clearance............................................................... �.❑ 29. Existing violatio and/or expired permits ..................................................... 30�rant Dee M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, heck to H.C.D. $ 31. Other: Ve ri V1 When issued Telephone I and hold for pickup. I have been informed of the above i ems and requirements for obtaining a building —permit. Applicant: _ ate¢ Date: 1. Indegermit application for the above items numbered: Plan Check Letter UAd2.%onal items required , designer, owner, was advised cf the above data by EB phone, ❑ mail, ❑ counter, by jI 6_Date: // $ d 2_ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: 93 Date: //' 5 — 6-L—Plans approved by: R Date: 672 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One forin per Building) '1i4 � \ School District <JI' 1 �, Building Department No. A.P. Number �`i'Ot �Ib'024<o Jurisdiction: City County Property Owner Q L b v Property Location/Address T\ t 1� Wat^x UzQ0QJ Y�l ) Subdivision Lot No. Development :.......................................................................... f -T(3Residential 0 lv I Sq. Footage No of Living Mo$ilkHome Addition/ "Supplemental to (Group R) Units l6stallation Conversion Permit # '(No foundation inspection)`:. ................................................................................................................... Commercial/lr dusty' I �r r Sq. Footage New Addition (Including Exterior Roofed Areas) )& Building Department: Representative Date (Floor Planus reviewed by School District Personnel) District Identification No. ©`� `�' 1 t ' ° r ''"jam' uKior'. i sa-1 I School District certifies that G� 1/Zj �©j� `y (Applicant) (Street Address) (PhonAumber) ems- C' -f4 iggw (City) has complied with the requirements of Resolution No. representing I '1 b 1 square feet. n School District Repet!,eenfative 'ti, Paid by Check # Remarks: (State) V ..<:�V 9 (Zip Code) by payment of $ IAB 2926 $ FULL MITIGATION $ 10' sal O Date rJ nolblk Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 6.6020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 31 -Dec -2002 2002-0072097 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. SETH T. TAYLOR AND APRIL D. TAYLOR REAL PROPERTY OWNER/LESSOR SUMN[ERHILL PO BOX 6 DATE OF MANUFACTURE MAILING ADDRESS C1-70-0379-R-A/B OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 55 TOWN HILL WAY INSTALLATION MAILING ADDRESS, 7 DIFFERENT BERRY CREEK BUTTE CA 95916 CITY COUNTY STATE 23P SAME UNIT OWNER (if also property owner, write "SAME") SAME MAnJ NG ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-2917 (530)538-7541 6�a =ER TELEPHONE NUMBER 12-30-02 SI91NAXM OF LOCAL AGEeCY CIAL DATE COT TSIN GAR ' DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO. SKYCREST 2002 SUMN[ERHILL MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER C1-70-0379-R-A/B 56/60 X 26 ULI 541759/60 SERIALNUMBER(S) LENGTH WIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSORS PARCEL NUMBER A.P. # 062-510-046 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. DESCRIPTION THE LAND REFERED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCELI: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 1, 1980, IN BOOK 79 OF MAPS, AT PAGE 95. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSE OVER A STRIP OF LAND 60.00 FEET IN WIDTH, AS SHOWN ON PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 29, 1979, IN BOOK 71 OF MAPS, AT PAGE 51. APN: 062-510-046 LOCATION: 55 TOWN HILL WAY, BERRY CREEK, CA 95916 Y.-""�Z---��rr�.r- n.--�;-�*t- ;--vr --r� w � y '*�'.q`4!"",� `�.'-`^ .."""`nom`-"- --- �i�r-;L•,.r�W... .�`--,-+.. �,FOUNDATI� N LSYSTEMV ,CERTIFICATyE OF OCCUPANCY' i.�:,• r t i�-.:s'..mtx?';a:. ° .roe.?4.+j 4.A,... BUILDING PERMIT NUMBER: 02-2917 Address or location of unit: 55 TOWN HILL WAY, BERRY CREEK, CA. 95916 Legal Description of Real Property: A.P.# 062-510-046 SEE ATTACHED (g) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name:. SETH T. AND APRIL D. TAYLOR Owner's address: PO BOX 6, OROVILLE, CA. 95965 INSIGNIA OR HUD NUMBER: ULI 541759/60 SERIAL NUMBER OR V.I.N.: C1 -70 -0379 -R -AB MANUFACTURER'S NAME: SKYLINE ,OFFICIAL APPROVING INSTALLATION DATE: 12-30-02 PHONE: (530) 538-7541 H.C.D. 513C 12/31/2002 11:43 5303429174 CHICO BLDG SYSTEMS PAGE 02 r� uS1NESS,TRANSPORT TI NAy y G CYC - ART1L1 lNT Of BIN_ 0 6d�1�1 NTA 6 {�e �_.t :'... • 14:.,1:.t. t..._......: ,:1: _: .a••3':.._. :DIYI�IOp'�Ir nYB..._ ..:::14'1!G7f3., i'r'w••••:: :- .•'. Y Y Y:�-.... ... •, ;.t::r' - :.. •%:...... :;t;:•;: MMIUFAOT R!HOU9INpP.."RAM: ---'-'--MANUFACTURER"CERTIFICATE-OF'-ORIGIN:..:.:........ �. 1 � ... _ „•„ ,. DI TTil9 N ORIGINAL (PINK) FORWARO TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 MMITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1625, SACRAMENTO, CA 96812.1826. WITHIN FIVE (S) DAVO OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. FoCNECK!F?1115!SA.OyPLICATEMCQ_ENIER.QRIG(NAI WONO. MANUFACTURED H(SM9_(A 1tAULT1-UNIT MANUFACTURED HOUSING NUMBER OF OWO (SINGLE FADAILY,bWELLII!!G). •. . MUMIH;(MULTI-IINIT,MANUFAGTURED;HOUSIN Z TRANSPORTABLE SECTIONSG', ,.,;;-:•;--...,,.• :,...• ; , : ,,,.,.;._•; ;...• ,:. ..•,; ._.• • ; .. •. . Cfll,/nEq�`twr '/;�ef`ui_^a_•n•.:. ..�c.: .. .. _.... ... _-..-. ... .. .... ..... ._-.- .... .- .., ...-.. �� .. ..-.. ... _._ OCCUPANCY GROUP:. ..:.-•':,;+: •.: •: ; .:.:..... :..... :.... - 't: •..; .;:r : .C. .: i: MANUFACTURER NAME:'-_......_:.._ ... _.._._.........•......._..._......-._ ._...... .....: ..:........... . . • .'MANUFACTURERi10ENSENUMBER: SKYLINE HOMES .INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE 20 EAST ZFAMER STREET WOOD C 95776 $ 78,879.50 SI stere Z; MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SU?m&HILL, • D948—CT l l /2Y/ 2002 NAME OF DEALEROR TRANSFEREE (OWNERSHIP TRANSFERRED TO):" • CALIF: DEALER NUMBER 'OR ' ' DATE'OF TRANSFER: TRANSFEREE DESIGNATION: SKYCREST ENTERPRISES/COUSNI GARY'S HOMES 11/22/2002 DEALER OR TRANSFEREE ADDRESS: St 468 HWY .99 twco CA State 9597 L' INVENTORY CREDITOR NAME: TERTRON iik6lCfAL ,Coo . INVENTORY•C EDITOR ADDRESS: " .(�tvzpl XENIA"AVE' SOUTH 'SUITE 300 DBN •VALLEY .•slate SECTION - MANUFACTURER SERIAL NUMBER HCO IN810NIA OR 11UD LABEL NUMBER LENGTH WIDTH WEIGHT /e INCNE6 INCHES(POUNDS) 25,565 TRANSPORTER NAME: I) &'R 'TRANSPORT TRANSPORTER ADDRESS: P.O. BOX 179 DURHAM CA 95938 (Street) Ca Slate (7tp) DESTINATION FOR UNff DESCRIBED ABOVE: •• (NAME)Sheet C Stet Z' I wAlff under WMIW-of perltay.~ we time of the Slab of CoWanu tHH the anew faw Nue Lw am eortam . EaacmftdcAI 1 /22/20Q2 of k►OODLAND VAl n 'Ml (Counpr) (`A (State) SIGNATU/F AUTHORIZED AGENT: DI TTil9 N ORIGINAL (PINK) FORWARO TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 MMITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1625, SACRAMENTO, CA 96812.1826. WITHIN FIVE (S) DAVO OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. 09/10/02 12:07 FAX 530 677 3443 . , ' ttsealolto ttenueaTiol.,r AND unlit IA TIeS o AND, West* i 0?NJWMM MOWN MM, NAIL TAX STATWtt M 10: Ama Seth & April Taylor 6101181 C/o 1365 Table Mtn Blvd. ADINtIiS Orr OrOville STAT! VIP CA 95965 Tale Oetar W. esaew N*. GRANT DEED JOINT TENANCY 16004 1111111 l�lhliillllllllllil II�Ii 2001--00552 1 1 Recorded I REC FEE 18.80 Official Records rds I TAX 39.88 BUTTE I COME J. 6RISIS i Recorder ' I ROS MRY DICKSON l Acsistan't 1 Cindy 82SMN 26 -Nov -2m I Page 1 of 2 -- srACE Aeovs TaeS ule iWa RiCOlntill's trsE DOCUMENTARY TRANSFER TAX 1 O • leed aComputed on fun V01W of property cortlreys . or �ompupd on full v" less Ihm and enarlebrenoos retitsininp et Or" of ash. FOR VALUABLE CONSCIRATION. recelpt of which Is 110111TH Madded. IWO, Dee Rae Ieew e. o.r+Drt+ prantto Seth T. Taylor and A• ril U. Taylor, husband and wife arwMOUNWA A8 HINT TENANTS, s8 that raw property iitusted In the 011M (or in an tmincorporetsd use of) BUTTE County, State of CA described u follows linen lapel description): LEGAL PROPERTY DESCRIPTION ATTACHED Assse.ors PVC111 No. 062-510-046 Fxowttd on It .. 1. f AA- STATE Q STATE OFCRL1 PPOR i A COUNTY OF BUTTE 1 On �7 — Word ms. ae Ab ra -s �ad DMT THtlMMRINT 10 fi RIAtIT THWUNNT 100tiftmel) personally spW+red Dee Rae HS persona known to me ur pmvafa me on the Seele o sstis actwy C ' evidarrce) to be the parson(*) whose namels) isle or sub"Abed "**on iratrumertt and st knewled0ed to me that helshanhey executed the some in h1*Avarltheir suthod ad eapedtyliea), and that by hieAMritheir C11Y CLAIMED ate llOffERli) *lonoturals) on the inetnunont the persontal, or the antlty upon hsholl of �►DCRV CLAS► which the personls) acted, executed Ur in WINSM. R'^ RICHAHb �UERSTEIY � oFFlceRs WITNESS my hand and of ieW snal. -' COMM. #1299529 C� Q NOTARY"LIC• CNICIitiU .� O rARTNEINs1 O LGI►.uTED My Canrh £tpiresOUTTIE WapANt i3, ZppS O ATTORNEY IN fACTENEgAt ❑ TRUSTEE151 ❑ O GARDUIAN=NS8AVAT0P MAIL TAX STATEMENT TO: 4' ��AA3 �Mu ❑�a :r TpWf /i �afey. BGP �i �� 31140111A Is RENIIQNf tO: /N..r* or eseMsl Oe ImlYlittlls wtucorn cpxrr gee 1wa.r. aw setae rd+ w•. ne. rose. re in r rorty .roW" Pamhr•.b� eluM O@t► �a1NT TEfM.. NCYAI.. >9.Dyiwa�►l���6.COYrew �� Yel• WOII— Ted. M IJP -.IMP 0 MMrlq. ur ar empoee^ rs.e� a er .0.2st, a W. .0 Ixt lamb m "O" woLcOTTs FORMS. INC. Description: Butte, CA Document-Year_DocID 2001.55211 Page: i of 2 Odder. warn Comment. �Vtd r STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION , STATEMENT OF'FACTS Thi -s unit is.•.a: MMobilehome E] Commercial Coach E] Floating Home Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) I/We, the undersigned, hereby state that the unit described above: �ac_ e -d on cL, peg man v\.+ -F 0. u.rd ,�L+io+ti Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State.of..California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a CalJ ornia certificate of title covering the same, I/We certify under penalty of perjury that the foregoing is true and correct Executed on at CIO , (City) (State) Signature of each affiant Printed name of each affiant �- 2-A: i n C Add s W City t State 04 NCD 476.6 (Rev 11/86) COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: SKYCREST ENTERPRISES ADDRESS: 13468 HWY 99 .—ITY & STATE: CHICO, CA 95973 DATE OF CLAIM: 2, JAN. 2003 IMPORTANT.' SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE ,ATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT REFUND DUE TO CLERICAL ERROR: AP# 062-510-046, BP# 02-291.7, DAT D: 1 OWNER: SETH TAYLOR TOTAL AMOUNT PA �1 877.00 TOTAL AMOUNT T RETAINEDo 517.00 TOTAL AMOUNT TO BE REFUNDED: TOTAL 360. he undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true J correct as stated. i ited this 1;2-_ day of /l . 19 �f �%�P " Calif. the undersigned, hereby certify that, to the best of my knowledge, the services or 3t there is a Budget Appropriation I I or Specific Board Approval I I (Check one) 1 ted this 2ND day of JAN X103• at OROVILLE . Calif. of Claimant specified a have an performed or deDvwed and apartment Head or Authorized Deputy '.pt. Code 280 Exp. Code 1011811 PAYABLE SROM SRERIFF FEES FUND apt. Code Exp. Code PAYABLE FROM FUN apt Code Exp. Coda PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. I . PROD. I SUB. OBJ. I CLAIM NO. I INV. NO. I INV. DATE I ENCUMB. I GROSS AMT. FOR BUILDING DIVISION USE: ' Receipt Information: Number: 36 Date: ` z Issued To: Amount: Fees Retained: Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee: Mech Filing Fee: Energy P/C Fee: Plan Check Fee Inspection Fee: SRA Fee - Total Total Amount a ained TOTAL REFUND DUE ' Gy $ $ $ 63 0 --0 C, $ �6v CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL #: RECEIPT NUMBER(S) da -a911 REFUND CLAIM APPLICATION Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the fM;7 . categories which you wish to have refunded.) ( ) Building Permit Fees ( ) SRA Fees (CDF Fire Planning) Disposition of Plans: —4)410—plans returned to me at counter ( ) Urban Area Fees ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE / " PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. p�3 FOR BUILDING DIVISION USE: Receipt Information: Number. i Date: Issued To:>.S l C6( WS Amount: X97, Fees Retained: Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee: Mech Filing Fee Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: Total Amount $ TOTAL REFUND DUE $ :' CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL #: RECEIPT NUMBER(S) REFUND CLAIM APPLICATION ' SSS -, ;4177 Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have.refunded.) ( ) Building Permit Fees (-I---Sheriff Fees ( ') SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE (DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. attahhad By TE C. !BE DEPT SEPT. of FORESTRY 3)ied -as submitted [)vedL.w0,. conditions. 70a[ Gonstn jr4i^n,. ,atl p ar, il L* meats_ Date Signature atum -—Pages ES AN -EQUIPMENT INCLUDIN ALL STRUCTURES BE CLEAR OF ALL EASEMENT (1S THE SIDE A� FT, FROM 6F. ET.-BAbK- 'A Sl i : THE ....FROM REAR PROPERTY LINES AN FROM; k0AQ'C_ N ft ...... .. ENTERUNE SHALL. 13 IpMENT EXC EOU jCTURf AND t-..-. 0 STRUCTURES r% LEA� G C The �ERHAN .1T_AAViQ aftach'6"d0re _626 - - - =ORP_Z� requ must 60 dm*' Wed specified ar'O MTC.D , yiad Ali. ;,00k yc ow 7' I A 6VEC�_,,-_l --, Butte-Cdu_r, V-7 BME COM Sq%ture, OUNLDING DEPARNEW... APPROVED* wf� r � attahhad By TE C. !BE DEPT SEPT. of FORESTRY 3)ied -as submitted [)vedL.w0,. conditions. 70a[ Gonstn jr4i^n,. ,atl p ar, il L* meats_ Date Signature atum -—Pages ES AN -EQUIPMENT INCLUDIN ALL STRUCTURES BE CLEAR OF ALL EASEMENT (1S THE SIDE A� FT, FROM 6F. ET.-BAbK- 'A Sl i : THE ....FROM REAR PROPERTY LINES AN FROM; k0AQ'C_ N ft ...... .. ENTERUNE SHALL. 13 IpMENT EXC EOU jCTURf AND t-..-. 0 STRUCTURES r% LEA� G C The �ERHAN .1T_AAViQ aftach'6"d0re _626 - - - =ORP_Z� requ must 60 dm*' Wed specified ar'O MTC.D , yiad Ali. ;,00k yc ow 7' I A 6VEC�_,,-_l --, Butte-Cdu_r, V-7 BME COM Sq%ture, OUNLDING DEPARNEW... APPROVED* M�• r c: 41 f, 3 iJi \ a&� 3 ;u 00 - - ON WHOOW i j C�RrLa I UB / B ON, a lryE R MASTER N BEDROOM No. 1 13'-4' OPTION GLAMOUR BATH D948CT/60-56-8"26 2BEDROOM - 2BATHS - CATHEDRAL (1,487 SO.FT.) WtAj a p A. _c "j _7 ��MA�r�,i is �i� K���:.> r � ? :i-{-tii h + r ..x ,�♦ �f"v4 M i f �%" n� i .................. . ................. _ ... MOBZLEHOME.INSTALLATION DATA 1 . Owner's Name: TAYLOR, SETH & APRIL 2 . Assessor's Parcel Number: 062-5I0-046 3 . Installer's Name: SKYCREST ENTERPRISES 4 . Is the site currently under permit? Yes [ ] No [X ] Permit No. 5 . Is the site an existing site: Yes [ X ] No [ ] 6 . What is the electrical rating of the mobilehome? 7 . What is the mobilehome site circuit breaker,rating? M I -2 (If yes, furnish two plot plans). 100 Amperes. 100 Amperes. 8 . What is the electrical rating of the mobilehome site? 200 Amperes. 9 . Is the main service remote from the mobilehome site? Yes [ ] No X If it is, what is the rating? Amperes. 10 . Is there any other electric load to be served'by the mobilehome site electric service (i.e. well, garage, etc.)? Yes X No If yes, please identify the load and size: a) The mobilehome site: WELL Load - Amperes - 15 b) The main service: Load - Amperes - I 1 . Type of gas service at mobilehome site: Natural [ ] Propane [ X None [ ] 12 . Size of gas pipe at the mobilehome site from the meter or tank: 13 . What is the gas pipe length from the meter br tank to the mobilehome? id, 3/4 inches. 30' (ft.) 14 . What is the mobilehome gas demand? BTU.* *(This information is not required if the pip length is less than 6 feet on natural gas or less than 50 feet on propane). i THE OTHER SIDE OF 'ESS THIS PERMIT APPLICATION C' BUM COtMM BUILDING DEPARTIWF APPROVED 9 MO:BILEHOME SIIPP.ORT DATA Mobilehome Manufacturer: SKYLINE Manufacture Year: 20 If other than single wide, furnish Setup Model Number: D948 CT Width: 25'8" (ft.) Length: _60'_(ft.) Tagalong or Expando Size (ft.) x On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup -sheets. FOOTINGS: Wood pressure treated orifoundation grade [X] Other - SUPPORTS - ther:SUPPORTS: Concrete block [X] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I Line 1 Line 2 Line 2 ............................................................................................ Line 2 Main Beams Tine 2 ............................................................................................ Line I Line 3 ............................................................................................ Line 2 Main Beams 0 Line 2 ............................................................................................ Line 1 ............................................. Line 5 Tag or Triple Line 4 Line I Line t Piers: Line 1 Openings: Size minimum: [ ]XI I Size minimum: [12] x [24] Spacing maximum: Each side of openings From ends -maximum: with width over: 4' 0." Line 2 Piers: Line 4 Piers: Size minimum: [24 x 24 Size minimum: lx1 Spacing maximum: 6' 0" Spacing maximum: It From ends -maximum: 1 2' 0" From ends -maximum: If Line 3 Roof Loads: Size minimum: Location (from rear): Line 5 Roof Loads: Size minimum: Location, in rear): J AI[H .-2 (ft.) 24x24 124X24 136X24 136X24 I 12x24 112X24 0'0" 1 134" 1 28'0" 1 44'8" 1 45'8" 1 52'0" OVER —�v..el I ATB FNDTN APPROV ECIV D OPT lT w&l NJ a OPT 08l BOP& LAY OPT 2X6 FEC ENT 335 �NFg4��'1'E qjj ti>eo q 1 Zoa? s T 30# CENTERLINE SUPPORT REQUIREMENTS THIS SHEET IS TO BE NVSERTEO WITH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR 30j ROOF ZONE SNOW LOAD. SEE ABOVE PRINT FOR LOAD REOUIREMENTS AND LOCATIONS. 1 301 MH 932', VOL. 1 SEC. 4 ILL. 51 PC.6-88W ORAHN BY : VAN -- DATE: 0E/12/2002 6016-2FK-1 3/46 -CATH I 0948 -CT AP# CDF FIRE SAFE REQUIREMENTS PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. to 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�}+ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�1. 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [Y1 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -3--, 2 _s-( 4L d 2 - Z5! 7 ,4VL0 f6� AP # PERMIT # NAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [)Q 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�[] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parvels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [� 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 �, -,2-,�-(rL(-6 AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves AME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [l 10,2g,02-, Date Signature Page 3 of 3 (T) Z'X 2-x -s/lb CD STEEL ANGLE ui 0 A01 -A IL.- A7 CHASSIS FRAkill 1/4.' GRIPPER, PLATE cl-1 4 (2) REQUIRED in m 1/4- GRIPPER BASE 1/2-13UKC—A.307 x 4 BOLT WITH NUTS (4) REQUIRED fl 1/2- SCH 40 PIPE RISER W110- 01/2' ADJUSTER HOLES AND 3/8' TH" TOP PLATE oz' sc" 40 PIPE STAND WITH TWO ...... A#-llr- AM9ER HOLES ABC SCO ABS PAD #503 STEEL FRAME a WASHE't COUNTER BORED FLUSH WfTH BOTTOM AT 8' O.C. (6) -REQUIRED STAND BASE ABESCO ABS PAD 0503 36* MAX TO BOTTOM OF PAD Y ,7 /- !,1/2-x 3' G.R. LOCK PIN WITH s.1 /S- EWDGE PIN cloAcR *C" FRAME - 2" CHANNEL----, 1/4-0-1/4--, TEX STS (2) REQUIRED 1/4" GRIPPER BASE t/2* A307 WT (2) REQUIRED 3/6"x 6'x 6" STEEL PLATE 1/2" A307 800 (2) REQUIRED F 0 o 09/16 HOLE (TYP) STANDBAS TOP VIEW 1/4' GRIPPER PLAN COACH "j" FRAME 1/47ut-1/4- TEX STS (4) REQUIRED / - AM IL -BEAM ATTACHMENT ATTACHN-( v 4.01 1 • Lu AV TUF-1 _PERMANENT F&OKOAVON "SYSTEM' ABESC0-GUS GUARD COWMY 585, VLOP J - PERKM ROAD SACRAWWM, CA 95823 PH: (800) 382-8831 TAX: (916) 383-5207 1/4- GRIPPCR..; BASE 1/2* A307 DOLT (4) REQUIRED 1/2- DIA. HOLE (8) PLACES 30' STE L-LR—M—E IQ TOP VIEW STATE. APPROVAL z wAYNE T. POLVADO. PF -LISTING NO. F94249 SKET I oi 3 Ck Lu O 8 4 r - CS) N U•1 m m m LD v cli m CD n r- In w GENFML NOTES _�I� GF�ARD TIJF-1 1. DESIGN L0An., LIVE LOAD - 30 LA. FLOOR LEVE LOAD - 40 PSF WIND LOAD - 80 MPP EXPOSURE "C" SEISMIC ZONE '4' TE SNOW LOAD 100 PSF (SEE NOTE $15) T.. THIS FOUNDATION SYSTEM IS DESIG14LD TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED ANO STZLD FOk THE LOADS AS SHOWN IN THE 'MOBILE HOWE LNSTALLATION UESTRUUIONS'. 4. IN AREAS WHERE DIFFERENTIAL. SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEK DS EXCEiDS 1/4-. OR WHEN IT WELL ADVERSELY AFFECT MOBILE HOME UNIT. 5- CARRY ALL FOOTINGS DOWN TO Fft, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMP47I8LE WITH LOCM. SOIL CONDITIONS. COMPACTED SMO "y BE USED TD FU LOCAL VOIDS UNDER PADS, S. STRUCTURAL STEEL: FABRICATED ACCORDING TO RISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECIRMES-570 PLATES -ASTM A36 BOLTS -SAE CR b=ASCII A649=AST11 1.3)25. 7. IILE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE S14ALL BE LISTFD AND LAKL£TI BY BSK AND ASSODATFS FOR THE FOiL&AWC LQAOS: AL�IIA$T.E TOADS: HORIZONTAL VERTICAL GUS GUARD TUF-I 2200# 6000* 6US GUARD MCP PAD 220d# 6000# GUS GUARD E -Z nE PAD 22.W* 50000 8, DURING PREUMNtARY 1LLSP£CP.ON, THE ESTIMATOR SHALL ENSURE THAT -!.7fW -, MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXIST= COACHES 54AY BE RETROFITTED TO RESIST SEKWIC FORCES BY ' INSTAL, . GUS..GLM. RW -1 LHNIS AS Wqp 011 ThZ PAGE OF TYPICAL Qui 10. THE GM GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS W1;1lM DEPTH OF FLOODING DOES WT EXCEED THE HEIGHT OF THREE FEET. r 16. IOUNDATlOI4 BLOCKS ICx 16'xT2' POURED lir PLACE AT GROUND LEVEL MAY BE USD AT DLSTALWtS &SCREilOM ALTERNATIVE TO PADS. SINGLE WIDE COACHrS DCiUBLE/MUI TIPLE COACHES E= 2' MIN. / 8' MAX. IE= 2' MIN. / 11' MAX. S. 6' MIN. /16' MAX- S= 6' DEIN. / 22' WAX. �.�--- VARIES 10'-70' (SEE TABLE ON SHEET #3) E. S ---S- --- 5---� E I RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER F -.J Q (TYPICAL) �j— -- D 1 t. MULTIPLE UNIT INSTALIATION IS ACCEPTABLE PROVIDED' THE NUMBFR OF TUF-1 UNITS UNDER EACH UNIT IS k THE SAME AS SHOWN REQUIRED PER EACH UNIT_',j 12. SWAL-WM UNITS REQUIRE ADDITIONAL RESTRAINT. 6 (SEE 5>'LEET 1(3) _ ����� ar 10 13. ALL METAL OOiPoNDI S AND ATTACHMENTS ITEMS SMALL DE PROTECTIVE COAVD. 14. WHEN CONCRETE SLAB IS IN EXISTANCE. PAO IS U07 REQUIRED. ANCHOR STAND TO CONCRETE SLAB WLTH T U. F- 1 PERMANENT FOUR (e) i7ri x- J2''-EvmAlSlw!lliCH0m _ _... _.. _........_ FOUNGATiQN _SYSTEM- 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROViCJES AL LOWABti SNOW 100 TO 100 PSF WHERE INSTALLED ABISCO-GUS CA LARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORD( - PEMKINS RC1AD MANUFACTURER OR REPLACE l`H ]/ ON A ONE TO SACRAMETI-O, CA 95823 ONE BASIS. Pit. (goo) 382-8831 FAX: (916) 383-5207 STATE APPROV tip of 1a , i3 z � I o C V Q 3 n c:< t 1:7 o ._... C) U2 8 a WAYNE T_ POLVADO. PE -LISTING NO. F94249 sIIECF 2 of 3 • 8' NOW. r r I _�. PADS IN ANY PAIR MAY BC STANDARD M_N- FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERTfS OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE SUPPORT AVOID CLEARANCE PROBLEMS, ENGINEER. TYPICAL THROUGHOUT PAD (TYP) 1 t. MULTIPLE UNIT INSTALIATION IS ACCEPTABLE PROVIDED' THE NUMBFR OF TUF-1 UNITS UNDER EACH UNIT IS k THE SAME AS SHOWN REQUIRED PER EACH UNIT_',j 12. SWAL-WM UNITS REQUIRE ADDITIONAL RESTRAINT. 6 (SEE 5>'LEET 1(3) _ ����� ar 10 13. ALL METAL OOiPoNDI S AND ATTACHMENTS ITEMS SMALL DE PROTECTIVE COAVD. 14. WHEN CONCRETE SLAB IS IN EXISTANCE. PAO IS U07 REQUIRED. ANCHOR STAND TO CONCRETE SLAB WLTH T U. F- 1 PERMANENT FOUR (e) i7ri x- J2''-EvmAlSlw!lliCH0m _ _... _.. _........_ FOUNGATiQN _SYSTEM- 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROViCJES AL LOWABti SNOW 100 TO 100 PSF WHERE INSTALLED ABISCO-GUS CA LARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORD( - PEMKINS RC1AD MANUFACTURER OR REPLACE l`H ]/ ON A ONE TO SACRAMETI-O, CA 95823 ONE BASIS. Pit. (goo) 382-8831 FAX: (916) 383-5207 STATE APPROV tip of 1a , i3 z � I o C V Q 3 n c:< t 1:7 o ._... C) U2 8 a WAYNE T_ POLVADO. PE -LISTING NO. F94249 sIIECF 2 of 3 • m ' CD t*i CD W Q a 0 8 W Q r CD C4 In m CD m { I /A" r%%^ R s" �r 1/2'x S 1/2" 1/2'x S' LONG (4) REQUIRED EXPANSION A.KCNOR ANCHOR BOLT ` 3/8' CAD PLATED BOLT, NUT & WISHER (4) REQUIRED (4) REQUIRED COUNTER BORED f1.USH WITH BOTTOM AT 3" O.C. (8) REQUIRED _ . 1 "y ;? Pi CONCRETE PAD INSTALLATION POURED IN PLACE T 6x16x12 CONCRETE a FOUNDATION INSTALLATION CHASSIS FRAME 1/4- GRIPPER PLATE (7) REQUIRETI 1/4" GRIPPER BA5t 1/2-13UNC—A307 K 4' ---- BOLT WITH NUTS (4) REQUIRED 01 1/2- SCH 40 PIPE RISER WITH 01/2- ADJUSTER "OLES AND 3/8' THICK TOP PLATE 02' SCH 40 PWC STAND WITH TWO 01/2' ADJUSTER HOLES -A8ESC0 ABS PAD 1503 - STEEL FRAME —\ 36' MAX TO BOTTOM OF PAD i 01/2"x 3" C.E. LOCK PIN WITsi 01/8- BRIDGE PIN 37' TUF--1 F _FOUNDATI LIGHT HEAVY—WEIGHT PLASTIC PAD INSTALLATION OF vnmm OE HOM i OWE0 t1 16 UP TO 44' 6 6 i 6 8 6 8 to in 1 10 NUUBER OF TUF-1 REQUMIED NUSIIRPA OF TUF—t REQUIRED MM SINN£ WIDE UNITS REQUIRE (4) E—Z TIE PADS. CUS GUARD TUF—t PERT ARE TO K PLACED AT APPROXIWITELY EQUAL tl4' MALS ALALIC MN FRAME RAL yp•J � n /_ _ Ifo -.e TATE APPROVAL z { < �y 205 o 0 r WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 3 or 5 VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX Engineer Approval PAGE SECTION 'NUMBER INTRODUCTION ' 2 PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP INSTRUCTIONS 5 & 5a METAL PIER & V -DRIVE 6 PARTS LIST 7, 7A, 7B & 7C CONCRETE INSTALLATION 8&9 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 15 = DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 HEALTH k6- \A fOVC(118551 SUBJECT TO CO.:"-CTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENT S OF APPLICABLE STATE LAWS AND REGULATIJ,,S State Of California Department of Housing and Community Devclepn:cnt D F CODES AND STANDARDS `BY f9_�o—vl (Sigy Lure) PANO. J I— l�n klus Plan Approval Expires `� — / D O , For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedownxom 081301:148 Engineer Approval 0 .v I = 1 9F I r, HEALTH k6- \A fOVC(118551 SUBJECT TO CO.:"-CTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENT S OF APPLICABLE STATE LAWS AND REGULATIJ,,S State Of California Department of Housing and Community Devclepn:cnt D F CODES AND STANDARDS `BY f9_�o—vl (Sigy Lure) PANO. J I— l�n klus Plan Approval Expires `� — / D O , For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedownxom 081301:148 t L Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & 11), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. c Page 2 California ®/2001 56 i ma. Figure Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & II only riyure c 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 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 TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 California 001 Set -Up Instructions for the Vector Dynamics Foundation System #5907 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS snort Long eon short Clear all loose vegetation from the immediate u_bou u -bolt area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON `\ VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A go, cc fr �r y Long U -Bolts C f 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Pig 93,', nom For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions - V -Drive anchors are used only with Zone 1, single section homes. ..... Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches gNJjhe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. -r Page 6 California 822001 Vector Dynamics Foundation Systems e hom;�s Component Parts List Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts _ s Vector System s s Kit # 59007 ^2 I I� Part #'s included: 59275, 59282, 59276, 83044z & 10999 ®® - Concrete Vector System Kit # 59008 (for single stack blocks) ®0 0 ® o 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California Nc 8 2001 Vector Dynamics Foundation Systems Component Parts List 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z O O ®a a ®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 Ss„te `�ea�edl y Q 1p�e ,aa a 01 e I 2ea2X Q\QS Q' Scr10e 0 QVG Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System 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. t�1 Page 7A California /2001 Vector Dynamics Individual Component Parts Detail ®0 0 Ecl � o 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 Slotted Bolt Part # 59282 Part # 59135 6.25" x 2.52" x 3" tn. 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts & Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® 2 Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" ki 3/8" x 3" (16 Threads Per Inch) Page 713 a Protecto-Strap Carriage Bolt w/Nut & Washer e Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-1/2" Strap Protectors a ProtectoStrap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" O PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 VO 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o.. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. . P/N 59211 , x • 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head Ex,ea 12" wide �, � . Part #59269 ;,y;�: ,,.U_a Black Paint: Part #59292 s' Galvanized: Part #59294 P. .03 ,.t;.. Drive Rods _. ® Part #59113 e Page 7C California Vector Dynamics System for Concrete Applications �.4 Instructions for Vector Kit #59008 (for single stack blocks) It Or 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 rpust 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. Vector p for concret ad e Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California 8/2001 Vector Dynamics System SP for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is.2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" 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. Turn slotted bolt until straps are tight using at.least five turns on the slotted bolts. Illustration Two - - - Vector pad r- ,- ` for �Oe concrete Inside _ - Tie Bracket Concrete Compression fat, boards U -bolt Page 9 California 6/2001 I \ WIND ZDNE I I Vector Dynamics Systems Required _ _ - - " ; - ' - " for Single Section Homes (Materials Required) 1e Seci100 h ,stems- acing st a gat ; s acing Stva uon - - - - - - - - ' - EXampshoWNs gef\st be , o h°R`e to I p°ndon pads - I (D O ` ` ' o.c•�yP' NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. C) v O DD N O O / Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), (not to SCale) 1-1/4" frame ties w/4725 lbs. min. breaking strength. �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 ' Anchor and stabilizer plate combination Each Vector Foundation System requires V One %lector Kit, 2 slotted bolts V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TIDE adjustable steel strut -c - WIND ZDNE I Vector Dynamics Systems Required Single Section Homes 1 , Difficult Soil Conditions ,e Seck%o"9�ide1\nes' a �2 f�\ sP01 9\n9eor s\a\\ak%on ef-a \\\\Jss or a�dspaO\n9 m 1 a� . I I � F�nda�\onF ----- :-'"--' CD V -Drive anchors are used only in WIND ZONE I (not to scale) Home Length NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing must be went wkh home mantibawers' i>stalation Per Side • Instructioris and/or state requiemerft Maximum allowable working drag load for the Vector System with the steel 3 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 Ibs. min. breaking strength. When uslna "V" DrIva Anrhnie Home Length Vector Systems Anchors Required Each Vector Foundation System requires 'V' Required q Per Side • one Vector Kit, 2 Drive Anchors, 4 slotted bolts 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min, break), 0 to 72' 3 3 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 or 1 ea. 3-112" or 4' nominal SCH 40 PVC pipe compression member (center com ression member onl ) „ or 1 TDE adjustable steel strut y ♦ V" Drivc Anchor, Part Nurnbcr 59269 2 ea. 2x4 pressure treated wood for r 'V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 2 sq. ft. pad •V- Drive Anchor connections. D�WN elruarewc N c0 fD N 0 n) 0 a) Metal Pier Sets ZONE I Vector Dynamics Systems Required I I` for Single Section Homes Up to 72 ft._ I (Materials Required) _ ; . -' " - ' `e Secy°� o sy nua1 gaide�`nes- t. ' - _ of a 7 2 (a1 sG 9. me°tsta�la °n - - '- e)(3 holds 9eust be to ho 111asttat^d spacing m ' 1 pads I \ - , I I i Zn ma`.IYP. 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 ZONE or 2 ea. 2 x 4 wood compression member �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 Hncnor ana stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN f NrfN!l NTNG WIND ZONE I I Vector Dynamics Systems Required for a` 9u- ,-de�I�nes kSans for Double Section Homes doubeey .a\\altor 7ac,n9 sf ansa\s(Materials Requiredl ,\)\es9et be to home EX ` . 1\lusty atria spacing E &,OV'on pads _ I: ♦ ♦ ' vim` � CD t -:,:.:: a " ),ter. — _ p ` ♦ I ♦ ♦..T _ - ax.1YP I 4' W - - -- -- r♦-� ° 44 5, a . u4•i ' Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per r4 _ - ' `` P P P � NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report.a is practicable along the length of the home. Pier spacing must be consistent with home marufachmm' Installation Inwulctlons and/or state requiremen . C. 0) O LIF CD C? �2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 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 (D O Mv, WIND ZONE 1 Vector Dynamics Systems Re, for Multi Section Homes (Materials Required) Soil Classifications: 2, 3. 4A. & 4B Soil Bearing Capacity: 1.000 PSF minimum luired -Sep� \Jer%o .3r\0 10( a 0 ' S\ W\0 -'0's crns-k"Z".S"o %.0me to Skf3S98C nd n gods a vto fourkds ..... . ..... WIND ZONE I NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pa/ Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut Anchors Required Home Length Vector Systems Required Per Stde 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' 1 1 1 WIND ZONE I NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pa/ Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut C7 n� WIND ZONE II ° (not to scale) 7 00 N O 2 sq. ft. pad Home Length Vector Systems Required Anchors Required WIND ZONE II (Hurricane) Eaves over 6" less than or equal to 12" - Vector D namics Systems Required 4 1 , for Single Section Homes - - ' �: . - - - - " I , _ _ ' (Materials Required} -: �; - - ' - " " -9"d- ��O(1 hom ems , 0*% '- a 72 Ott sP 9in9eof S attaolon manual - - { _ EXamPsho s gest be to hom- , ,;===---T'"- tltustfandspac'n9m 85' to 90' 8 'd atton Pads g Foun 1 � a t _ aX typ "NOTE: For single section homes 2 tt. m cn 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 4's to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, 8 4B 1,000 PSF minimum compression strut Is 3,150 pounds per the K2 Engineering test report. Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. C7 n� WIND ZONE II ° (not to scale) 7 00 N O 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 g Vector Systems should be spaced as event y as Is practicable along the length of the home. Pier Is must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe r or 1 TOE adjustable steel Strut n O A WIND ZONE II Vector Dynamics Systems Required k1of_ �fa - se for Double Section Homes tens �r\es, e t 9 mat,(Materials Required) do, tag , koavion pa�- - - - - Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prai 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, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 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 TOE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) n m O 1 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 u'de\\^es viii aestionVecto; onm anua\ 9 atppl6 Oe^eta\ 5P tiome \^stat\a - , Shows 9 ,St be t° i ♦ ` ♦� ' , , _ _ - l\\\ustrand spat\^9 m ` Fou^dat\o^ I _ _ � 216 max'tyDI _ � ♦ 1 1 ♦ II — I I I NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. 2 sq. ft. pad . Soil Classifications: 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 TOE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Ver "`dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. 4�� Page 18 California 8/2001 RE61JEST FOR IN PECTION Location: .55 a c. AI Permit No. , 1ei NCO • / k4l C rfi.� Ll/r' •e �C Owner: Contractor: w C /' e 8± Comment: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. N Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Stucco Lath Gas Pipinglrest Main Service Corrections I jExMobjles'it Stucco Brown Temp. Gas Underground Final Woodstove Sewer Piping Well Circuit Brace Panel Water Piping POOL Insulation Shower Pan Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Ready for Inspec. Final Final Final Corrections Final on/ Date: Call Ll Phone: PRE -INSPECTION REPORT LOCATION: S -T�-)wtj l i Be- rf u ('r,-ek CONTRACTOR: 5 ry c re s + DATE: // � o Z A.P. #- 6A ZONING: ) PRE-24SPETION FOR. nl Gt,J AA f-1 e u 54; Na 51 + -e DATE TO INSPECTOR: /I ' — D Z PERMIT HISTORY:( ) NONE (FOLLOWS: BUILD04G WSPSC'fOR_'S REPORT Building Description: Electric: Gas: Cacrnnercial/Usage: Residential/! of Units: Currently Occupied Abandoned/Vacant Yes a No, Condition of Electric 1' Electric currently On Off Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems. ACTION RECOMMENDED: ISSUE: HOLD FOR Inspector. Date Sketch buildings on reverse and indicate location on p'ropert I „d I Other, i i � I I Signature: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION •I 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7 41 :nev.t2f9fi) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER L1' ZONING I I V J OWNER OWNERS MAILING ADDRESS ©' (J CONTRACTOR'S NAME SKYCREST ENT DD TO WRIVV99 E. CHICO CONSTRUCTION LENDER i LENDERS MAILWG ADDRESS ARCNRECT OR ENGINEER ARCNRECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS I -G' LOT NO. !�! I SUBONISIONS NAME PARCEL MAP USEOFSTRUCTURE `? SF ❑ Duplex ❑ Mobiiehome ❑ Other SPECIFY TYPE OF WORK / New ❑ Addition ❑ Remodel [3 Utilities ❑ Installation 2 Other ❑ Describe Work: /I/f�� �`p/p�_%,��. _lQI–�.�;.� ro *PERMIT $�. SRA $ SHERIFF $ OTHER $ BUILDING PERMIT SD. FT.OCC. BUILDING VALUATION Fire lace Total Valuation S rum i-ee $ ZD ® t•oo 20.00 Permit Fee ,;� �Y' $ 7 2,O� Plan Checkin Fee $ Service oU Energy Plan Checking Fee $ 23.00 Mobile Home Facilities S PERMIT FEE $ 3 '— PLUMBING PERMIT Fling Fee 20.00 Each Tr n 7.00 Solar or hent pum water heater 23.00 Water_212ing 15.00 Each ea water heater or vent 15.00 Gas piping system 1 - 5 outlets Building sewer 15.00 g� Mobile Home SG W CD?20.00 PERMIT FEE SW46.00 ELECTRICAL PERMIT •Main Service WUV oR LESSsooA oq LEss Main Service ( 2o0A TO 1000A ) 50 Ex. Occu OUTLET OR FDRURES ZD ® t•oo EX. OCCU OR FIXEOUTLETS 9AL .50 RAPP61D 5.00 Tem ora Service 23.00 Mobile Home Facilities in n^ %� s� Hood �/ c7 ' $ Ventil 23.001.;?.l, PERMIT FEE. S� CHANICAL PERMIT Fling Fee 20.00 13.50 $ PERMIT FES S Mobile Home Installation Fee S __ Energy Inspection Fee S AMOUNT RECEIVED $ F_7 . 0CD CONST, TYPE TO AL FEE $ KAZ D. FEES M COF EL MD ISSUE % l This permit is hereby issued under the applicable provisions *RECEIPT NUMBER `1J I I of the Butte County Code and/or Resolutions to do work *TO BE PUT INTO COMPUTER Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date -f7..�:3 .. . r xUBISON 55 Town �, (�ontr: 111 Wa y, Berry Creek Mike Hurst f Permit ;kB72-87E" (util rIH) ELECYRIC GAS COMPACTION TEST RE)i V"W SUPPORT STRUCTURERE.Q - 62-51-46 Contr: �C64sar Mercado MH PErmit#1544-87MHI Issue 062-510-046 02-2917 TAYLOR, SETH &r APRIL 55 TOWN HILL WAY, BERRY CREEK CONT: SKYCREST ENTRPRISES i NEW MH PERM FND EX SITE -f7..�:3 .. . r i.. Yii: Cousin Gary's Homes 13468 Highway 99 Chico, CA 95973-9479 dba Chico BuIldipq S sterna FAX Tg� Phone: Fax: — CC: Date - Number of pages including cover sheet: Phone: (530) 342-2694 Fax: (530) 342-9174 Remarks: (dt-U—rgent (,+%1?5—rYour Review (-�-�ASAP Please Comment i TO 39Vd SW31SAS 9Q-19 OOIHO OLi6ZDEOES Eb:Ei Z00Z/80/ii - 'A �i v 4 11/08/'2002 18:88 FAX 404849040_ TIB D01YN ENG 009/003 .1104/02 FRI 12:6 FAE Zia $ao ?Lee Q003 DEPAR'I1tUZiT OF BOUSMG AND COIV UMTY DIeVM0PM)r wf DIVISION OF CODU kW ST&NDAIWS NORT14UN AW.A 0" CE PO BOX 1407 ! SAGRAWWrO, CA 0912.1407 (01e) 206.2bOt FAX (611) 2W206 Prom TDD PROM& 1-00.735.2918 Prom Voice Phv+w:1-WOOS-200 , January 23.2002 K2 F,nginetring Inc. I I 1 W. wasbingeon St Gc,vhort. V 46526 Subject: Departmental Ccatdcation as as "Approved Testing A,g=Y' Dear Mr. Dooden: This letter is in response to YOM Vaguest dared ya UNT 9, 200,2, seeking the Department's awwtaace ofyour fust as a testing ageucr in eompirance with the n9ldt*ulefts outlined in the Calibbauia Coat of Regtastioms, Title Z5, Chapter- 3 fol SMId d COtr4ponents used in the maauifacUavd housing industry in accordance with established shun cds used by your Scor• Please rwt!e the Departaiettt mays gvdre desigcl eakuletions and test data be submitted to substmiiate a design who theteated'y UM or component dose mat appear to oonfc= to your approved standard. We may also request this inb = don for the purpose of routine monitoring or complaint investigation. Revisions to yat(r approved standards as weU as tested designs maybe nammy in the fuume as a resutt of Mwdraerlts to cMt t staUn saftr regutalioaa. Thank you for choosirrg to be cone an approved testing agency. !f in &a future you have any questions or need to discuss a particular issue, you may c=tact Alv=Xidwell, DuAvot Represmuativs It at (916) 255. 2501. Sincere , Itzg Md Co . des and a Adwinistraw U ee: File E0 39Vd SW31SAS 9Q-19 OOIHO VL16ZOEOES ED:ET Z00Z/80/TT I1iU61.XUZ 16:39 FAX 4063490401 W U01M BNQ Q 002/009 11/00/02 FR1 12:5f FAX 21A 634 7198 - Z002 �� O� Cel ICOi1NIA atiAt" ` . uixM'[aYl W ama Ka M G DEPA omm OF m0u514 o AND mbo mm Dzv&LwNmNT DIVISION OF COUSS AND STA14DARDIS NCIRTHWN AR9A OFRIC@ $911 route OWo SAC AMONTO. CA8828 ate) 2062901 FAX (016) 2W2636 Free Votce Phonsi:1-000-7a&ZRZ , February 13,200`2 1 K2 Enginse in& c. 111 W. waabington SL Goshm IN 4652,6 Subject: Doportmentul Cortilcstion man "Approved Listing Agency' Dear Mr. Doeden: This loner is in tesponse to glom requeat dated Jratuary 31, 2002, staking die Department's acccptanoc of Your fum as a liatiog agenoy In compliance vAth the requirements outlined in the Ca mmia Code of Regulations. Title 23. Cbgter 3 Or stnlelra(el components used in the ma ndactnred hauling induM in scavrdance with established standards used by your frac. Please aotc the Department may require docip ceJotl "dons and teat data be submitted to substw&ie a "in when &a listed 3yyoem or cotaponent does sot aprpear to confo= to your ayproved standard. We MW also request tbia b1ftum ion for tau purpose of routine moaitodAg or comphint mvesdgv4an. Revisions to your approved standards as well as listed designs maybe acccmary in the future as a result of amendments to cuttemt statutes andlor replations. Your Sem ie rupwed to submit moum ly, to the above address, a curmt report and/or &octory for equinmoat and ir:mUatwas &Moved by your fam. Thank you for choosing to be caste an approved listing Wwy. if h2, the future you have arty questions or naad to discuss a particular issue, you may contact Alvina Kidwell, Disttuet Ropremtatilve 11 at (91.6) 255• 2501. j e txgeralddes and St Admirdavatot U cc: Pile 00 39Vd SW31SXS`,9U-19 03IH0 VL16ZOEOES Eb:Ei Z00Z/80/11 r m A<: Structural Designers - Consulting En Insers JOHN C. DOEDEN , P,E. 111 W. Washington St. , Geshon , IN 46528 DATE: 10 / e / 02 TO WHOM IT MAY CONCERN FROM: JOHN DOEDEN, K2 ENGINEERING, Inc. SUBJECT: WIND ZONE 1 VECTOR SYSTEM INSTALLATION - TIEDOWN ENGINEERING, Inc. THE VECTOR DYNAMICS TIEDOWN AND FOUNDATION SYSTEM, WHEN INSTALLED ON MUD HOMES ACCORDING TO THE CONDITIONS AND PARAMETERS SPECIFIED IN THE WIND ZONE I INSTALLATION INSTRUCTIONS THAT I HAVE SEALED, DOES NOT REQUIRE STANDARD DIAGONAL TIES, SINCE DIAGONAL TIES ARE INCORPORATED IN THE VECTOR SYSTEM TO RESIST ALL NET UPLIFT AND SLIDING LOADS WITHIN THOSE CONDITIONS. NOTE ALSO THAT NO WIND ZONE 1 UNITS REOVIRE VERTICAL TIES PER THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS (3280.306 (d)). HOWEVER, THERE ARE CERTAIN CONDITIONS. SUCH AS CERTAIN SINGLEWIDES AND DOUBLEWIDES INSTALLED ON HIGH PIERS, THAT 00 REQUIRE~ ADDITIONAL STANDARD DIAGONAL TIES FOR WIND 20NE I UNITE, REFER TO THE APPROPRIATE INSTRUCTIONS FOR THESE REQUIREMENTS. IN ADDITION, IN THE CASE WHERE THE VECTOR SYSTEM CANNOT 8E INSTALLED WITHIN TWO FEET OF THE END OF THE UNIT AS REQUIRED BY THE MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS (3280,,306(�-A 3Q- TIE.MAY 8E INSTALLED TO wrj1 Y THIS REQUIREMENT. THE VECTOR SYSTEM, IN THIS CASE, MAY 2E MOVED UP TO SIX (6) FEET FROM THE ENO, PROVIDED THE PROPER NUNeER OF SYSTEMS REOUIRED FOR THE UNIT LSNGTH IS MAINTAINED, 2052) z .� 1. iP zooim seta 6.16"low ori Z0 39Vd SW31SAS 9G18 03IH0 OL1:6Zb£0£S£b:£i Z00Z/80/1:1: 11/07/2002 16:41 5303429174 CHICO BLDG SYSTEMS PAGE 01 l0 Cousin Gary's H mes 13468 Highway 99 Chico, CA 96973-9479 dba Chico Buildin S stems L Fax: CC. Remarks: (OY-10-rg-ent (4'M -Your Review - 7A? 010, If Number of pages Including cover sheet: Phone: 530) 342-2694 Fax: (530) 342-9174 (-YRepiri ASAP ( ) Please Comment 11/07/2002 16:41 5303429174 CHICO BLDG SYSTEMS PAGE 02 Structural Designers - Consulting Engineers JOHN C. OOEDEN . P,E. 1 T1 W. W82hlnaton St . Goshen , IN 48526 DATE: 1018 /02 TO WHOM IT MAY CONCERN FROM ' JOHN DOEDEPJ , K2 ENarNEERING, Inc. Pfzoq t Y)E C-01pi CAS-\ STr4M� SUBJECT: WIND ZONE 1VECTOR SYSTEM INSTALLATION - TIEDOWN ENGINEERING, Inc. i THE VECTOR DYNAMICS TIEDOWN AND FOUNDATION SYSTEM, WHEN INSTALLED ON HUD HOMES ACCORDING TO THE CONDITIONS AND PARAMETERS SPECIFIED IN THE WINO PANE I INSTALLATION IN 1CrONS THAT I HAVE SEALED, DO OT REQUIRE STANDARD DIAGONAL TIES. SINCE DIAGONAL TIES ARE INCORPORA ED IN THE VECTOR SYSTEM TO RESIST ALL NET UPLIFT AND SLIDING LOADS WITHIN THOSE CONDITIONS. NOTE ALSO THAT NO WIND ZONE 1 UNITS REQUIRE VERTICAL TIES PER THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS (3280.306 (d)). HOWEVER, THERE ARE CERTAIN CONDITIONS, SUCH AS CERTAIN SINGLEWIDI:S AND DOU©LEWIDES INSTALLED ON HIGH PIERS, THAT 00 REQUIRE ADDITIONAL STANDARD DIAGONAL TIES FOR WIND ZONE I UNITS. REFER TO THE APPROPRIATE INSTRUCTIONS FOR THESE REQUIREMENTS. IN ADDITION, IN THE CASE WHERE THE VECTOR SYSTEM CANNOT 8E INSTALLED WITHIN TWO PEET OF THE END OF THE UNIT AS REQUIRED BY THE MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDAR09 (3280.306(c)), A DIAGONAL TIE.MAY BE INSTALLED TO SATISFY THIS REQUIREMENT. THE VECTOR SYSTEM, IN THIS CASE, MAY BE MOVED UP TO SIX 6 FEET FRAM THE END. PROVIDED THE PROPER NUMBER OF SYSTEMS REQUIRED FOR THE UN OTH IS MAINTAINED, ,;C. 2657 P ve-ov I we Com -I I=- SrAM P 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 '!`VUMBER 3 4 5 & 5a 6 7, 7A, 7B & 7C 8 &,9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 iI: COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval 2001 13 7 HEALTH A SUBJECT TO CC RT'ICTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGUL,AT;:i::S State of California Department of Housing and Community Devcicpr, ent DM F CODES AND STANDARDS BY f ._ Date N0. J I — / Plan Approval Expires `? — I D - D 3 For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 r www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE 1 • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 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 /2001 56 i ma Maximum Pier Height (Wind Zones I & II only Figure 1 The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. - 56 i ma; Unequal Pier Heights ( Wind Zones I & II ons) rigure 6 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 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 TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 CaliforniaN-1-001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Long • snon Clear all loose vegetation from the immediate Ub" �°o\ U,boll area where your Vector foundation pads will rest. Press or hammer pads into the ground. Ll Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. .y 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. S. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A o fr Jr ,v Long U -Bolts C �1 f Jr ,v 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. D �- -. f f �v y 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Pig �rrcm/cr.,, 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 .. .......:........ V -Drive anchors are used only with Zone I, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California '812001 Vector Dynamics Foundation Systems hom;cs Component Parts List Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts _ o g • - - "- • - ° ° � s Vector System Q e Kit # 59007 -- .-•• . ° °= ^� Ute' I� Part #'s included: 59275, 59282, 59276, 83044z & 10999 1.2 Ib Concrete Vector System Kit # 59008 (for single stack blocks) ® O G ® O 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 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 Part #'s included: 59281, 59288,10925, 59232 & 83044z Q . Z ... p m. _Q 41 0 0 Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store PteSSUte `�ea�edl xAI ea. A x ' 0' I( Zea•2 �OQ�GQ�Qe � A" Sc�eav\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 z I::: �� �- ®0 0 0 � Ej 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 Q Slotted Bolt ;•.,, Part # 59282 Part # 59135 6.25" x 2.52" x 3" �A 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor®_ ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) 1 a 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 oa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Page 7C Californi TIE DOWN 11JEERING Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o•. 59736 16' Frame Tie w/Hook 8 h. P/N 59195 Earth Anchors 10 ft. P/N 59210 o x 12 ft. P/N 59211 Longer Lengths Available 0 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Y Earth Anchor Stabilizer V Drive Head 12" wide Part #59269 �E, �' Y" Black Paint: Part #59292 Galvanized: Part #59294 Drive Rod_ 8 0 sy:'�y�K^eit ® Part #59113 e Page 7C Californi TIE DOWN 11JEERING Vector Dynamics System for Concrete Applications i sector Instructions for Vector Kit #59008 (for Single stack blocks) or Vector Kit #59006 (for single or double stack blocks) ; Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (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 California 8/2001 Vector Dynamics System for Concrete Applications 5° Instructions for Vector Kit #59008 for single±'y' Victor stack blocks) or Vector Kit #5 ( . " v 9006 (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. Turn slotted bolt until straps are tight using at.least five turns on the slotted bolts. Illustration Two Inside Tie Bracket. Compression boards U -bolt Page 9 Vector pad for concrete Concrete f c California 6/2001 WIND ZONE I Vector D namics Systems Required for Single Section Homes I (Materials Required) ect%o 30\3 °ation 9og0sall Pe ogetasPo1e EXamhoWs tbe tor 1000 sm un .. 1 ` o (D �. , _ 2h.m ax. tip. I 34 c,yP � r NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. 0 tv 0 N co V;,- C) %O O Maximum allowable working drag load for the Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 48 3,150 pounds per K2 Engineering test report. WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors (not t0 scale), 1-1/4" frame ties w/4725 lbs. min. breaking strength. �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 2 73 to 90 4 3 Anchor ;Ind stabilizer plate combination Each Vector Foundation System requires Y One actor Kit, 2 slotted bolls Y 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), Y 1 ea. 4 x 4 pressure treated wood compression member Y 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 Y or 1 TOE adjustable steel strut WIND ZONE I - Vector Dynamics Systems Required Single Section Homes Difficult Soil Conditionst10 1e seck\oo SIS a��a1 s1 a91n9 for s a,ta,,on m XatnP\eo FS genet \ o home in r " " 111vEra,lor\ ac`ng mvs ds a� - ' , N O • O V -Drive anchors are used only in WIND ZONE I (not to scale) NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with horse mantiactrers' itstalabon Instructions and/or state requlr emerlts. 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 usln° ••V'• Drrva Anrhnrc Home Length ) Vector Systems Anchors Required Each Vector Foundation System requires 'V' Required q Per Side ' • One Vector Kit, 2 Drive Anchors, 4 slolted bolls 2 ea. 1-1/4 in. lie, length will vary with pier height (4725 Ib. min. break), 0 to 72' 3 3 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member (center compression member onl 73' to 90' 4 4 or 1 TDE adjustable steel strut y i} V" Drive Anchor, Part Number 59269 2 ea. 2x4 pressure treated wood for V' Drive Anchor connection. Nole: PVC pipe cannot be substituted for wood on the 2 Sq. ft. Pad -V' Drive Anchor connections. DOWN rnrrxwawc Metal Pier Sets ZONE I , - I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft. (Materials Required) _ - ; . - - " home ' - - paE-XamP le rse klo,- s�Ise, J�s9e e°rvectrmaf\rI!o ,astattato Pof asrat to °in hows 9ut be 11t°sratdPaG`n9m r \\\U9kr3k\o0 ouf\0t1oa _ - I ` , - , - 2 tt max. EYP• it. max ° gyp. Soil Classifications: 2, 3, 4A, & 4B r 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 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member O Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 Hncnor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. 1� TIE, DOWN lllGfN!l fflN(i v (0 (D W C OL) O A OC ti 0 0 WIND ZDNE I 1 Vector Dynamics Systems Required - " _ _ - - - " " b;e se ve ;off° ma�"a\ guide\fines. for Double Section Homes _ - - "e of Jn (ad Patio geor \\ak%on (Materials Requiredl - - a s `" ,�S�a _ E)(3- shoNN geust be to - " \\\ustr alta spacing _ - _ I F F oundaUon pads J 1 " Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. I is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Installation instructions and/or state requirements. Soil Classifications: 2; 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) �2 sq. ft. pad/ 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 TDE adjustable steel strut n !y SLY co N O O WIND ZONE 1 Vector Dynamics Systems Required _ _ _ " - - - " - - - - - - VoD ZiQm Seems• uldetines i for Multi S@CtlOrl Homes ' - - - 9t a 6rat��1 g 10, a�aor°^Yman\) 9 ` (Materials Required) -" sp h°m - - .r Ph° "s must be ro i (Ilastrand sPacin9 ds a °�ndation P F Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum - WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min, break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut 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 ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min, break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut DOWN 1 15 PERMIT NO. PERMIT EXPIRES -1113 OWNER GEORGE ROBISON CONTR. Mike Hurst Ele ASSESSOR PARCEL 62-51-46 LOCATION #55 Town Hill Way, Berry Creek OFFICE COP y { Address GAS Meter By D ELECTRIC Meter By Date Temp. Power [______ Called PG&E _ Temp. Elec. Service C Temp. C JOB F S = OK r 0 = Not OK t Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOB EHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements _ 2 oils; S e ' .MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors - S r; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ftke!,oVtionTes Eas nt Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shing.-Rfg.-Bracing ctricity; Location -Clearances- rn .-/,0 / Amp -Concrete/ _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Gas; LocatiorrTest-Wrap:/ /"L"ft./ "N t. r/ /"L"ft./ "LPG 6. Carports; Windows -Doors tility Clearance /JO,Q ' 7. Elec. Card -BI c'A Date (, 8'7 Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOB HOME INSTALLATION (Plans) OK except N's Date POOLS (Plans) OK except it's Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability -T Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining lec ity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI n; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI Wat ; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ater and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater Az Gas and Electricity Tagged 8. Elec.: Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Exits; Insp.-Sketch 0, Cert. of Occupancy 9. Health Department Approval Card -BI 10. Plumb; Cir. Test -Water Supply Test Date Card -BI Date Card B -Ito i �, ,- and -BI Date Card B -I ate Card -BI Date Card -BI Date Card -BI Date Z3 t t r J OK Not GK Not Applicable Not Ready RESIDENTIAL`jSingl'e and Duplex) Date UNDERFLOOR (Plans) OK except#'s _ 1. Zoning requirements -Setbacks -Easements 2. Ftg., Main; Soils -Steel -Flet. Grnd.- / /" Ftg. 3 Fig., Garage; Soils -Steel- / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / i" Ftg. 1 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 6. Ste_mwalis, Garage; Steel-BlockoutsT Wrapped -Slab 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/0-Se•Ner Test 9. Gas Pipe; Size -Anchors 10, Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -•ripples Card BI DateCard-BI Date Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access _ 19. Gas Pipe: Size & Anchors Card -BI Date Card -BI Date _ Card -BI Date Card -BI Date Date ELECTRICAL Permit OK except #'s 20. Fixture & Transformer Clearance -Ins. Protection 21. Elec. Receptacles Spacing -lights & Switches at Doors 22. Size Boxes & No. of Conductors -Stapled _ 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 25. 2 Appliance Circuits in Kitchen_ & Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu 27. Range Circ. / / ga. Cu or AI -Oven Circ. / -/g a. Cu or AI, Insulated Neutral Yes -No 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances: Panels-Motors-Mech. Equip. 30. Clothes Closet Light -Shower Light Date Card -BI Date Date Card -BI Date MECHANICAL (Permit) OK except #'s 31. A.C. Ducts. Insulation & Support 32. Vent Fan: Exhaust above Insulation 33. Condensate Drain & Overflow: Size & Grade 34. Furnace -Vent. Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Date Card -BI Date Date Card -BI Date Card B -I Card B-1 Date Card -BI Ca,d -BI Date Date FRAMING (Continued P FHAMING(rlans) UK except # -s 36. Sills: Proper Material & Anchors 37. Walls. Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing _ 39. Draft Stop in Walls (rat proof) 40. Fire Stops -. Furred Ceilin_cs-Stairs-Chases-Tub _ 41 Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rfir. Ties-Purhn-Roof Brac.-Truss-Shlhng.-Rfng. _ 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access. Size & Romex Protection -Draft Stop -Ins. Battles 46. Bdrm. Windows or Exiling Doors -Sill Hgl. & Dimensions J _ 47. Garage Fire Protection Framing (NOTE Anentrymusl be made each time you visit jobsite) 48. 49. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 51. _ Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 52. Siding -Nailing -Veneer 53. Stucco Mesh-Drip.Screed-Fdn. Vents-Underfir. Access 54. _ Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps 74. Fdn. Vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes or Al --- 75. Following insild.: Drive ❑ Yes []No: Walks C Yes [ No; Planters ❑Yes ❑No 76. Stucco; Brown -Finish 77. A.C. Unit; Disconnegt-Clrnces-Brkr. & Conc. Size -115V Outlet - 78. Vents Above Roof; Flbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House 82. Glass Protection 83. _ Corrections from Previous Inspections 84. _ Gas Test -Meters Tagged; Gas -Electric _ 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 86. Energy Compliance Certificate -Other Certificates Card -BI Date Card -BI Date Card -BI Date Card -BI Date _ Card -BI Date Card -BI Date FHAMING(rlans) UK except # -s 36. Sills: Proper Material & Anchors 37. Walls. Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing _ 39. Draft Stop in Walls (rat proof) 40. Fire Stops -. Furred Ceilin_cs-Stairs-Chases-Tub _ 41 Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rfir. Ties-Purhn-Roof Brac.-Truss-Shlhng.-Rfng. _ 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access. Size & Romex Protection -Draft Stop -Ins. Battles 46. Bdrm. Windows or Exiling Doors -Sill Hgl. & Dimensions J _ 47. Garage Fire Protection Framing (NOTE Anentrymusl be made each time you visit jobsite) MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE 'DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 ' WIP Address orloc IOwner's name p , (owner's addre Y Insignia or hud number PERMIT N0. _%��-���' k fl 0'4 Manufacturer's name_ Serial number of,,V`I,.N. Ll (Official Approvi'jg Installation Year of manufacture 012. A'- i.<_ Az`? ° IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ,�ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE ,MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. h 5138 White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 RRECTION NOTICE R T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date ,,5 ' —'7_ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751. 7 County Center Drive, Oroville - Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE - 'R 72 -� OTICEg72-�Iqr OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. • �� /N S .,Lr, ��. 'I i.l+J /iv S /1m c l-�.i N n "��, s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 . 7 County'Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 , CORRECTION NOTICE R`72 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Kof-- h V Q! i a� At( o d `[_ St' P-5 b M-C� C,orY1,�i► S 1'ti o b i c �. Inspector a -W "V Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751, 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE -7 y7 r)WKIPD Pr -KRAIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or, need additional explanation, please contact this office immediately. A G i 148 iv n _ ➢ / b 11 1 s' L �� -�� Inspector Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND -PERMIT PkRMIT NO. ASSESSOR PARCEL NUMBER 60 _S / -- ZONING C BUILDING PERMIT OWNER I^ TELEPHONE SQ. FT. OCC, BUILDING VALUATION O�ER'S, (LING A DRESS S rd vi -P CONTR�TOR'S AME / Y)lI � TELEPHONE CONTRACTOR'S AIIJ NG ADLRESS G 5 Fireplace CONSTRUCTION LENDER V UNKNOWN Total Valuation $ Filing Fee $ _.-.tQ-eG . LENDER'S MAILING ADDRESS Permit Fee $ �. ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 S Each Trap 2.00 96(ml Solar or heat pump water heater 20.00 LOT NO. Z,—J SUBDIVISION NAME PARCEL MAP �q, Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S /G , 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities i-1111Installation❑ Other E]Permit Describe work: Fee $ 0(� Contractor ELECTRICAL PERMIT Filing Fee 10.00 s Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 p CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) [� I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N , z(tsgft NEW AMULTI-OUTLET' CONSTR. _NON ESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2AL0eL03030 FIXED APPLNS. Ex. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 j Misc. Wiring 15.00 9 Permit Fee $ , S 0 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O'The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �- 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id County i nsequence of the granting of this permit. ` %� Date Signature of A licant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 1 OCCuP. CONST.TYP! F PARC PD N ssu This permit is hereby issued under sions f the Butte County Code and/or won i dicaybove for which r CTOR OF PUBLIC PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 23AI.4 Receipt No.22 7,-)--K,By. WNIT!-D.P.W.. YELLOW-A....OR. PINK -INSPECTOR. GOLDENROD -APPLICANT TO- Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance rl�2,p O r issOtiv _ c Owner Location AP# Plan Approved for: Sewage Disposal Hold final for: Final clearance O.K. for: Clearance for _:s_ bedro =mobil�eome. Other NOTE * * * Ea- Sanitarian Water Supply �� Water Supply Water Supply Date ,r A OWNER COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEr CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. Proposed Building Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 `Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authoriz tion.. . . . . . . ko— - Sanitation approval from �. Health Dept. JZL182 11. Planning approval for (A) Use: (B) Parking: Certificate of Workmen's Compensation Insurance. . . . . . &-Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec.request to (Date) 7. Pre -Inspection for Required. Building Inspecto' Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: to owner, Mail to contractor. Telephone and hold for pickup at—off ice, Deliver w/inspector. Other Applicant Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted p to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter bye date Plans checked Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder — Flours: 10:00 a.m. - 3:00 p.m. Return to DPW MQA�EO*\S4i6GRICULTURAL STATEMENT OF ACKNOWLEDGEMENT RECORDED BUTTE COUNTY OFFICIAL RECORDS BY ��,� CC ©oc"y���N FOR RESIDENTIAL DEVELOPMENT Section 2E�W(7f�of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit.— 987 MAR 23 ki 11: 33 The property described herein is adjacent to land or included CANDACE J ORUBBS within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from CLERK -RECORDER EEE_..._. the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 2, as shown on Parcel Map recorded December 1, 1980, in Book 79 of Maps at page 95, Official Records of the County of Butte. Date: March 17, 1987 PROUP.,TY OWNERS• GEORG ROBISON CITHIA ANN ROBISON State of California County of Butte On this the 17th day of March , 19 87 , before SS. me, the undersigned Notary Public, personally appeared GEORGE ROBISON and CYNTHIA ANN ROBISON /X Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the persons) whose names) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. seg°�®te®e°ocasn®°ea<oc�e�er,av® IN WITNESS WHEREOF, I hereunto set my hand and official seal. DEBORAH A. DAMS a h..• , ;�;Y�,•NOTARY PUBLIC•Ci.LtFOrANIA P� R 9ut;e Countv My Commission Expires Apri(30. 1990 13 ° Notary Public �c°®co°s°®®®to®a®tie■®mead°� / Present A. P. No. �I�t AP # Cpa -s1 v� OWNER _ Georq.p PERMIT '?7-,,1'- rr7 MH UTIL.CLEARANCE DATE INSPECTOR P ELECTRIC GAS Support Struc. Compaction Test eq. iervice Uze Other Load Type Pipe Size Length YES NO S NO ay k.a l l P 3.0 S'M C\'CS Mai✓ �l ray �u G�c.tloH G�f�ecke. 3 41. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cal ifornia15965—Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �17 ._ ZONING BUILDING PERMIT OW ER e— TELEPHONE S0. FT. OCC. BUILDING VALU ION OW e?A ING ADDRESS Prl LO NTRACTOR'SA E eK e fr ✓ TELEPHONE `� c;(- f CONTRACTOR'S MAILING ADDRESS1534 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 �S �1 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 7�— f6"' Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehomether SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New F-1Addition ❑ Remodel ❑ Utilities ❑ Install(att''on Other ❑ Describe work: �? % 2—O Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare u der penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full fore and effect. License No. �lr�o�—�� Classification � % El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason DWELLING OCCUP.ad\ NEW OR ADONS. 1 CONST. / ACC. BLDGS. I '/20sgft NEW CONSTR.ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. / Ex. OCCup(OUTLETS OR FIXTURES 20®506 eALe3o \\ Ex. OCCup. OUTLETS PR RESID IEAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X ��® �M1a.o®r�s2� Date -,5--//-97 Signature of Applicant — Owner ontractor ❑ Agent Elwor An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ oCCUP. CONST.TYPIJ I I FLOOD PARCEL PD I NO — I u This permit is hereby issued under sion of the Butte County Code and/or ndicated above for which Dt ECTOR OF PUBLIC - PERMIT EXPIRES Date— the applicable provi- resolutions to do fees have been paid. WORKS Date/5/'114'%8/7 .7 Receipt No. g. WNITC-D.P.W., YELLOW -A88 80R, PINx-INSPECTOR, GOLDENROD -APPLICANT .s , ` ., : . ,�¢ u.,� p•#!� v.s.a. .,T.,, .. �...- K. ` . COUNTY OF BUTTE - DEPARTMENT OF P..I$BLIC�WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEaCALIFORNIA 95965 - TELEPHONE: 916%53` 4-4541 PERMIT APPLICATION, DATA SHEET .� --• ._ Permit No. OWNER A. P. No. Proposed Building Use/ 2_/7 Building Inspector Date ZZ 1,21 5;�'% At time of permit application, I was advised the following data must be submitted prior to permit processing and:/ r/issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and talcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . .. . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . ... . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. y Telephone S37j —�� and hold for pickup at O/'-111 'of fice, Deliver w/inspector. nthPr Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by—date date Plans checked by Date Plans approved by Z�cjate�=1-`7`7 Sets of plans on hold in File cabinet AP folder Copy—DPW — Flours: 10:00 a.m. - 3:00 p.m. This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Department of Public Works, County of Butte. 32 AC E3r1 NOTE:—Alf' Materials & Workmanship Shall C Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Machanicol Codes and, $e National Electrical Code. SC', �" ` 6o 2 (� n HILL Z.014C ` PM -79 Utility connections shall I A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. PA(466 Ovwv"the mobilehome, eithE directly behind or within�i L �!` L. r.e S half ?JI: 5 c tilehome.. -TIC-CL- permit *will be re quired k?o sfollotion of f< �cu mabilehc r in it the 97,-- MOBILEHOME SUPPORT DATA / If other than single wide, Mobilehome Mfr. furnish %etup Model No. Year Width (ft.) Box Length_ (ft.)' Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) lsSIup. Wood -pressure treated or foundation grade. a 2. Other (specify) SUPPORTS (check one) 9t -----Concrete Lblock.112. Other (specify)` Pier Footing Sizes and Locations' 'SINGLE -WIDE MULTI -WIDE Line 1 � Line 1 Line 2 _ — — Nl: Main Beams ie 2 Main Beamer — — — — — — — — — — — — -.e-Llne 4 Tag or Triple — — — — — — — — Line Line 1 Line 1 Pier -a: Size -Min• ----------- Spacing -Max- --------- From Ends -Max--------+ - (' Line 2 Piers: Size -Min .------------ „x „ Spacing -Max---------- From Ends -Max .------- '- Line 3 Roof Loads: Size -Min.-----------.- Location (From Front) Line 1 Openings: Size -Min. ------------------ ux u Each Side of Openings With Width Over --------- ! " Line 3 Piers:. (Under Bearing Wall Only) Size -Min ------------------- „x „ Spacing -Max---------------- From Ends -Max -------------- "x "x k k "x " "x " k 1. 'k ' e 5 Piers: (Under Bearing Walls Only Size -Min ------------------- Spacing -Max---------------- �_ n From Ends -Max -------------- Size -Min ------------- 'k " Spacing -Max---------- , From Ends -Max -------- , Line 5 Roof Loads: Size -Min ------------- Location (From Front) 4 • F BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET R 1. Owner's Name :rS,i�� l x s per,(/ 2. Installer's Name:�-4 3. Is the site currently under permit? Yes No (If yes, furnish permit number is 7 Is the site an�existing site? Yes No 2 (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft, away from septic tank and leach fields and clear of all setbacks and easements? Yes �No F] (If no, clarify 5. What is the mobilehome electrical rating? --------------- /0-2) Amps 6. What is the mobilehome site service rating? ------------- Amps 7. What is the mobilehome site circuit breaker rating? ----- Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? -------------- -S14,71(in.) 10. What is the type of gas service? --=---------------- Natural 1:1 LPG -[� 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- 30 (ft.) * 12. What is the mobilehome gas demand? ---------------------- *(This information not required if pipe.length less than 6 ft. on natural gas or less than,50 ft. on LPG.) (BTU)