Loading...
HomeMy WebLinkAbout017-230-043r 0, r E Russ Ferguson,-;ro74 n/s Humbug Rd. approx. 4 mi. o. of Skyway, Chico i Permit 4511-75B (cover for ex.deck/Mi:: 011-070-043 02-27 INALED SUTTON, LOREN 0�a,G 1367 HONEY RUN RD., CHIC CONT: CHICO MHS EX MH PERM FND EX SITE 011-0700-; 3 02-29 SUTTON, LOREN l INALED 1367 HONEY RUN RD., CHI CONT: CHICO MHS CABANA (AS BUILT) r 0, r E a c+ NOTES I RESIDENTIAL ✓��Ii 011-070-043 02-2901 PERMIT NO . SUTTON, LOREN — 1367 HONEY RUN RD., CHICO CONT: CHICO MHS CABANA (AS BUILT) SPECIAL CONDITIONS CHECKED BY Z'SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER GZ �1440 JOB FINALED (Date) `l Signature .%Z~ = OK = Not OK = NotNoApplica Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG ISCELLANEOUS Date D C COVERS, CARPORTS, GARAGES (Plans) OK except #'s lloning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 7. Well Clearance & Disconnect 8. Utility Clearance Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s of; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 1 V 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date v 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 1. 8. Gas and Electricity Tagged 2. 9. Tie Downs -Type -Installation Cert. 3. 10. Exits; Insp.-Sketch 4. 11. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card B-1 Date Card B-1 Date Elec.; Grounding;. Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve Date 5. Electricity; MH Test Date 6. Water; MH Test 7. 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 ISCELLANEOUS Date D C COVERS, CARPORTS, GARAGES (Plans) OK except #'s lloning Requirements -Setbacks -Easements 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. E ectric 9 rmg.; Sills-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh 10. of; Shthg-Roofing 1 V Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date v Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding;. Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance 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 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 59. Card B-1 Date Card B-1 Date 60. Shear Walls; Nailing -Bolts 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 Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 64. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 65. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 66. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 67. 32. Service -Riser Conductors & Ground Main Disconnect 68. 33. Equip. Clearances Panels-Motors-Mech. Equip. 69. 34. Clothes Closet Light -Shower Light -Spa Light 70. 35. Smoke Detector 71. Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 75. Garage Fire Door; Swing -Landing -Closure 36. A.C. Ducts Insulation & Support A.C. Duct in Garage -Damper 37. Vent Fan, Exhaust above insulation Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 80. 40. Attic Access & Platform if Furnace in Attic Date Guard Rails & Deck Construction -Post Caps Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s _ 41. Sills Proper Materials & Anchors 84. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 85. 43. Bearing Walls over Girders & Floor Nailing 86. 44. Draft Stop in Walls (rat proof) 87. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 88. 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 Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 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 6EVELbPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ©zMal • (Rev. 12/96) I APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-070-043 ZONING 1 BUILDING PERMIT OWNER TELEPHONE SO.FT. OCC. BUILDING VALUATION 170 1.0 692.00 OWNER'S MAILING ADD ESS 1367 14ONEY 'RIJN ED-, CHIMY CA 95928 CONTRACTOR'S NAME CHICO MS TELEPHONE 1895_ 1774 CONTRACTORS MAILING ADDRESS P-0- Rny 4191, CHICO, CA 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1$10692.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 227.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 ❑ Udlities ❑ Installation ❑ Other ❑ Describe Work: C ARANA (AS BUTT T) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OR 600VMain Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i j full �orc d effect. �,/� 1O License Class Lic. No. / -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier P licy Number he 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 f I should become subject to the ers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. X �— Date 9 - f9 Z=_ Signa (cant - ❑ Owner Contractor ❑ A entAn O A p rmit is required for excavations over 5'0" deep and demolition or constructionof st ctur s over 3 stories in height. Main Service 200A TO IOooA 46.00 NEW CONST. WEACSO ( a WNCG OC OR ADDNS. O . BLCCUP. 9 . 3.5¢FT. 6.93 MULT"OUT Ur 97,50 NOON-RESID. BRANCH POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.OIrTIET OR FIXTURES BAS p':w OWNER FU(ED APPLNS. OR 5.00 Ex. Occup. otrrLErs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT L FEE $ 254,83 HAZ. .� FE IMP O D P C PD ISSUE This permit is her issued under the applicable provisions of the Butte County Code and/or Resolutions to do work 4indic for which fees have been paid. ]Date PIR ON I �� Date ReceiptNo. 364165$227.90PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDEN RO - LICANT IrMewt�it�.�'11r�Ry`.rrsw.++.-r�f-•r wtr�..�.�..����--ey._�-a'..�-rn+..T-.....y�K..+.-.......r,----••,.---r .r.,•......-�..�.�v-..r+,�,�c,��M'"4y'�'�ii�1'�jR•`�PI',,Tll �+. na t i r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION s ` 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 A� .t PERMIT APPLICATION DATA SHEET OWNER: i� G Y—NI, ASSESSOR PARCEL NUMBER C) 1^ r Proposed Building Use: �> d. ✓JCS 1�� _- Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR 6663ked NA in order to apply. '*Plot plans 3 or 4 sets, signedty the preparer of the plans. om lete tans, r 4 sets, signed by the preparer of the plans. 3.Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance desio' ind supporting documentation in duplicate. I] 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan' and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. 11. Detached Accessory Building Form filled out by the owner ..................................... b��Ha�dous, Material Form...............................................................................oo Remaining items needed to issue the permit. (May require additirepartment upon receipt of the folio wing ' s.) �ees as shown on the attached Schedule of Fees Due Sheet.... ..i2 .Qi ��� of 1'P Iree ❑ 15. Statement of Intent for Non -heated and A/C Buildings ................ ❑ 1 anitation and plot plan approval from the Environmental Hein ❑ 17. City of Chico Plumbing permit .................... ..................................................: California Department of Forestry plan approval Q paid. Sent_ by: [11'9 L .................. ❑ 19. Planning approval for (A) Use: C 30K (B)Parking: (C) rc'el Check: 1) ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Con ractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Workers -Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner=Budder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ry. ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. •Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: „c�` �^ I .. When issued Telephone - I and hold for pickup. I have been'ifformed of the above items and requirements for obtaining a building permit. Applicant:\ D /(� Z 3 U Z i 1. Index permit application "advisedof er Plan Check Letter 2. Additional itefns required Lq ontr ctor esigner, ownere y ne a ,W, t6r, by Date: ontra , designer, owner,a dala by phone, ❑ mail, ❑ counter, by R P3 Date: ans reviewed by: j?.ig Date: S _ Plans approved by: im Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 021 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number I/— CIO —01/3 Jurisdiction: City County Property Owner / � , �- p 4 a U .4.4 y ^/ Property Location/Address _3 � ��� r „� I I X-1 A e ..y Subdivision Lot No. .................................................................................................................. Residential Development Sq. Footage OF No of Living Mobile Home AdditioN •Supplemental to (Group R) Units Installation Conversion Permit # .(No foundation inspection;; .................................................................................................................... Commercial/Industrial New Addition Department door clans reviewed by Scnool Uistrnct Personnel) Sq. Footage (Including Exterior . Roofed Areas) //-4- OZ Date District Identification No. _ N School District certifies that A, f% (Applicant) pa.—c — 't --I —) J (Street Address) (City) (State) has complied with the requirements of Resolution No.' representing square feet. 11C111 I AB 2926'reT1^u p Code) by payment of $ f Date Paid by Check # Remarks: 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 Califomia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SP 7-7-0 SCHEDULE OF FEES DUE OWNER �/ PROP O DING USE L Ac - 1. ILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ evised Plan Checking Fee .............$ 2. SC OOL DISTRICT FEES i _ �> I aid at District Office) (Available after Plan Check) A.P.# /l-07U—Qy3 DATE RECEIPT # DATE REC. 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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. APPLICANT DATE 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) CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards - 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07, culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional,sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive I of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�9 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3--. AP # PERMIT # NAME \- 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50.feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop vwithout obstructing traffic on that roadway. (I`] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull, property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fl:ial inspection of a building permit. I Page 2 of, 3 -//,e) �3 d L - ZSa i -�� Lo2�_ AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 AN. O O I REVIEWED BY BUTTE CO. FIRE DEPT. CA - CALIF. DEPT. of FORESTRY C approved as submitted Fj approved with conditions 9�7n�tu–ro—bl- Date STRUCTURES AND "HANGS'SHALLBE CLEAR EOUOPMENT INCLUDING F ALL FASEP A SET ®ACF OF 4ENT,. / a FT. FROM TfjE 3-0— F FRO" "I" SIDE AND FT. FROM rH F REAR PROPERTy FROM '0 5 6rEAR STRUCTURES 0 S S AND EQUIpWNT EXC- STRUCTURE, -ERLINE &M6—R OF THE CEN7 LINES AND ':OR A 2 FT, EA VE SHALI Be EAVE OVERHANG. EP P*c� -4-6o, 1% c V �9 -0 ' has c c: CD EE40, d- ,pj Lu - 0 CD X D - W �v M0404,4 42 4,6a 9-6 P.M 06A -N .o / l. -. 070 - 0`L3 .0''3AOUddY UGRWd3a-DW"Nnv AlNnO3 311n A Z V�l sinicue"ISFts =4499H IMUDLUU f4unot)wng G3AObddV a I F -I Ll FROM CHICO MOBILE HOME SPECIALIST FAx NO. 530-895-1774 Nov. 18 2002 12:57PM P1 SE 9—Hes AZ TO: Building Department FROM: Environmental Health SUBJECT. Sanitation Clearance SA� n 01 Owner'' AP# Plan Approved for: Sewage yD�isgpsal )< v -Water Supply: Pub lic Priv-a te Well Clearance for — dweIfier :�;,4P0:Mat"C),?, )< C),? , — ak AN k Hold final for: Final clearance O.K. for: NOTE: a A r Environmental Health Specialist Date 8196 L747, QW.M -0 ci� 7. IWTTE APPR0 ED R 7 `tR .i•' �i m �aG ,S `ate►.,� , f `ter s •� � �� � � � � X � 8 IM FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under build- ing permit application (92 7 ZZY(e at ' �_ 1i1 does A.P. # ©�l-07C%y' for. not equal or exceed the definition of "Substantial Improvement."# I am aware the*building site is in a flood -plain area, even though I am not required to comply with the flood plain management criteria. PROPERTY OWNER �- ADDRESS % jet/ �°7LK� )L9 PHONE NO. DATE *Substantial improvement is defined as follows: Any repair, reconstruc- tion, or improvement of a structure, -.the cost of which equals or exceeds 50% of the market value of the structure either, (a) before the improvement or repair is starred, or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate costs. zd dZb:TO 20 GO noN` DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville CA 95985 Phone (530)538-7541 Substantial Improvement Worksheet for Projects within FEMA Floodplain Existing Building: APN: DATE; %/ 6 70 -- O V. 3 USE - AREA SF -VALUE TOTAL . X X - x X = X X = X x = X X = X X = (Existing Structure Value (ESV): 15-1 _ —0-7- q Proposed Addition -Remodel USE AREA SF -VALUE TOTAL x 1 ! 8 x 51, �-v _ X X = X X = X X = X X = X X = Remodel Contract: llmprovements Value (IV): 1/D P ? Improvement Percentage = IV =p y = ESV F5' -7 ,1- If improvement percentage equals or exceeds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. 4 NOTES �D Z_ THE HCD FORM 433A FOR THIS MH CANNOT BE i RECORDED UN IL ONE OF THE FOLLOWING HAS 4 BEEN T INTO THE BUILDING DIVISION: (1) ENSE PLATE(S) OR DECAL (THE I IN�TEJMENT TOR MUST RETREIVE). (2) S OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. L t X, SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature .�J . CHECKED BY RESIDENTIAL PERMIT NO. 011-070-043 02-2746 SUTTON,LOREN 1367 HONEY RUN RD., CHICO CONT: CHICO MHS EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE i RECORDED UN IL ONE OF THE FOLLOWING HAS 4 BEEN T INTO THE BUILDING DIVISION: (1) ENSE PLATE(S) OR DECAL (THE I IN�TEJMENT TOR MUST RETREIVE). (2) S OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. L t X, SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature .�J . CHECKED BY J=OK 0 = Not OK :=NotReadyab'e DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 4. 6. Water; MH Test -Regulator -Connector 5. 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. 8. Gas and Electricity Tagged 7. 9. Tie owns -Type -Installation Cert.' 8. 10 zits; Insp.-Sketch 9. 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify ft with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing=Veneer-Stucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK- - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htc; 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 71. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 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 Y 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 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: 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-Underfir. 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 -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 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: ' � _ !, -. _ ; - � .. �. r , L � _ ?� 'a J �_����. ' �_� � r �/ � ` ' � _ !, -. _ ; f 71 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�y y 00 - (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBER ZONING BUILDING PERMIT OWNER � TELEPHONE SO. FT. BUILDING VALUATION pOCC. 1056 57 024.00 OWNERS MAILING ADDRESS 1367 RONEY RUN RD., CHKOCA 95928 CONTRACTOR'S NAME 9 TELEPHONE CHICO MRS 18954774 CONTRACTORS MAILING ADDRESS CONSTRUCTIONLENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ 97 09Z,_00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee 450.50/2 s225.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 SUILDINGADDRESS 1367 HONEY RIJN RD-, CHTCD Energy Plan Checking Fee $ PERMIT FEE $ 208,25 LOT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 -p Water piping ing 15.00 5,00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: EX MH PEM EM EX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W :: 020.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Filing Fee 20.00 800V OR LESS Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ' in fu I f Fe and effect. cc License Class - Lic. No. �J CfWNER-BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. . ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (Tabove sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worker co pensation provisions of section 3700 of the Labor Code, I shall forth th Com ly with those provisio s. X4Date /� " �- 'y c� Sign ure of Applicant - ❑ Owner Contractor ❑ gent A'I, HA p mitis required for excavations over 60" deep and demolition or construction of ructur s over 3 stories in height. Main Service z00% To 46.00so COU000A NEW coNsr. OwEwNG Occup. so OR ADDNS. ( a ACC. sLOS. 3.50FT; LET NONNaEW AaIUTOU' 14C.M. 07.50 a PSINGOtJRET CIR. OWELER APPARATUS zo @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL Q .50 FIXI Ex. Occup. our ETS(RM.)0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 318.25 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD 5SU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES applicable provisions Resolutions to do work been paid. O� D Y/0 ate O Date Receipt No..-B.D. WHITE-D.D.SCAN S OR PINK -INSPECTOR GOLDENROD -APPLICANT _.Re%.12196) ~ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 - Telephone (530) 538-7541 APPLICATION AND PERMIT A.,/sfOR.AAICtLMllCltel /Z 11 �/�� 1 •'' � 1 0UI1 DINC30ERM s- CONSTRUC710N uME" ► IENOER'3 W*A N AD01"S ®ARCHITECT OR ENOINM AACMTECT OR ENOL EWS N44UUF O ADDRESS autDr+o ADDRESS 1 Z ) '1 LOT NO. 1 sueonscns rNYE EOFSTRUCTURE SF ❑ Duplex O Moblehome Other NL sa[sw TYPE OF WORK New ❑ Addition O Remodel O UfiNGS O1 hatalanti n O Other ,�❑, 1,,^ Describe Work: - Q y i In lA I / �� �.6.�1 IT SO. FT. I OCC. BUILDING ' Total Valuation 10 '" Flin Fee $ Permit Fee , • _ Plan Checkin Fee S Energy Plan Checking Fee S S PERMIT FEE _ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas plying system t - 5 outlets t3uuamg sewer Mobile Home PERMIT FEE S ELECTRICAL PERMIT cow oR use Main Service 20" OR LESS Main Service 300A TO tooaA PERMIT NO. 20.00 fling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 (920.00 innFee 20.00 23.00 46.00 Ex. OCCU . ou W OR Fftwleaw — .w Ex. Occup. ouT�i>ETs OM)OFA. 5.00 Temporary Service 3.00 Mobile Home Facilities 20. Msc. W' 'n 23.00 ` —4 PERMI FEE S MECHANICAL PERMIT Fling Fee 1 20.00 Hood 1 1 6.501 PERMIT FEI: S Moble Home InstallW S Energy Inspectbn Fi «` °0147. TTP!FEE $ wiz a n>s, eD► roRcs ro w ss This permit Is hereby issued under the appicable Provisions of the Butte County Code and/or Resokutlons to do work indicated above for which fees have been paid. By Date ---— PERMIT EXPIRES ON "1µ�ti9�%�1L"9► �r�ilF'JTA4w'�a�Ai•�+K.�s.-�s�-�*m-�'��'�►..-�s�^re��nv�4.nr,�k'�i'�i�+�'w � ' t.,t�+;���;...�, �: �'�) 1 -�yC COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 6 r ` � ASSESSOR PARCEL NUMBER ( 01 Proposed Building Use: Counter Technician: Date: Items required in order to apply fora permit. All boxes MUST be checked OR mUked NA in order to apply. .. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 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! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to thee,plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City,of Biggs .................................... ❑ 10. Letter of intent for,non7residentia�l building.! ..... ?' t ...................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment 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) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ..................................... ❑ 28. Manufactured home utility clearance............................................................. ❑ 29. E 'sting violati� nd/or expired permits....................................................... �� ❑ 30. Grant Deed, 0- H. Title/Statement of Facts, etter from Legal Ow er C eck to H.C.D. $ ❑ 3.1� ther: I When issued Telephone L1 — and hold for pickup. I have been inform d'gi`the above items andtrequirements for obtaining a building peri"niTZ Applicant: Date: >o'ntractor, dex pertit app ication fo the above it ms n ered: Plan Check Letter dditional items required �t/••w i �' i odesigner, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ownr, as advised of the abo da by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Date: D 2S Plans approved by: Date: /0 2-51D Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division $EqUEST FOR INSP L ation: • Owner: Comment: Permit Vo) e�� Contractor: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas Piping/Test Main Service Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final YBLdylILities Woodstove Sewer Piping Well Circuit Ex Mobile Si Brace Panel Water Piping POOL Insulation Shower Pan Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Final Final Final Corrections Ready for Final Inspec. on: Date: 1 U Call Lj Phone: PRE -INSPECTION REPORT OWNER- LOCATION: WNERLOCATION: CONTRACTOR: C C-�) ,h -S PRE-INSPETION FOR. DATE: A.P. #- Gl G1 U C� ZONING: DATE TO INSPECTOR: r PERMIT HISTORY:( ) NONE �AS FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Cocnrnerraal/Usage: Residend&V# of Units: Currently Occupied Abandoned/Vacant Electric: Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None ' Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water, Obvious SewageProblems Comments: ACTION RECONI E ED: ISSUE: Inspector. j a.. HOLD FOR--:1,- Date Date Sketch buildings on reverse and indicate location on p"roper, CD,� b�nf} PreC�i-�es? 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754;I PERMIT NO. 4 Rev. 12/96) APPLICATION AND PERMIT ..sQiOR►AAIcaNur01 1 aw' :90 w�D AiRlt. OR Ex. Occu ounFrs mro. u 5.00 BUIMINGPERMIT (J (Jr I v/�G U 203 Misc. Wj in I 23.00 owNER -(�C SO. Fr. OCC. BUILDING VALUATION i I:Z�,Cn a U OWKIM'S YAL00 ACOMMS c� . crSg coNrKwro TmtrmftE collnw 7 o6. ) D- I co Sri' commucTwN UMIR Fireplace u:Nook'S WNuNo ADOMS Total Valuation : t$1,) ARcmrtEcr OR ENo+NEER ucENSE No. Filing Fee 20.00 Permit Fee so • � 5. AAGRECT OR 84004MA7 MAJUNG A00RESJ Plan Checkin Fee ti ra euaDMOADORESa I An Energy Plan Checking Fee = E tl PERMIT FEE : LOT NO. suadVECN7 NAAAE .AMEN MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 EOFSTRUCTURE Soler or heat pump water heater 23.00 SF O Duplex O Mobiiehome Other Water pi ing 15.00 t°WP` Each ga,3 water heater or vent 15.00 TYPE OF WORK Gas piping system t - 5 outlets 15.00 New O Addition ❑ Remodel O Utilities ❑ ❑ Other 0 Building sower 15.00 istailation Q Moble Ffome S G W @20.00 Describe Work: PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 Mnin Service =00R 1 23.00 main service - NEw ONST. U*,UJ ocaro. OR ADo,ta. ( i ACC. RDs. _ Ex. Occup. OuTUTow aw' :90 w�D AiRlt. OR Ex. Occu ounFrs mro. u 5.00 Temporary Service 3.00 Mobile Home Facilities 203 Misc. Wj in I 23.00 PERMIJ,FEE I _ MECHANICAL PERMIT I Fling Fee 1 20.00 I Hood I I Q.501 PERIMIT FEE 3 Moble Home Installation Fee $ Energy Inspectlon Fee $ °cc CONST. TIP! TOTAL FEE S - NAZ I a no I uP T rt000 I caf r+Mctt A I'D I NSU . This permit Is hereby issued under the appal- provisions of the Butte County Code and/or Resolutions m do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date �— MMIN, Russ Ferguson�a n/s Humbug Rd, approx. 4 mi.-Yo./Of i' Skyway, Chico Permit 4511-75B (cover for ex.deck/MH)! c 1* O O i -Z g u- j?5 •t- •. -meq I VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SETUP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A,7B&7C 889 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST ounclation System .r• r E COUNTY BUILDING DEPARTMEW r°1I P ' f M Release Date 8/13/2001 Engineer Approval 6 20 25370 ' HE Atli a "A i`pt �1118ss, I SUBJECT TO CO C TIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANy OMiSS10NS OR DEVIATION FROM REQUIREME , S OF APPLICABLE STATE LAWS AND REGULATilo::S State of Califomia Departimeat of Housing ad Community Devcicarwnt STANDARDS ieI?-/0-y/ N0. `C? — /� Plan Approval C% - 10 0 3 I � For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404349-0401 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 mufti sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and mufti 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 fL, 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 1 & 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) rigure 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. -i. - Page 4 California N001 Set -Up Instructions for the . Vector Dynamics Foundation System #59007(Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS Long snort ho Clear all loose vegetation from the immediate uortn j°o\ u �n area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 318" 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 c 401� � dr �r y Long U -B C f 4 ,r y 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 wthook 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 N12001 Vector Dynamics Metal Ph 4mlGS: For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions _:- V Drive anchors are used only with _ Zone 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 Dag 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 Califomia �S/2001 'Vector Dyna ics Foundation Systems Component Parts List Pan #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 ------------------------------------------------------------------------- Pan #'s included: 59275, 59282, 59276, 83044z & 10999 00 o e o� a-`� e e o ®o c ®o c Pan #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 ector nornics Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 Concrete Vector System Kit # 59008 (for single stack blocks) Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California O 8 2001 Vect®r Dynamics Foundation Systems Component Parts List 0 0 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z 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) Part #'s included: 59269, 59113, 59282 & 10999 --------------------------------------------------------------------------------------------------------------- Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store nea��l t1�.4 Xp0 I Zea.2 ROQ�GQ\Qe R° S6ed�\e 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 N12001 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"x15.625"x3" 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 C� o 0 Part # 59282 6.25"x2.52"x3" D D Vector 2000 Tension Link Part # 59288 2.125"x2.375"x2.06" O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2n Page 713 Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Califomi ° e 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"x15.625"x3" 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 C� o 0 Part # 59282 6.25"x2.52"x3" D D Vector 2000 Tension Link Part # 59288 2.125"x2.375"x2.06" O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2n Page 713 Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Califomi Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors oa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" o PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 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' s Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' 0 59736 16' Frame Tie w/Hook a 8 ft. P/N 59195 loft. P/N 59210 Earth Anchors 12 ft. P/N 59211 4 . 0 Longer Lengths Available 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head 12" wide - Black Paint: Part #59292 Part #59269 :;, Galvanized: Part #59294 o `® Drive Rods Y �yb e ® Part#59113 0 Page 7C Vector Dynamics System for Concrete Applications = ctor Instructions for Vector Kit #59008 (for single stack blocks) j.I or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector p2 for concrete Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge c Califomia /2001 Vector Dynamics System for Concrete Applications - or 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 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 be bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards Vector pad for concrete Concrete f c U -bolt Page 9 California 6/2001 1 ♦ _ 1 \ WIND ZONE I I Vector Dynamics Systems Required I V , for Single Section Homes (Materials Required) - - _ - 1 se�tie not °y5m �U' - t a 1 2 ft st a91n9 tOt Staclation a EXarnp\e. fs gen be o h°me m _ ,-�; 111�sst atnd SPaC►n9 ' ndatt n ♦ 1 ♦ - ♦ � 1 _ _ ax•IyP• ♦ 2n.m • 1 _ ♦ 1 I - ♦ ♦ 1 mex o.c.tyP i r ♦ � 3q tt. a0i WIND ZONE I o (not to scale) 3 N \\jt 00 61 c �2 sq. ft. padr 0 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 \hctor Kit, 2 slotted bolts V 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 V or 2 ea. 2 x 4 pressure treated wood compression member V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member Y or 1 TDE adjustable steel strut 0 3 MON, % w MI V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ '�5 �`� ' � � ����� � mex.o•c•tip' NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be cortshtent 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": "W Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When uslna "V" Drive Anchors Home Length Vector Systems Anchors Required WIND ZONE I Required q Per Side " Vector Dynamics Systems Required Single Section Homes 3 , J \ 1 ♦` Difficult Soil Conditions 1 \ 73' to 90' _ hom ems W60es' Setvectof sYmanual 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compresslon member onl ) `e a T� ra 1 - _ - ,e of spec'inme°nskatlak\on - - EXampst o\Ns geust. be to o Uwsktak\ d spactn9 m ♦ gads 1 1 `♦`\ — — _yea '*, , — `- ,r ll t ;i..•( • ":•S• �� . , ' y, kVA 5 _ .f; .. ♦`. I =;ria ; a r tip. 2 n a CD 0 3 MON, % w MI V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ '�5 �`� ' � � ����� � mex.o•c•tip' NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be cortshtent 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": "W Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When uslna "V" Drive Anchors Home Length Vector Systems Anchors Required Each Vector Foundation System requires "V' Required q Per Side " • One Vector Kit, 2 Drive Anchors, 4 slotted bolls • 2 ea. 1-1/4 In. tie, length will vary with pier height (4725 Ib. min. break), 0 to 72' 3 3 • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 1 4 1 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compresslon member onl ) W1 • 1 TDE adjustable steel strut y ' "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. Metal Pier Sets ZONE I ' Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.- (Materials Required) _ - on hom ems ide���es' 1e gee JeGt0! sYMain 1e Of a in fa% spa" mme It sta"kioo EXamP holds 9eust be to = - - - - - r\' n 00sttaads attd spaoia9 R' 1 ` ' \ " _ - 1 0dat%or` P _ - : - ' I P. W-" --- " 4► ZONE 03 K31- 2 sq. ft. pad O Soil Classifications: Soil Bearing Capacity: Anchors Required: Materials: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min, break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ` 0 to 72' 3 2 73' to 90' 4 3 ` Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN e urrrrre arae c T) O 3 W Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. w 0 0 N2 sq. 0. pad/ ,WO .,.. NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufac users' Installation instructions 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 0 to 48' 2 48' to 71' WIND ZONE I 72' to 89' 4 Vector Dynamics Systems Required _ " "Sectio; t ys e s coo dei�nes _ for Double Section Homes _ - ' " - " " 2 it do aci 9 to, P ka1\akiOn ma �a a1 e (Materials Requiredl -' EXamPsho s 9eost be �O h°m \ 111aas� alna sPacin9 m 3 - wx } UA Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. w 0 0 N2 sq. 0. pad/ ,WO .,.. NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufac users' Installation instructions 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 0 to 48' 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 (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut WIND ZONE 1 Vector Dynamics Systems Required for Multi Section Homes _ - "" GDStswun9'1of .10%,V"' Qma^ 3r9u stir`s \ talt (Materials Required) �gho`ls9 %ba 10hOmatng WIND ZONE 1 ' I - NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or • is allowable at each system.Pler spacing must be consistent with the home Installation manual. sq. ft. pa/ /� �� �" ���Eg,. Via• 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. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member r• or 3-1/2" or 4" nominal SCH40 Pipe tom ression member or 1 TDE adjustable gteefstrut DDWN 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 ' I - NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or • is allowable at each system.Pler spacing must be consistent with the home Installation manual. sq. ft. pa/ /� �� �" ���Eg,. Via• 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. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member r• or 3-1/2" or 4" nominal SCH40 Pipe tom ression member or 1 TDE adjustable gteefstrut DDWN CD Cn n O 3 IN I \ WIND ZONE II (Hurricane) 1 Vector Dynamics Systems Required y I \ for Single Section Homes : " pme yes. _ g tion h stems uldelt � 1 , (Materials Required}' �, S;�cj\e fotoVe tail manual g - - - 1e p� a e� ra1 span me instal - EXampshows 9nust be to ° = - - - - ,♦' " 111ussf ata 5930 ' I tion gads ad -; M. WIND ZONE II (not to scale) 4 O N O 2 sq. ft. padr Home Length Vector Systems Required NOTE: For single section homes 2 Eaves 6" or less Eaves over 6" less than or equal to 12" with eaves that exceed 6 inches 4 4 In Zone 2, two additional frame ' 5 tie anchors with stabilizer plates I " { • 61' to 72' (one anchor and one plate per side) must be Installed In additon 6 7 to the number of anchors listed 7 7 In the chart below. 85' to 90' 8 Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 48 compression strut Is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted 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 E O 3 N 00 N O 0 WIND ZONE II 1 Vector Dynamics Systems Required oS. I for Double Section Homes _ - " " b1g serP o s1ste gvide��� (Materials Required - """- 72f`doa `ngtos Nadi°n`" '\ 1 1e Of a eneral to home `- - I \ 1 \ \ I 1 \ �XaM9 shows g k be to - - (0 pads s S ctng Mo _ - ' _ ; \ ` • ' ' y ads Foundat.\on p 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 prat the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 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 I WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) n N O 3 t W Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report, WIND ZONE 2 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. 2 sq. ft. pad gods o�PTI Jill A Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum Home Length Vector Systems Required 'Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 314" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 ib, min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe com ression member or 1 TDE adjustable steePstrut r 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. eco Page 18 California 8/2001 i 0 i �90-3896/9211 13400: NORTH STATE NATIONAL BANK' . _.. culm nA95928 101 31-001's is L 2 L L3896 0: 0046 0?UL RS ICT OUNNTT i W i RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 05 -Nov -2002 2002-0059641 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. LORENSUTTON AND MORAG SUTTON REAL PROPERTY OWNER/LESSOR 1367 HONEY RUN RD. MAILING ADDRESS CHICO BUTTE CA 95928 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT MY COUNTY STATE SAME UNIT OWNER (if also property owner, write -SAME-) SAME MAILING ADDRESS utr COUNTY STATE ZIP UNIT DESCREMON BUTTE COUNTY BLUDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILMG ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-2746 (530)538-7541 B ING P TELEPHONE NUMBER 10-30-02 SIGNATURE OF LOCALCIAL DATE NONE nn to not a aealer sale, write -NONE-) NONE DEALER LICENSE NO. SKYLINE 1968 HII,LCREST MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMElAR1MBER HC141X3/XXU 44 X 24 27302/2 SERIAL NUMBERS) LENGTH X WIDTH INSIGNL /LABEL NUMBERS) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 011-070-043 SEE ATTACHED ACD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. :< FOUNDA�TION SYSTEM r .f •>w ICATE OFA OCCUPANCY' b BUILDING PERMIT NUMBER: 02-2746 Address or location of unit: 1367 HONEY RUN RD., CHICO, CA. 95928 Legal Description of Real Property: A.P.# 011-070-043 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: LOREN AND MORAG SUTTON Owner's address: 1367 HONEY RUN RD., CHICO, CA. 95928 INSIGNIA OR HUD NUMBER: 273021/2 SERIAL NUMBER OR V.I.N.: HC 141 XX/XXU MANUFACTURER'S NAME: SKYLINE YEAR: 1968 OFFICIAL APPROVING INSTALLATION: DATE: 10-30-02 PHONE: (530) 538-7541 H.C.D. 513C 92-40258 Order No. 2-158365 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Section 35, Township 22 North, Range 2 East, M.D.B. & M., described as follows: COMMENCING at the Northeast corner of tho Southeast quarter of the Northeast quarter of Section 35, Township 22 North, Rongo 2 Boat, M.D.D. a M., South along the East line of said quarter 341.7 feet to a point in the Centerville County Road; thence South 41. 46' West along said rood a distance of 488.7 feet to a point in a fence corner on the North side of said road, said point being the point of beginning of that land described in a deed from Gus Crane and D. L. Crane to A. E. Simmons and Frances E. Simmons, recorded in the office of the Recorder,'County of Butte, State of California, in Book 989 at page 274; said point being also the point of beginning for the parcel of land herein described; thence from said point of beginning through three (3) courses; North 55. 32' West, 43.0 feet more or less, to the Northeast corner of -an existing fence line; thence along the Northerly line of said fence line.; South 67. 37' West, 185 feet, more or less, to a point; South 71. 27' West 258.8 feet more or less, to the Northwest corner of said fence line; thence leaving the North line of said Simmons parcel and the Northwest corner of said fence line; Southerly 86 feet more or less, to a fence corner on the Northerly line of said Centerville Road, said point being Southwesterly 432 feet from the point of beginning; thence Northeasterly 432 feet to the point of beginning. AP No. 011-070-043 END OF DOCUMr-NT DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT .—,„mtKisiop of Codes and Standards Decal #: LAU7870 Manufacturer: SKYLINE Tradename: HILLCREST Model: Manufactured Date: 00/00/1968 Registration Exp: First Sold On: 09./ 18! 1968 Serial Number HC 141 XX HC 141XXU Record Conditions: Registered Owner: Title Search Date Printed : 10/02/2002 HUD Label / Insignia 273021 273022 Voluntary Conversiun to LPT Use Code: SFD Original Price Code: ACL Rating Year: Tax Type: LPT Last ILT Amount: Date ILT Fee Paid: ILT Exemption: NONE: Length Width 44' 1 44' 12' LOREN SUTTON MORAG SUTTON (Joint Tenants with Right of Survivorship) 1367 HONEY RUN RD CHICO, CA 95928 Last Title Date: 04/16/1993 Last Reg Card: 04/06/1995 Sale/Transfer Info: Price 550.000.00 Transferred on O8/1 1/1992 Situs Address: Legal Owner: Lien ti Jr. Lienholder: , 1367 HONEY RUN RD CHICO. CA 95928 Situs County: BUTTE FIRST INTERSTATE BANK 3446 WALNUT AVE PO BX 7.366 FREMONT, CA 94537-7866 ted On: 01/12/1993 12:00:00 MAXINE IDA FERGUSON Trustee ��. 20970 WEST VIEW DR G BEND, OR 97702 Reg Card: 04/06/1995 Lien Perfected On: 01/12/1993 12:01:00 Inactive Decal/DMV: DMV GC8293, DMV GC8294 Title Searches: BIDWELL TITLE 500 WALL ST P0BOX 5173 CHICO. CA 95927 Title File;No: ADMIN-LJJ *** END OF TITLE SEARCH *** ?QvSI,Nt; q� n' O� Q 00 � lot 3 �r� 14 LL 3G� QQ� '1i7I, DE�F� 92-40258 -z Cay 6/ 92-0402581 p Slate L J 2-0402581 Rec Fee 8.00 I DOC 49.50 Recorded 1 Che:k 57.50 MAIL TAX STATEMENTS TO Of Nerve SAME AS ABOVE S'.91 Address cay a L scale AP. 011-070-043 ficial Records 1 County of I Butte 1 Candace J. Grubbs I Recorder I 8:00am 10 -Sep -92 1 BWTC FM J SPACE ABOVE THIS LINE FOR RECORDER'S USE — Individua{ Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY 'The undersigned grantor(s) declarc(s): Documentary transfer tax is $ 49.50 ( x) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. ( x ) Unincorporated area: ( ) , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, YUELL FII GUGSON and MAXINE I. F OUSON, husband and wife hereby GRANT(S) to LOREN SUTTON and MJIw SU-xv, husband and wife as Joint Tenants the following described real property in the County of Butte , State of California: SEE SCHF.DTTI.E "C" ATTACHE) HERETO AND MADE A PART HEREOF FOR LEGAL DESCRIPTION Dated: Septanber 1, 1992 1 Ferg„v:,•, Maxine I. Ferguson State of califomia Countyof R&tp SS. On Septernher 8, 1992 before me, the undersigned, a Notary Public in and for said State personally appeared Yuel). Ferguson and Maxine I. Ferguson personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/ their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument. 1VITNES In hand) and official s �I CIAL SEAL J. MRSETT ff"VjW: PLSUC • CALIFcamCENN COUNTYEzdtes Feb. 2a. 199S Ignature ('Iltis arca for of.r lcial notarial seal) r/ 1TE•DED•OSf2SOCS.r92t IutAll TAY CTATCeAGA1TC Ae nloenTer. A-1— • RECORDING REQUESTED BY - B!.A.'BLL TITLE & ESCRCW CO. i ORDEP.. 2-158365 —IM I • I I AAD WHEN RECORDED MAIL TO R • Name Loren Svael .Sutton 1367 Honey Run Road Ad.—. Chiro CA Oro— 92-40258 -z Cay 6/ 92-0402581 p Slate L J 2-0402581 Rec Fee 8.00 I DOC 49.50 Recorded 1 Che:k 57.50 MAIL TAX STATEMENTS TO Of Nerve SAME AS ABOVE S'.91 Address cay a L scale AP. 011-070-043 ficial Records 1 County of I Butte 1 Candace J. Grubbs I Recorder I 8:00am 10 -Sep -92 1 BWTC FM J SPACE ABOVE THIS LINE FOR RECORDER'S USE — Individua{ Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY 'The undersigned grantor(s) declarc(s): Documentary transfer tax is $ 49.50 ( x) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. ( x ) Unincorporated area: ( ) , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, YUELL FII GUGSON and MAXINE I. F OUSON, husband and wife hereby GRANT(S) to LOREN SUTTON and MJIw SU-xv, husband and wife as Joint Tenants the following described real property in the County of Butte , State of California: SEE SCHF.DTTI.E "C" ATTACHE) HERETO AND MADE A PART HEREOF FOR LEGAL DESCRIPTION Dated: Septanber 1, 1992 1 Ferg„v:,•, Maxine I. Ferguson State of califomia Countyof R&tp SS. On Septernher 8, 1992 before me, the undersigned, a Notary Public in and for said State personally appeared Yuel). Ferguson and Maxine I. Ferguson personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/ their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument. 1VITNES In hand) and official s �I CIAL SEAL J. MRSETT ff"VjW: PLSUC • CALIFcamCENN COUNTYEzdtes Feb. 2a. 199S Ignature ('Iltis arca for of.r lcial notarial seal) r/ 1TE•DED•OSf2SOCS.r92t IutAll TAY CTATCeAGA1TC Ae nloenTer. A-1— S v7%,� G2��� �o �71J G� ®e 9 7 -2 FROM : CHICO MOBILE HOME SPECIALIST FAX NO. : 530-895-1774 11/04/2032 16:4; 4 a Specialty UnderwiN 18700 N.W. " Tslsphors Morag & Loren Sutton 1367 Honeyrun Road Chico, California 95928 r October 29, 2002 I I SUBJECT: Your EgLOAN to ' acknowledgement for the P property address of 1367 H. Morag & Loren Sutton, Chico Mobile Home Spell has our permission to add at area above. This foundatiot code and building requiremj workman -like -manner. Also documented passing all ped+ This permanent foundatii done within 90 -days of the 4 of Occupancy' must be "Lo If you have any question* Thank you. Sincerely, I i ary Klein Mortgage Underwriter Ill Nov. 04 2002 05:00PM P1 PAGE 01 0 1dr Comutner Credit Group, MAC 6050-022 ROW- Bldg # 92, Saw-rerton, OR 972o@ )Jl 4194-9986 or (800) 288-81388, x-5466 1-3281310-0001 and this letter of permission & I Foundation on the manufactured home with the Road, Chico, California 95928 (Gerald G. Dosamus, contractor license # 44b103 nanent foundation" to the mobile listed in the "Subject" Wnstructlon work is to be done following all permit, This pemlanent foundation is to be done in a toted that the front porch is closed -in and it must be ade and building requirements too. 4sCtla to be funded by you. This project must be l lois letter, and a "Completion Notice' or "Caniflcate cel me at one of tt* phone numbars fisted above. Pose I ort ! ' $ WF-Cw?ermUbundhD0C PERMIT NO. KR 4511-75B P E M �'MH UTIL. ;PERMIT NO. i PERMIT EXPIRES (OWNER Russ Ferguson ,CONTR.owner • r; .LOCATION (A.P. 46-38-43 � n/s Humbug Rd., approx. 4 mi. no. of Skyway, I Chico i s, } A i k- 7 } Temp. Power Pole C lied PG&E _ep, Elec. Serv. Called PG&E lJemp. Gas Serv._ Called PG&E OB FINALED (Date) ( }gnature) i tiJ � COUNTY- OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback r" - Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidinq To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Prov. for physically Heaters Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS 0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovi Ile, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date 4?A/ Signature of Per ee or Agent Receipt No. ,�-222 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR CIF PUBLIC WORKS By Date4/uNdirig permit expires Date Z -7� BUILDING Owner S U -S SO. FT. OCC. BUILDING VALUATION Mailing Address © S �" C C� Tele hone o Fireplace Contractor Total Valuation Mai I Ing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. • ^� „-� Permit Fee V `J Building Address PLUMBING No. @ FEE. PERMIT FILING FEE $3.00 r Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 C Each gas water heater or vent 1.50 A. P. No Zoning%& Planning ann Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s W. S tion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel M p 60' R/W Improvements p Lawn sprinkler system 2.00 Bld ans Recd Parcel pproval Pla Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE J$3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) - Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 _Water Heater or Space Heater 21.00 Light fixtures 25b Receps„ switches &fix outlets 2U 0025brii In CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor . 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 Misc. wiring License No. Classification I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of / Workmen's Compensation Insurance, J�A�I I certify that in the performance of the work for which this . permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatina to 'building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date 4?A/ Signature of Per ee or Agent Receipt No. ,�-222 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR CIF PUBLIC WORKS By Date4/uNdirig permit expires Date Z -7�