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HomeMy WebLinkAbout030-101-074AUG -17-2010 10:38 1760 Churn Creek. Rd Redding, CA 96002 530-223-6244 phone. 530-223-6484 fax. r I GUILD MORTGAGE gu•rr�: COUNTY AUG 17 2010 yIEyELOYMENT SERVICES Fax: - Date: Re i l/1�006�,AV 5302236484 P.001 Am From Pages: Ir1c),-cover- page- ..._, O Urgency ❑ For Review O Please Comment D Please Reply O Please -Recycle ate--aA a I ro -t-VV YA)t v I NOTES r s RESIDENTIAL PERMIT NO. 030-101-074 02-2815 - { FORRESTER, SAM ` 11�018TH ST., OROVILLE ' NEW MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I Add ` OFFICE COPY CHECKED BY GAS 1 1 Meter By Date - ELECTRIC Meter By Daie'»� ..yA^• JOB FINALED Date) Signature J=OK. 0 = Not OK Not . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) - "cept #'s 3. 1. 2. Zoning Requirements-Settp;.r, x_asements Soils; Special MH Supp ^ cSketch Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / /' Nat. or / P' L "ft./ P LPG Roof; Shthg-Roofing 7. Well Clearance & Disconnect 12. 8. Utility Clearance 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date 8. Card B-1 Date. Card B-1 Date 9. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (PI_'ns) OK except #'s Plumb.; Cir. Test -Water Supply Test 1. Zoning Requirements -Setbacks -Easements 11. 2. Footings; Size -Spacing -Marriage Line ; 12. 3. Gas; MH Test -Demand -Valve -Connector 4. EI ricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 rain; MH Test -Fall -Flex Connector 3. Water; MH Test -Regulator -Connector 7. 8. 9. 10. Water and Sewer Connected -C/O to Grade -HD Approval Gas and Electricity Tagged Tie Downs -Type -Installation Cert. I Exits; Insp.-Sketch 11. Cert. of Occupancy t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Line V 5. tricit ; MH Test .6 -Water; MH Test j Water and Sewer Connected 8. Gas and Electricity Tagged 9' Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 lA 3 3 38/3 f MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Garage Fire Protection Framing -RC Channel 1. Zoning -Setbacks -Easements -Flood -Slope 54. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 57. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5. Stemwalls, Main; Steel-Blockouts-Wrapped 60. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Brace Interior/Exterior Wall Panels 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Card B-1 Date Card B-1 8. Piers -Fireplace Ftg.-Steel 65. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 68. 11. Water Pipe; Test -Anchors -Regulator -Service Test Elec. Trim & Subpanel, Breaker Sizes & Labels 12. Electric Underground Stairs & Rails 13. Plenums & Ducts; Clearance -Material -Support -Ins. Fireplace or Stove, Clearance -Hearth 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 73. 15. Access & Ventilation Elec. Outlets & Receptacles at Kit. Counter 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Date 79. Card B-1 Date Card B-1 Date Insulation -Foam -Looked in Attic 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 AI Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 , Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post CaDS 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes ❑ No/Planters 0 Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing , - 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground - 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 'Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541/ O• (Rev.1�/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030-101-074 ZONING AD BUILDING PERMIT OWNER EM7RqTPP SAM MEPHONE SO. FT. OCC. BUILDING VALUATION 4. . OWNER'S MAILING ADDRESS P -n 6147 PALERM01 GA 95968 -- CONTRACTONAMETELEPHONE R'S DIM CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS - - Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 5 d , $ IQ0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 3. O O BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 5.50 LOT NO. SUBDNLSION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH12MFMNWSTTF: Gas piping system 1 - 5 outlets 15.00.1y.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ lic M. ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20EOOV 0AOROR LELESSSS 23.00 ;0.6V LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: &IEL 1, 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. OR ADONS. a ACC. sins. sD 3.5¢FT: NO"ON.RESID. MULTI.OUCu, @7,50 OUTLET CIR. OWELEPPARATUS 8 R A EX. OCCU OUTLET OR FDRURa B20 @ 1.00 Ex. Occup. o.ED R= D.DE'A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ x.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisions. X Date (b La 111 0 2- Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionAA4�/ of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 41 �HAZ. 0, IMP _ O CD PAR ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. a O Oere ReceiptNo. 363928 63.00 / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT R GOLDE D -APPLICANT '�'r �'I�1�'r�'+►"tv.{'RMiI�^W"71�*fid*wf4R1VrP"".-.-•.:-+-/r'..,Y�1717F�""'+�+`�.•yYr..-»-T�-,... r.,-•-R.--r++,w+-.*i+�.*.�;,A.►a✓flp-.-3r't1..r+:�, _,.. , ..E. }.y '`-'*-i •' F 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 i OWNER_: /--ASSESSOR PARCEL NUMBER V ProposedBuildingUse: �YCounter Technician: Date: I G Items required in order to apply fora, p rmit. All b xes MUST be checked OR mark d NA in order to apply. �T 1. Plot plans, 3 or 4 sets; signed,4y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 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! m5Energy compliance design and supporting documentation in duplic .anufactured homes!() Data sheets and installation instructio , (B Marriage line informatio Floor Plan, (D')t e down or foundation plans, alb -duplicate. .`J __--V ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. f(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By /c8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ r ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings....................................................... - ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) .: Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ................................. .......... �- anitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit......................................................................... 8 California Department of Forestry plan approval ❑ paid. Sent by: ...................... anning approval for (A) Use: �(B)Parking: . (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ncroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... [D' 24"4, Worker's Compensation Carrier and Policy Number ..............:.............................. IP" , .. (-25:','Owner-Builder Verification (C��iiven to owner, ❑ Mailed to owner) ..................... ,A.'.' Letter of Signature authorization.................................................................... 27. 'ecor'ded copy of Agric ral Acknowledgment Statement .................................... 28. Man actured home 49ity clearance............................................................... ❑ 29. �Exi _ ing violatio s nd/or expired permits........................................................ ❑ 30. rant Dee M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: r When issued Telephone 5,.3 U 3 21 O 0 ar and hold for pickup. I have been in ormed ofthea ove items and requirements for obtaining a building permit. Applican : L J Date: I 1. Index permit application 2. Additional items req" Contractor, designe , owne desig ne Ra—ns reviewed by: Structural reviewed by: Note transfer by: Plan Check Letter �y�"d�ise-Rcf rtre'aFove�datab-y--'Tg-'phone, ❑ mail, ❑ counter, by _Date: was advised of the abo e daby ❑ phone, ❑email, V icounter, by Date: 3 Date: /D LZ o 2— Plans approved by: Date:_ Date: Structural approved by: :. ':Date _ Date: '. Yellow: Buildine, Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER I PROPOSED BUILDING USE A.P. # 03�). DATE 16-L-0 �1 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES"'$ / G � ;1 Balance Due ...................... Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............70. $ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) �v -43. SHERIFF FEES (paid at Building Division) ��) Residential ...................... x $360.00 = $ 3"' _ 4331 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x - = $ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) ,YHERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) A -A— 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) l tl nTu>�ul� �.e �P ff--i'Lop. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. C/i DATE /0 &/0 z Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner * . (Rev. 6/00) ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/fornls.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530 538-7157 Ext. 2016 Permit Number 0 Z 1,V23 Distric JL APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly ted. 1. Applicant's Name: SAmv p c� la. Company Name: 2. Address: � . 3. Phone: ! C A - Q S'9 L S Assessor's Parcel Number , r 4.3 C) 0 5. Location of Work to be Done / i 6. Applicant's Signature IUA 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name ^^ nn 9. Address 10. Phone: 11. Fax: _.. 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter. ❑ Sidewalk: ❑ 17. Driveway (List Type): 18.Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, emission is hereby ted. 19. Conditions Undetground Service Alert .SA. must be notified two working dayspTiOTto any excavation. 800-227-2600 20. XAll work shall conform to accompanying: Detail Z Plans O Special Conditions k 21. Date IssuedO / 02 22. Expiration Date: /O �3 G� 23 Surety: Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one wee Page 1 of 2 General Conditions — See Page 2 THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUE N2 2175 OROVILLE, CALIFORNIA 95965 TELEPHONE: (916) 533-0740 FAX: (916) 533-9243 ^ —SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: 174-0 18.th. Street Owners Name: Sam • FO.rres ter Date: 10-21-02 Address: PO Box 614 Acct. No.: 7 0115 OA Palermo., CA 95968 A.P. No.: 30-101-074 Phone: New Unit: 1 Applicant/Agent: -Same Adding Units: Address: Fees: Phone: Permit: $ 30 00 T.I.D.: 600 00 Preliminary Review By: Date: Ext. Fees: ' Remarks: r,QNNF.CTTON FEES WTT.T. RF TT40SF. APPT.T('ART.F AT SC -OR: 1000 on TIME OF CONNECTION TOT HE SEWER .COLLECTOR SYSTEM. Lateral: 75 00 CLEAN OUT, UP TO GRADE AT PROPERTY LINE, REINSPECTION Other: FEE $35.00 Total Fees: 1705 00 Amount Paid: 1705 00 Collected By:. Finaled By: Date: --- Location:2. - Size Line: 1 2 V ,. Signature of Owner/Agen MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON COMPLETION Date Billed: Computer: Paid SC -OR: A.P. File. (R.F.C.) Blue Book: Paid SC -OR: Meter Book: (S/C HG's) Rev. 6/86 ONVNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit bas -been applied for in your name and bearing *x si�pa+e. Please complete and return this information at your earliest opportunity to avoid aooeoea!4,. 4Y in processing and issuing your building permit. No building permit will be issued uoNt 8ds verification is received. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO 13 2. I HAVE a HAVE NOT 0 signed an application for a building permit for the; opo'ed wo& NI have contracted with the following person (firm) to provide the proposed eonstzmdon YAME: 2 AD SS: CITY' PHONE: I plan to prov supervise, and MAX COIN TMkCTOR'S LICENSE NO. ions of this work, butI vAired the following person to eooraiwwL to major work: ' ADDRESS: CITY:, PHONE: 4CTOR'S LICENSE NO. 5. I will provide some of the work t I ve contracted (hired) the following persons to provide. the work indicated: NAIN IE DRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNE . SOCIAL S NUMBER: DATE. D o XOTF: This Owner -Builder Verification Is required by Section 19831 and 198J2 oVAa California Health and Safety Code. This verification mast be ton9god mrd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORlti1ATION CCZ.- ?-oce^� Az application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsibk putty otrecced on such a permit. Building permits are not required to be signed by property owners unless they aro personally per�oeoaiq'15eir own work. If your work is being performed by someone other than yourself, you may protect yourself from posible 3.J liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a busiaess license from the city or county.. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various'trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ if you employ or otherwise engage any persons other than your immediate family. and the work ('including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractor= or, subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer,*and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation eoatrtbunons. ♦ There may be Financial risks for you if you do not carry out these obligations, and these risks are especially serious With respect to worker's compensation insurance. ♦ For mere scecitic information about your obligarionLs.under Federal Law, contract the Internal Revenue Service (and, i c You wish. the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact he Department of Benefit Payments and the Division of Industrial Accidents. 1: the Mcn:re is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their.own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building pernit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your cornmunity er at 101-0 N Street, Sacramento, CA. 958 14. Please complete the -Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 1 rely, Mit el C. Vidim C.B.O. ht ger, Building Inspection NOTE: Th:s Owner -Builder information is required by Seerlon 19Sjo ojrhe Coli%ntla Health and Sajsry Coda OVER 701; 1. Owner's Name: S A M co 0_0_L< -, c 2. Assessor's Parcel Number: 0 3 0 / 0 i 0- 7 L' 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] NoVA Permit No. 5. Is the site an existing site? Yes[ J "No4A (If yes, furnish two plot plans). 6. What. is the electrical rating of the mobilehome? /'60 Amperes. 7. What is the mobilehome site circuit breaker rating? l 0 0 Amperes. 8. What is the electrical rating of the mobilehome site? Z 0 O Amperes. 9. Is the main service remote from the mobilehome site? Yes[V] No[ ] If it is, what is the rating? 2 OCA Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ J No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] PropaneX] None[ ] 12. Size of� gas pipe at the' mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?Zo_(ft.). 14. What is the mobilehome gas demand? -B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 BUILDING DEPARTMEW A P Mobilehome Manufacturer: 5>' L ( j,4 f Manufacture Year: If other than single wide, furnish Setup Model Number: -0 k m Z 7. [DCS S Width: 2.L (ft.) Length:S 6 (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. FOOTINGS: Wood pressure treated or foundation gradeK] Other: SUPPORTS: Concrete block Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location MNGLE WIDE MULTI -WIDE Line 1 f e 1 Line 2 ne 2 Main Beams Line 2Line 1 ne 3 ne 2 ............................................................................................Main Beamsne 2 ne I 0 ................................................. inc 5 Tag or Triple ine 4 !ine 1 Line 1 Piers: Size minimum: x Spacing maximum: ` From ends -maximum. ` Line 2 Piers: Size minimum: x [3 D]. Spacing maximum: ` From ends-maximum:l 2 Q ` Line 3 Roof Loads: Size minimum Location (from front): 3 Line%Roof Loads: Size minimum: Location (from front): May 1995 Line 1 Openings Size minimum: [ J 2 ] x [ J. Each side of openings with width over: 17 Line 4 Piers: Size minimum: [ J x [ ]. Spacing maximum: ` From ends -maximum: ` � 1=- Imw MMM jije2j pqjotq a X211 pVjZ ;-gj-3V X NI" 5 BUILDING i Y. vti P }sr Em '% f rf �` .:.P CO e 1 v r - - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 411 r (One form per Building) School District CJ , UY 1 / t�J Building Department No. A.P. Number�V'' U .t Jurisdiction: 0 City .©County Property Owner Property Location/Ac 4 ,:Subdivision k Residential Development Building Lot No. ......................... ...... ................................................................................... 5 0 Sq. Footage / Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ................................................................................................................... Sq. Footage (Including Exterior Roofed Areas) Date o "(Floor Plans reviewed by School District Personnel) District Identification No. 0 3 0 0 6 OrVV( 11(1 On 0A11 School District certifies that v (Applicant) 1-14-0 WI - cos (z (Street Address) (Phone Number) (City) (State) has complied with the requirements of Resolution No. ' " — _90 representing I ktb square feet. Paid by Check # t O LVA_ Remarks: 1� V'% Ii (Zip Code) by payment of $ 3� AB 2926 $ FULL MITIGATION $ �t'7• a2. Date 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 66020(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 ICEQA), 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 00/98)dmm No of Living Mobja Rome Units Installation New Addition Lot No. ......................... ...... ................................................................................... 5 0 Sq. Footage / Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ................................................................................................................... Sq. Footage (Including Exterior Roofed Areas) Date o "(Floor Plans reviewed by School District Personnel) District Identification No. 0 3 0 0 6 OrVV( 11(1 On 0A11 School District certifies that v (Applicant) 1-14-0 WI - cos (z (Street Address) (Phone Number) (City) (State) has complied with the requirements of Resolution No. ' " — _90 representing I ktb square feet. Paid by Check # t O LVA_ Remarks: 1� V'% Ii (Zip Code) by payment of $ 3� AB 2926 $ FULL MITIGATION $ �t'7• a2. Date 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 66020(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 ICEQA), 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 00/98)dmm w AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 07 -Nov -2002 2002-0060214 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from 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 purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 5!'E 4 T T AC "cD Date 610 Z- PROPERTY OWNERS: S.gw,� 1 �orLrz�s ,2 State of California County of ^• On personally appeared 00ff) i ed i?►'( QQS�'a t'. !I i7 R b� i h� �QS�aF'� � know*4e-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)*/are subscribed to the within instrument and acknowledged to me that he he/they executed the same in hIs{ker/their authorized capacity(ies), and that by hisAer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. QE LORINDA M. SPENCER / Signature ` _ Seal: tJCOMM. # 1260094 (�NOTARY PUBLIC -CALIFORNIA Z BUTTE COUNTY 0 COMM. EXP, MARCH 10, 2004 "' A.P. #n 3 C 1 (0 1 c> ? A J' SITE PLAN REVIEW APPLICATION Date: I O— 13— 2 AP# O SO— )0j_ O Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: `+ A L Owners Name: d 12 tZ Es -'1E 32 Owners Address: P D is 65 9 P #9 t— GTZM Zi 5—A, q S 9 %'S Telephone No.: Situs Address: 8TH H s -T r Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition 13 Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑' Multi -family h Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ : Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) jj Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval .99 Site Plan Stamped Approved By �!p Date i C'— Page" Page 1 of 5 ;c ' r ALL.ITEMS CHECKED APPLY TO THE PROPERTY � Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (GDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac ed) • Flood Zone: • Flood Panel No.: O-7 COCl Index Date: L-8-96 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------ ------------------------------------------------------ --- —---------- —---- ------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision- Map Front L Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 t Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road Thermalito Impact-'-QPs1RP1(. � L ❑ Other ----------------------------------------------------------------------------------------------------------=-------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: . ❑' Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements r. ❑ Yes ❑ Yes ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. Y ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil'. engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing. on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced, on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development .activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway. and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific. Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 SITE PLAN REVIEW APPLICATION Date: ►O- 8—C)2. AP# OSO- )O) — 0`7y Permit Number (if applicable) O 2— 2U % S APPLICANT INFORMATION Parcel Size: AL Owners Name: ;:n d t21Z e:STff 7Z S Owners Address: (PC) IS e) X Lo J Li PGT24 nt�) C -A C) S 9 G Telephone No.: I- S 3 - SZ i- o O 8 Situs Address: ) 8TH H S -r Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Ad -f N �S A pJ9 C. GAN nodel ❑ Mobile Homev Residential Accessory 1 i T 0 r ❑ Permanent Second Dwell: G� T 16 fJ 1� ❑ Temporary Mobile Home ❑ ❑ Temporary Travel Trailer Multi Cp -family Non-residential ❑ New Commercial ❑ Commercial Additi ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): U Well lel DO NOT WRITE BELOW THIS LME DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page 1 of 5 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 48, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550.in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. .3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. co Page 18 California 8/2001 . rm a I 9, F�-wl LWAIR-A tLOSE-,r .1 O0 9, F�-wl LWAIR-A tLOSE-,r BUTTE Co ft"IWOEPARTMEV a 'I P E Iij . . . . . . . . . . . . -.1 BUTTE Co ft"IWOEPARTMEV a 'I P E Iij w VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5 & 5a 6 7, 7A, 7B&7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System BM COUNT DIAP N4,p Release Date 8/13/2001 Engineer Approval xp AlU.I�J�J�L�]il�Jl%INd\1U►1�laUllll��J�'LL�T_ � SUBJECT TO CCRR ?C TIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIJ;,s State of California Department of Housing and Community Development D F CODES AND STANDARDS lay f Dau -/o -vl N0. % / — / Plan Approval Expires 9- 1 D- 9-13 . For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions,' (Wind Zone I & 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 x Manufactured Home Construction and Safety Standards in Wind Zones I & ll,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 fL 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 & 111. 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 11/2001 0 i r . a 56 i ma Figure 9 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be, required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & II only) nyuiC 4 6 in. lax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 California /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 CaliforniaN_�1_001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS snort u tot short Clear all loose vegetation from the immediate u -bolt U/ \ 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) 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 Pill For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount "upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches 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 S/2001 Vector Dyna ics j r Foundation Systems eos Component Parts List Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 ---------------------------------------------------------------------------------------------------------------- s e — •_• ° Vector System Q _ Kit #. 59007. Part #'s included: 59275, 59282, 59276, 83044z & 10999 o 112-2 1 � � CN,Ion ®O C ®O G Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59008 (for single stack blocks) Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California c 8 2001 Vector Dynamics Foundation Systems Component Parts List 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z O p ® o ®0 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 Ss�te `�ea�edl Aot, ea AX4lp�e I Zea•Zx QOQVCQ�p6 R Sc�eaU\e 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. Page 7A California /2001 Vector Dynamics Individual Component Parts Detail ®0 0 ff d�� 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 1.1" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Part # 59282 6.25" x 2.52" x 3" Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" Slotted Bolt " Part # 59135 i� 3" x 5/8" ® e Long U -Bolt w/Nuts & Washers Part # 83044Z 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" o3/8" x 3" (16 Threads Per Inch) Page 713 California e e ®0 0 ff d�� 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 1.1" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Part # 59282 6.25" x 2.52" x 3" Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" Slotted Bolt " Part # 59135 i� 3" x 5/8" ® e Long U -Bolt w/Nuts & Washers Part # 83044Z 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" o3/8" x 3" (16 Threads Per Inch) Page 713 California a Protecto-Strap Carriage Bolt w/Nut & Washer o Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" e 1/2" X 2-1/2"- Strap -1/2" Strap ProtectorsQa Protecto-Strap a P Part # 59232 art # 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" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' ° MS60 59165 60' Certified G120 MS600 59170 600' Strap w/Swivel Connector Part # Length 59732 12' O 59734 14' 0 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 loft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 0 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer A�I 12" wide V Drive Headx�r ��. r Black Paint: Part #59292 Part #59269°x �& Galvanized: Part #59294 O s o Drive Rods ® Part #59113 e Page 7C California Vector Dynamics System for Concrete Applications'ctor Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California 8/2001 Vector Dynamics System for Concrete Applications *mor 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 Inside Tie Bracket Compression boards Vector pad for concrete Concrete f c U -bolt page 9 California 6/2001 N CD �1 0 WIND ZONE I - 1 I � Vector Dnamics Systems Required ginqlle- for Section Homes (Materials Required) _ , _ -' - -' e cto 2 a Sp 9�n�gne°�s<at�a \gO enel t<oho -,,-- - 1 EXamPshows gnust be 1 C _ n WIND ZONE I n� o (not to scale) 1 N� 00 C) �2 sq. ft. pad R1 t; TIE \ ja DOWN �I l '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. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. -- Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73 to 90 4 3 • Anchor and stabilizer plate combination Each Vector Foundation System requires V one Mactor Kit, 2 slotted bolts V 2 ea. 1-1/4in. ties, length will vary with pier height (4725 Ib. min. break), ' V 1 ea. 4 x 4 pressure treated wood compression member ¥ 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 TDE adjustable steel strut WIND ZONE I Vector Dynamics Systems Required , J � Single Section Homes Difficult Soil Conditions eG�IOft h system�al g°ideltnes st aging tOf stak\3110° man - ' - XamP\ \e 01 s gens ale ° h°me to ' - Efa °n s acing mo b \ -=---- r�'" Mus a�dsP . ads fi t q tt. max. CD N O 0 INoi w- -- -- F F W -, V ,00 V -Drive anchors are used only in WIND ZONE I (not to scale) sq: ft. pad/ NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers! installation Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. •'V When using " Drive Anchors Home Length Vector Systems Anchors Required Each vector DriveFoundation system , 2 V" Anchors, 4 slotted bolls Required Per Side " • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea, 2 x 4 pressure treated wood compression member 73' to 90' 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression 1 1 member (center compression member only) • or 1 TDE adjustable steel strut • "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. D�WN wcmuawc Metal Pier Sets ZONE] Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.- (Materials Required) _ - : ; - - _ " �,om ems• yde�Ines- Sertle t0! sYs� nuo 9u -I 1 _eof a1 ea sPa ongl( sa�\att°me oma EXampsh°W s Must be to ♦ 1 - T\ " 1\\ustra�na spaci�9 m " , " - " " , _ ` ♦ 1 ! ♦1 May- ♦ I 1 \ ♦ 2 n. Soil Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ` 0 to 72' 3 2 73' to 90' 4 3 " Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN CflGINC[RIfIG ^`V W ccT CD �1 W O tv WIND ZONE I -- "" home Vector Dynamics Systems Required bye se �° ,o� for Double Section Homes _ _ - - ' - " { a T2 It paevnme - , - .I ♦ (Materials Required/ �Xamp e . geUst be ko tto 1\\Uskrak%o Spa°tnA R' nPadsa 1 S0 _ - I °end - _ - - , ♦ �! 1 \ ♦ _ 2 n. tt� 1ti. \ e Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. R 2 sq. ft. pad NOTE: Vector Systems should be spaced as evenly as k is practicable along the length of the home. Pier spacing must be consistent with home nomdactrers' Installation insitructions 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) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut N O WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) . Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum luired I a1 9u\del\nes \ ` `i ♦ ` \ \ ` \ 9� e� a\ sP home ,ns �ytl4hoNs mss\be \o ` I \ p\\ustot%o sP8c%r`9 'F,ads I `\ I dan P F& tio— , k L — .r:r - I r. .. a _ tl: 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. 'm '2 sq. ft. N O 0 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut 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. 'm '2 sq. ft. N O 0 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut WIND ZONE II (Hurricane) I \ I Vector Dynamics Systems Required for Single Section Homes, _ hpme ms de\\nes (Materials Required} -: _ - - - " '2 fti S� a9\e e tan lion Manua\ 9u� amP\e ws gen pe o home \\watt d sPaotn9 mus \ \ \ \ \ '\\ npadsan I \ datto I F oun 1 ^,V W (a CD Cn C7 v O .0 9 00 N 0 O WIND ZONE II (not to scale) sq. ft. pad/ *NOTE: For single section homes #j with eaves that exceed 6 inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed in additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per st report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per S Ide * Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 2 f max. kv. Vector Systems should be spaced as evenlyy as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe } r • or 1 TOE adjustable steel Strut N (a CD rn (7 N O Lk, 00 N O 0 WIND ZONE II Vector Dynamics Systems Required r for Double Section Homes _ , . " - ' Ub1e Sedlo of s �a�ua1 (Materials Required) _ _ , _ -' - " f a 72 f ad pacm� ato( pa\\a\1on �e 0 s ge�ef a to hofn, to showmu- ads use b �111us�ra�d sPa°to9 m _ . - ' , .. I � . ` ` ♦ adsa -- _- `` 1 �♦ -four — � ♦ ,fix: s_y : ,.. � .. ____... 1 ' ;ifs !�• .�, � ♦ 1 " s. 2 tt. max• ; I Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pre, the length of the home. Pier spacing must be consistr manufacturers' Instructions and/or state requlrementl 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 " 0to48' 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) 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 10 S4 Ua\ CJ mos .mom, �. 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 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 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 Required Home Length Vector Systems Required er Sides 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 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 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM. Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 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. • o Page 18 California 8/2001 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 06 -Dec -2002 2002-0066902 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. SAMUEL B. FORRESTER AND MARIE L. FORRESTER BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY PO BOX 614 7 COUNTY CENTER DRIVE MAE-WG ADDRESS MAII.WG ADDRESS PALERMO BUTTE CA 95968 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE VP 1740 18TH ST. 02-2815 (530)538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BU11PING PERMIT NO. TELEPHONE NUMBER OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 0H 113UBE OF LOCAL OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME' DEALER NAME (Unot a dealer We, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION SKYLINE 1991 OKM2700S MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMElNUMBER 06700264A/BE 56 X 26 ULI339438/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBERS) REAL PROPERTY LEGALDESCRIPIION ASSESSORS PARCEL NUMBER A.P. # 030-101-074 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept a' .. FOUNDATION SYSTEM sr ` CERTIFI ��ArTE OF OCC_UPANCYk' 77 .-..*b ...f,-'� �.1 t,.�-.n..-.,7'�..da.�w�l.»..�. �'�..L�.. ,:'�• BUILDING PERMIT NUMBER: 02-2815 Address or location of unit: 1740 18TH ST., OROVILLE, CA. 95965 Legal Description of Real Property: SEE ATTACHED A.P.# 030-101-074 (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: SAMUEL B. FORRESTER AND MARIE L. FORRESTER Owner's address: PO BOX 614, PALERMO, CA. 95968 INSIGNIA OR HUD NUMBER: ULI339438/9 SERIAL NUMBER OR V.I.N.: 06700264A/BE MANUFACTURER'S NAME: SKYLINE YEAR: 1991 OFFICIAL APPROVING INSTALLATION: DATE: 12-5-02 PHONE: H.C.D. 513C (530) 538-7541 Preliminary Report Description Order No. BU -202477-3 AM The Iand referred to herein is situated in the State of California, County of Butte, and is described as follows: I` PARCEL I: BEING A PORTION OF LOT 4, IN BLOCK 110, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF THERMALITO, BUTTE COUNTY, CALA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 8, 1887,.AND-DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 4; THENCE NORTH ALONG THE WEST LINE OF SAID LOT 4, A DISTANCE OF 290 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE EAST AND PARALLEL WITH THE SOUTH LINE OF SAID LOT 4, A DISTANCE OF 125 FEET TO A POINT, THENCE NORTH AND PARALLEL WITH THE WEST LINE OF SAID LOT 4, A DISTANCE OF 70.0 FEET TO A POINT; THENCE WEST AND PARALLEL TO THE SOUTH LINE OF SAID LOT 4, A DISTANCE OF 125 FEET TO A POINT ON THE WEST LINE OF SAID LOT 4; THENCE SOUTH ALONG THE WEST LINE OF SAID LOT 4, A DISTANCE OF 70.0 FEET TO THE TRUE POINT OF BEGINNING. APN 030-101-074-000 (PORTION) PARCEL II: THE NORTH 7 FEET OF THE WEST 125 FEET OF THE SOUTH 290 FEET OF LOT 4, IN BLOCK 110, AS SHOWN ON THAT CERTAIN MAP. ENTITLED, "MAP OF THIO, BUTTE COUNTY, CALA', WHICH -MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 8, 1887. APN 030-101-074-000 (REMAINDER) h- Ilfl!lfll!!!Illflll!lIIIIIIlf�fll RECORDING REQUESTED BY Recorded i REC FEE 13.00 MID VALLEY TITLE & ESCROW CO. Official Records I TAX 18.710 S-� AND WHEN RECORDED MiAII. To: C BUT kof � 10.00 SAMUEL B. FORRESTER CANDACE J. GRUBBS I MARIE L. FORRESTER Recorder { P.O. BOX 614 RG51_MARY DICKSDN { Assistant I Alyce PALERMO, CA 95968 .09:00AM 16 -Oct -2002 I page 1 of 3 ESCROW# 202477AM-3/ORO-C Space Above This Line for Recorder's Use Only A.P.N.: 034-101-074 Order No.: 202477AM Escrow No.: 202477AM GRANT DEED .(j�� THE UNDERSIGNED GRANTOR(s) DEC s THAT DOCUMENTARY TRANSFER TAX IS: COUNTY 18.70 X ] computed on full value of property( �nveyed, or �- 1 computed on full value less value of liens or encumbrances remaining at time of sale. [ ] unincorporated area; [ ] City of _. and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, VERTA R. OVERMAN, AN OLMMM WOMAN, , WHO ACQUIRED TITLE AS VERTA R. CORDER and REBECCA CORDER, a Single Woman as Joint Tenants hereby GRANT(S) to SAMUEL B. FORRESTER and MARIE L. FORRiESTER, Husband and Wife as Joint Tenants the following described property in the UNINCORPORATED AREA, County of BUTIM State of California; ATTACHEDSEE t' VERTA R. OVERMAN CORDER � — — Document Date: October 8 2002 STATE OF CALIFORNIA AS COUNTY OF BUTTE ) on \ before me. _ KARY J. BIDWELL—NOTARY PUBLIC personally appeared VERTA R_ OVERMAN personally known to me'(or proved to me on.the basis of satisfactory evidence) to be the persons) whose names) istam subscribed to the within instrument and acknowledged to in that he/she/they executed thesaw in lois/her/their authorized capacity(tes) and that by bis/her/their aguatare(s) on die instrument the person(s) or the entity upon behalf of which the persoi (s) acted, executed the tostru ett R►1'TNFSS hand ofFicW seal. ,�� ��/r � /%/� Sigaadrre i��C-GL[,.t)�L'iC/ KARY J, BDWELL C pn 11201170 he 711 }totoy PJAO &M6 oECdftfrAO ov a, 2002 Matt Tax Statements to: SAME AS ABOVE or Address Noted Below STATE OF CALIFORNIAra BUSINESS, TRANSPORTATION AND HOUSING AGENCY y� DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS,,,,,, REGISTRATION AND TITLING PROGRAM LIEN SATISFIED unit is a: ® Manufactured Home/Mobilehome ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper- The amperThe Decal (License) No.(s) of the unit is: LAV1402 The Trade Name of the unit Is: SKYLINE The Serial No.(s) of the unit Is: 06700264A/BE Name of Debtor(s): SHANE R. WILD AND JENNIFER A FOSHEE SECTION 111. LIENHOLDEWS CERTIFICATION This is to certify that our/my lien in the name of the debtor shown above against the described unit has been fully satisfied and has not been assigned to any other party. Print or Type Name of Legal Owner or Jr. Lienholder (Lender): CONSECO FINANCE SERV. CORP F.K.A. GREEN TREE FINANCIAL SERV. CORP Signaturef ega� Owner, Jr. Lie older (Lender) or their Authorized Agent: Address 4625 RIVER GREEN PKWY DULUTH Street Address or P.O. Box Oty HCO 475.3 (rlM DATE 11/12/02 GA 30096 Stets ZJp Code DEPARTMENT USE ONLY TRANS CODE SITUS CC Nam. of Mmuf `d"nrSKYLINE STATE OF CALIFORNIA BUSINESS. TRANSPORTATION AND HOUSING AGENCY a DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT e�ak DMSION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM APPLICATION FOR DUPLICATE CERTIFICATE OF TITLE DEPARTMENT USE ONLY NEW DECAL* STICKERS OLD DECAL t ID t Trade Nanr Model Name or t AVVI TbdP Datum CeDL paler License t Dab of Transfer to Dealer from LLT Exemption MFG DKe FIM Sold New DECAULICENSE t MANUFACTURER SERIAL NUMBER(S) HUD LABEL OR NCD INSIGNIAS LENGTH (Inch") WIDTH (inahoe) WEIGHT (pound.) DATE FIRST SOLD (it diHewt then Wmve) LAV1402 06700264AE UL1339438 067002648E UL1339439 ADD UNITS DEPARTMENT USE ONLY USE CODE . EXPIRATKNN DATE TAR TYPE ORIG COST PRICE CODE ' YR SALE PRICE PPF ILT EXT LPT PPT RF RECEIPT NUMBERS) RECEIPT DATE(S) CLEWS INITIALS SALE DATE ILT REGISTERED OWNER(S) [Print True Name(s)] Leet First WILD SHANE Middle R. MRF PEN1 Z FOSHEE JENNIFER A. PEN: MAILING ADDRESS LOCATION ADDRESS OF UNIT Sb -'2928 HAMMONTON RD SP 19 G"MARYSVILLE State CA 95901 Sweet City Stab IIP TRF �tbuemme) CONSECO FINANCE SERVICING CORP �D° DUPT '"A'LIN0AD0 $"7360 S KYRENE RD TEMPE S*z APPLICATION FOR TRANSFER BY NEW OWNERS //We request 11M the new Cerdlfita,te of Title and Registration Card to be issued as follows: '8528 DUPR SUe0 CONF REGISTEREDSAM OWNERS) [Print true narns(S)] �' FORI�tSTER Ftr.t N1dd1i REPO Z RREG 3. RSF HapplicaWchockow fthefollowlncr ❑ TENCOM OR ❑ JTRS ❑ TENCOM AND ❑ COMPRO PLT MAILING ADDRESS FUTURE MAILING ADDRESS LOCATION ADDRESS OF UNIT LEGAL OWNER (print true nems) Street City Sbb IIP SIT Street City Stab Zip UTP RT Street city County Stet. Zip ASF CCP " iame ohotik om of Use folbwln ❑ TENCOM OR ❑ JTRS ❑ TENCOM AND ❑ COMPRO MAILING ADDRESS Street city Sbt. Zip TOTAL FIRST JUNIOR LIENHOLDER ("Ant true name) N check one of the following: ❑ TENCOM OR ❑ JTRS ❑ TENCOM AND ❑ COMPRO MAILING ADDRESS Street City Stab Zip HCD IEOA. Side 1 (7197) DECAL (kJCENSE) NUMBER(S) SERIAL NUMBER(S) LAV1402 06700264A/BE TRADE NAME SKYLINE SECTION I. CERTIFICATION OF MISSING TITLE The ori Inal HCD Certificate of Title or DMV Ownership Certificate (pink slip) was: Lost, ❑ Stolen. If the title was lost or stolen after receiving it from a party other than the Department, enter the artys name here: Illegible, ❑ Mutilated. A mutilated or illegible title must be surrendered to the Department. ® Not Received from the Department. This box can only be checked by the Legal Owner of Record (lienholder), or if none, the Registered Owner of record. I/We certify under penalty of perjury under the laws of the State of California that there are no liens against this unit other than those shown on this application and the statements made on this application are true and correct. I/We agree to Indemnify and save harmless the Director of the Department of Housing and Community Development for any loss suffered resulting form the issuance of said duplicate Certificate of Title. Executed on 11/12/2002 at RANCHO CUCAMONGA CA (Date)(G"ry) (Stale) C)nnm##XONSECO FINANCE SERV. CORP C)Clih 11'C .i Q /� i1mv Printed Name of Person Completing Certification SECTION 11. RELEASE OF OWNERSHIP AND/OR INTEREST 11 A. RELEASE OF REGISTERED OWNER RELEASE DATE SHANE R. WILD AND JENNIFER A. FOSHEE REPOSSESSED B. RELEASE OF REGISTERED OWNER RELEASE DATE ' REPOSSESSED C. RELEASE OF REGISTERED OWNER RELEASE DATE T A RELEASE OF LEGAL OWNER (UENNOLDER) r�C RELEASE DATE CONSECO FINANCE SERV. COR byttc B. RETENTION OF LEGAL OWNER DATE C. ASSIGNMENT OF LEGAL OWNER DATE .3 A. NAME OF DEALER ► B. RELEASE OF DEALER 4 A. NEW REGISTERED OWNER SIGNATURE B. NEW REQMRED OWNER SIGNATURE C. NEW REGISTERED OWNER SIGNATURE NCO 480.4. Side 2 (7117) DEALER NUMBER RELEASE DATE If this transfer is the result of a sale, the sale price and sale date ipy,>g); be entered below. PURCHASE PRICE PURCHASE DATE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY TOfy�,,, . DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS m • REGISTRATION AND TITLING PROGRAM BILL OF SALE SECTION I. DESCRIPTION OF UNIT This unit is a (check one): I Manufactured Home/Mobilehome Commercial Coach Floating Home F]Truck Camper The Decal (License) No.. (s) of the unit is: LAV1402 The Trade Name of the unit is: SKYLINE The Seriat No. (s) of the unit is: 06700264A/BE SECTION If. STATEMENT OF FACTS For the sum of SMTEEN THOUSAND dollars ($ 17,000.00) and/or other valuable consideration in the amount of the receipt of which is hereby acknowledged, I/we did sell, transfer and deliver to SAM FORRESTER Buyer on the 12TH day of NOVEMBER 20 02 my/our right title and interest in and to the above- described unit. SECTION Ill. SELLER'S CERTIFICATION I/We certify under penalty of perjury under the taws of the State of California that the following is true and correct: (1) I/we are the lawful owner(s) of the unit, and (2) I/we have the right to sell it, and (3) I/we guarantee and will defend the title to the unit against the claims and demands of any and all persons arising prior to this date and (4) the unit is free of all liens and encumbrances, except for the lienholder shown below', whose lien presently exists and has not been paid. Executed on 11/12/02 at RANCHO CUCAMONGA CA Daft G41 store Signature of Setter CON$ECO FINANCE SERV. CORP. Date Signature of Seller Date SECTION IV. LIENHOLDER'S INFORMATION NOTE: The space below is NOT for liens created by the buyer in this transaction. 'lienholder Address Stmt Address or P.O. Bar MCD 4T5.1(11f00) C+ry Stair ZO Cede SECTION I. This unit is a (check one): STATE OF CALIFORNIA N I OF/, BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT. OF HOUSING AND COMMUNITY DEVELOPMENT m DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM rY UNIT ® Manufactured Home, Mobilehome, Multi -unit Manufactured Housing ❑ Truck Camper ❑ Floating Home The Decal (License) Numbers) is: LAV1402 The Trade Name Is: SKYLINE The Serial Number(s) Is: 06700264A/BE SECTION II. FORECLOSING CREDITOR INFORMATION FORECLOSING CREDITOR STATUS (Check One): El Legal Owner ❑ Junior Lienholder ❑ Other NAME: CONSECO FINANCE SERVICING CORP _ ADDRESS: 7360 S KYRENE RD TEMPE^ AZ 85283 alreer Raaress or P.O. Box City state Zip SECTION 111. NAME AND ADDRESS OF DEFAULTING PARTY NAME: SHANE R. WILD AND JENNIFER A. FOSHEE MAILING ADDRESS: 2928 HAMMONTON RD SP 19 MARYSVILLE CA 95901 Sheet Address or P O Bog, C1tY state Zip SECTION IV. PUBLIC OR PRIVATE SALE INFORMATION AS A RESULT OF THE PUBLIC OR PRIVATE SALE HELD ON 01 /17/2002 THE UNIT HAS BEEN (Check applicable box(es) below): 1. ❑ SoaTo: SAM FORRESTER (Name of Buyer) 2. Retained By Foreclosing Creditor (K subsequently sold, complete A or B below) A. ❑ Placed On Consignment With A Dealer And Sold To A Private Party Dealer Name and Number. Name of Buyer(s): B. ❑ Sold To, at a subsequent sale on (Name of Buyer] (Date) SECTION V. CERTIFICATION Check Appropriate Box ❑ I=* that the fair market value of the manufactured homa/mobilehome, floating home or truck camper was one thousand dollars or more at the time the security Interest was created. i certify under penalty of peony under the laws of the State of Califomia that the foregoing is true and correct and that the Notice(s) of Default or Belief of Abandonment, Notice(s) of Sale and Distribution of Proceeds from the sale of the described unit has been executed In the manner prescribed by Section 18037.5 of the Health and Safety Code. ❑ I =y under penalty d perjury that the foregoing Is true and correct and that the loan for the above named defaulting party and the described unit includes the real properly to which the unit Is installed upon, and, the Nodoes(s) of Default and the Notice(s) of Sale and Distribution of Proceeds from the sale of the described unit have been executed in the manner prescribed by Section 18039.1 of the Health and Safety Code. Executed on 12/2002 at RANCHO CUCAMONGA CA D red (City) --- --- (state)HCO 476.1 ----- --- Signature __ TITLINVENTORY CONTROL_ SPECIALIST �Fo 2 QE it 2 l u r�i A). I H aernAk-< <o P. (P.,4. ffiO3o - iL)I- 7y I _ r if 3CAtc / � ?S,o p%- N E T YA KIS ?Ouc/L b 1 iG r y 1'Lle) H - -7-7 S�Ic'1� {COTE: See the attached Residential Construction Requirements Z Pages 3 V) I � N w rm MKY ` cy T'� EPARTE VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE .1 & 2. INSTALLATION INSTRUCTIONS For. the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5 &5a 6 7, 7A, 7B & 7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 0 I . , Release Date 8/13/2001 Engineer Approval c� Jl� :J�llf� H THAsataje �A�6&(:Vd118551 SUBJECT TO CC R^_C T IONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATSJ;:S State of California Department of Housing and Community Development DM F CODES AND STANDARDS BY f Date—/°"y/ NO. (TY— — / Plan Approval Expires C? — D 3 For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & 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 1 Maximum Pier Height (Wind Zones I & II only) " - The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & II only) nyu►C 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 - 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-611001 Set -Up Instructions for the Vector Dynamics Foundation System #5900% (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS snort ung snort Clear all loosp e vegetation from the immediate u -bolt / \ Yu` �ic area where our Vector foundation ads 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 � l Long. U -Bolts C 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. D fr 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Pio �rrori��csr For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount *upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through. the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches vstjhe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California S/2001 yi'a y n� S, ': IM: •{ti. •_ G� Ye. y ,a ... F <� 4 .. N .. F Vector Dynamics Foundation Systems n4Cs_ Component Parts List WIN Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts e Vector System Q _ Kit # 59007 otI &Io�� ® Concrete Vector System o e El a Kit # 59008 (for single stack blocks) :� ®O C ®O C Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 1. l• ll� �. Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California NO 8 2001 Vector Dynamics Foundation Systems Component Parts List 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z o e Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store SSUte `�ea�edl 4y,4lQ�e e� qo ' I Za�2x aOQVCQ\Qe R° VON\e 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. c Page 7A California /2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad •. Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. 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 o o Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" Slotted Bolt Part # 59135 m. 3" x 5/8" Long U -Bolt w/Nuts &Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 o Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page 713 California Protecto-Strap Carriage Bolt w/Nut & Washer o Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors oe Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" e PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"16 x 4.5" Tie Down Marked & Certified G120 Strap w/Swivel Connector Part # Length 59732 12' 59734 14' 59736 16' Earth Anchors 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 V -Drive Head Part #59269 Drive Rods Part #59113 Tie Down Marked & Certified G6.0 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available Earth Anchor Stabilizer 12" wide Black Paint: Part #59292 Galvanized: Part #59294 Page 7C Californi L TIE DOWN -!14UNEERING �� Vector Dynamics System for Concrete Applications, , actor 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 ,.5/fib 95' Vector pad • e concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge k-bl California 8/2001 Vector Dynamics System i „yrua for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier seta 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 •til ':"� _ ;..` - Vector pad 0e of for Ati� _ - concrete Inside"° Tie Bracket . 1� .1 z •r it Concrete Compression �' �'� fotc boards U-bolt page 9 California 6/2001 WIND ZONE I ' Vector Dnamics Systems Required for Single Section Homes (Materials Required) - 1 _ �e foe Sed %9 ooy , 05a\ a- 2 ft 5.t"Cg tot \Iec�a�to� - " ta W s geoe< be o home 1 iii�as aio Spacing G (1d 1 ' c dation pa n gyp. oc O. 34 tt max. i r n WIND ZONE I v o (not to scale) s 00 N) �2 sq. ft. pad NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 • Anchor and stabilizer plate combination Each Vector Foundation System requires Y One \kctor Kit, 2 slotted bolts 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. 3-112" or 4 nominal SCH 40 PVC pipe compression member Y or 1 TDE adjustable steel strut n W 0 tv N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ NOTE: Vector Systems should be spaced as evenly as Anchors Required i" Is practicable along the length of the home. Pier spacing must be went with home manufacturers' i tstalation Per Side' WIND ZONE I 0 to 72' Maximum allowable working drag load I Vector Dynamics Systems Required _- _ - 1 1 Single Section Homes _- -"" �' - Soil Bearing Capacity: 1,000 PSF minimum '` Difficult Soil Conditions - -' 1-1/4" frame ties w/4725 lbs. min. breaking strength. 1 � When using "V" Drive Anchors 14 member (center compression member only) 111e to o`1Ste n�a1 gcide\�n es. sec�lo \e \jec Ina It st a9in91or - - - fs h°me genet be to EXatnPsho 1 On sy ads tion d 2h.. me P Aii CD +r. 0. g411.c.\yP n W 0 tv N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ Home Length NOTE: Vector Systems should be spaced as evenly as Anchors Required i" Is practicable along the length of the home. Pier spacing must be went with home manufacturers' i tstalation Per Side' Instructions and/or state requirements. 0 to 72' Maximum allowable working drag load 3 'for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Anchors Required Etem requires oavectorii2t/riVDi a Anchors, 4 slotted bolts Required Per Side' • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression 14 member (center compression member only) • or 1 TDE adjustable steel strut * "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. T/E DOWN /flf.IN!/RING' "U ry to CDN n n� Metal Pier Sets ZONE I --- " I J \ Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.- - - : " - -, (Materials Required) _ - - - " - e�tior h°y en'�a1 gu1de11nes - - - - { a 2 {a spa9 �n9e°ns a 1 ' 11W�-_s ta�' d sPsk \3e sboV4 genet a°`n9 mo - - - T n )ad �- Way- tip. MI-ImIm"R"- I .h 34�op.lYP• Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 - Nncnor ana Staum[er IJlate t-umulrlduull NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. . TIE DOWN PflGINC[RING cit (fl (D W C C0 O 1 a) I ` WIND ZONE I "• " '. 00 hOm ems ��de1\(\es Vector Dynamics Systems Required _ _ - -' �e SeGtt cto( sys arw ci for Double Section Homes _ _ _ - ' " " of a 72 k p Nq 1° S 3J\aktor\ m I oMe (Materials Requiredl - - EXampin sh�Ws 9eOst be to h I I . ` uadatto - , XNi x. y <k3 ♦ 14 AA h m iY Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. 0 �2 sq. ft. pads 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 In suction andfor state requirements. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolls • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725lb..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 CD v O 3 0). WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum luiredY o4 -Seam - 9t e�el P eta% G.�N„nr[1 s shOws mVs\bds e 10 I ` , ndatton Pa Ou _ 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.Pier spacing must be consistent with the home Installation manual. 00 '2 sq. ft. 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. 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 TIDE adjustable steel strut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - is allowable at each system.Pier spacing must be consistent with the home Installation manual. 00 '2 sq. ft. 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. 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 TIDE adjustable steel strut WIND ZONE II (Hurricane) Vector Dynamics Systems Required - - for Single Section Homes _ - ": _ - ' on h°R` ems• aide\fines• , , , _ - (Materials Required}" , _ _ - s;n9!e jot k%o tot ton manual ' - o� a e� fa1 spac` me lasts - _ S)L3 hows 9 us be to ho - \\\vstt glo spactn9 m - - .� -n\ tc n !v O 3 A 9 1! r') a 0 O WIND ZONE II (not to scale) sq. ft. pad/ "NOTE: For single section homes J# with eaves that exceed 6 inches in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per st report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per S Ida " Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 -u. max. tJ9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or slate requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe r • or 1 TDE adjustable steel Strut 'i ... P. - '',��; '. F f ,. .. - + tf ,. ;' '.,f 1 ARE i.:. • i.�..r v. . � ., - -4, _. _ �� � 4. 0 O 3 W 00 N O O WIND ZONE II Vector Dynamics Systems Required - " - - " <�on hom ems ��det�nes•lc for Double Section Homes _ - - Ube solo tot siske a� 9,1 (Materials Required) " " - { a 12 f,aa pa"me ��sta��a�`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. WIN- IS IN- / ISM 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' 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 TDE adjustable steel Strut n N O LY WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 ds �G /�_,-��� •���:. = v,= �" � ate. "�.�� -_ . _ i " -� 4'� 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 Bearinq Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum 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. lies (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut Required Home Length Vector Systems Required Per Sides 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. lies (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut