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HomeMy WebLinkAbout061-480-04461-48-44 JUL JOHNSON 709 Encrna Grande Dr, Oroville , ~ Contr: Davi Const •Permit#3297-86 E(util, MH) GAS , Q. SUPPORT STRUCTURE RE COMPACTION TEST REQ I7 Contr: S & Tm Permits 4-86MH Iss %/���� , 061-480-044 02-1 NALED JOHNSON, JULIUS 4 709 ENCINA GRANDE RD., �sf1 CONT: SIERRA- MHS' EX MH PERM FND EX SITEµ o EENCINA 60-1650 JOHNSON,US ANDE RD., BE MHS l (/ 0 • 1 - 1 FA NOW NOTES RESIDENTIAL 1061-480-044 02-1444 PERMIT NO. _. JOHNSON, JULIUS _ p/ 709 ENCINA GRANDE RD., BC CONT: SIERRA MHS n i EX MH PERM FND EX SITE o z- 1656 Cl) "HE HCD FORM 433A FOR THIS MH CANNOT BE I:ECORDED UNTIL ONE OF THE FOLLOWING HAS -PEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. i f a SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER / IIVALED . JOB FINALED (Date) b Signature lcA&A;e COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address amd should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ple ease �Con tris office immediately. ^ _--_ ' Date t` -REV Inspector f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411, Main Street • Chico, CA • (530) 891-2751 -7 County. Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �1�Gl,�SJl� �F y OWdER PERMIT NO. _ A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �r f P.✓ Hsil �� �i wt� i �1�� c'4 r /1.31 / C'z L4 [�/tet%ems v r_ x , Date GA 2— Inspector Ztff - REV 10/92 lL PRE -INSPECTION REPORT OWNER LOCATION:: `Z S CONTRACTOR: Pn n G PRE-INSPEnON FOR: 1 DATE: �' S ZONING: DATE TO INSPECTOR: PERMTr HLSTORY:( ) NONE 14AS FOLLOWS: BUILDING; INSPMCrOI'S IMPORT Building Description: Cornmercial/Usage: Electric: Residend&Y# of Units: Currently Occupied AbandonedNacant 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 RECOMMENDED: ISSUE: HOLD FOR 6-/9 Yit Pte, cleeks- Mo f sa F -V-- 311- / 216 Inspector. r Date4e,Av- .— Sketch buildings on reverse and indicate location on propert.i /= OK 0 = Not OK - = Not Applicable . = Not Ready Date RESIDENTIAL (S Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies _ 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date - ,&ate Date Card B-1 Date Card B-1 -- Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection _ 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size ! / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle ! / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive ] Yes ] NoMalks 0 Yes 0 No/Planters 0 Yes Q No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Cate Card B-1 Date Card B-1 date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protectiori 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in ttic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ] Yes ] NoMalks 0 Yes 0 No/Planters 0 Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protectiori 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK 0 =,Not OK = Not Applicable ='Not Really MOBILE HOMES Date MbBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 7. 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 69, xits; Insp.-Sketch 11. Ceo. of Occupancy & ermanent Foundation Only; License Decal Date Z Card B-1 Date Card B-1 Date 6 Card B-1 Date Card B-1 ne-C /�o 7 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements t 2. 3. Soils; Compaction -Structure Stability 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- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT ?/ (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER — Lf G. ZON1N° 11 BUILDING PERMIT OWNER J0114SON JUS TELEPHONE SO. FT. OCC. BUILDING VALUATION 1248 R 67,392.00 . OWNERS MAILING AD KESS o FNCTNA GRANDECREEL,_ BIMRY o a CONTRACTOR'S NAME T A T TELTEP&NE o0 CONTRACTORS MAILING ADDRESS L n95-966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 67 392.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 247.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDINGADDRESS O ENICINA GRPAmE RIL, n Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX MH PEEI i FIT) EX, SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service A OR LESS 23.00 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 infull force and effect. -3 License Class y 70 o Lic. No. r OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ,performance of the work for which this permit is issued. 13-1h 've and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compegsation insurance carrier and policy number are: Carrier— Main Service 200A TO 1000A 46.00 NEW CONST. DW EwNG OCCUP. SO OR ADDNS. a Acc. sins. 3.50FT: NEW CONST. MULTI -OUTLET @7,50 POWER APPARATUS a SINGLE ounET CIR. EX. OCCU OUTLET OR FIXTURES B20 p i..00 50 Ex. Occu . OflxUTEO s A o OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pre -Inspection PERMIT FEE $43.0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy NumberS ; Policy (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith com ly with those provisions. X Date S y Signature of A plicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TO AL FEE $ 383 75 HAZ. D FEES -- M D c ELIV H This permit is hereby issued unde the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 02 S PERMIT EXPIRES ON ( I Fa) De Receipt No. 353u59 X383.75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT dF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orville, CAS X965 Phone (530)538-7541 Fax (530)538-2140 PERM�.A� IC�ATION DATA SHEET OWNER: Y ►- ASSESSO%PARCEL NUMBER o T Proposed Building Use: `" Counter Technician: &/"'t" Date: Items required in order to appfy for a pe it. All boxes MUST be checked OR marked NA in order to apply. .,�1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ,tT--2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 0'3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 'P6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. 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 ................................ 0 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ' ,kl 8. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: D 1` (B)Parking: . (C) Parcel Check: 02 ❑ 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 Uel ill required ................ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number .......................... I....... ... ........ ❑ 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. Existing violations a�or expired permits ............. 30. giant Deed, �NI.H. Title/Statement of Facts ,etter from Legal Owner, Check to H.C.D. $ ❑ 31. Other: When issued Telephone 314 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 6)Cant: Da e. 1. Index permit application for the above items numbered: fee',Mi$ Plan Chec Letter 2. Ad ''onal items required 5D Contractor esigner, owner, was advised of the above data by R' -phone, ❑ mail, counter, y • Date: n" Contractor, designer, owner, was advised of the abo e d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Z7 OZ Plans approved by: E.As. Date: z7 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: _ . Yellow: Building Division 1 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 07 -Aug -2002 2002-0040895 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. JULIUS JOHNSON JR. TRUST REAL PROPERTY OWNEWLESSOR 709 ENCINA GRANDE RD. MAILING ADDRESS BERRY CREEK BUTTE CA 95916 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS. IF DIFFERENT CITY COUNTY STATE ZIP JULIUS JOHNSON JR. UNIT OWNER (if also property owner, write'SAME') SAME MAILING ADDRESS CITY COUNTY STATE ZIP BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-1444 (530)538-7541 ;& ING PERMIT TELEPHONE NUMBER 8-6-02 9IGtTAfGRE OF 60EAt'A7-r OIyClAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE') NONE DEALER LICENSE NO UNIT DESCRIPTION FUQUA 1986 604 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 9280U/X 50/54 X 28 148318/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 061-480-044 SEE ATTACHED ` HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK . Applicant GOLDENROD - Building Dept �y+� � h "^.` �,.,,,��"gYr,4n�,. ,.;,�� � Ek'r t �';'�`5�"" .��,�,,,'•_•w,r„'Y>.r:� ��h• 1 � .,� aM;. �'7 ��wx '' w a-- y� w:... ,y4 �' -� Al �' ' z 4 "' O' a NO), 4 fi A f IOl \J a•RY `� ` � a i � � k" sir � �., � � ,�, � 1,•y �'�. K1 *` �• x �.�. �q.,t �Y,�..a ks:�..!Mfi.`F�1..+�1.frK,�+...,+_,.A-Aix}�...-iY.�r.J!�5�tlh..\.�..y.'4�"M'�*.1s_£`•".tF w'.S'!�wrr•-.. TM .... ai�.+l..t•-,.i>:.. �5...i..:: ....,.,.."� i BUILDING PERMIT NUMBER: 02-1444 Address or location of unit: 709 ENCINA GRANDE RD., BERRY CREEK, CA. 95916 Legal Description of Real Property: A.P.# 061-480-044 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: JULIUS JOHNSON JR. Owner's address: 709 ENCINA GRANDE RD., BERRY CREEK, CA. 95916 INSIGNIA OR HUD NUMBER: 148318/9 SERIAL NUMBER OR V.I.N.: 9280U/X MANUFACTURER'S NAME: FUQUA YE R: 1986 OFFICIAL APPROVING INSTALLATIO DATE: 8-6-02 PHONE: (530) 538-7541 H.C.D. 513C w 06 -'04.20C. 15:50 E I NdELL TITLE CIP II I LLE i 5?40: 09 MO.535 1po Y EXHIBIT "A" PARCEL L PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OMCI3 OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1985, IN BOOK 98 OF MAPS, AT PAGE(S) 69, EXCEPTINO THEREFROM AN UNDIVIDED 112 INTEREST IN ALL HYDROCARBONS AND MM", Now OR AT ANY TIME HEREAFTER, SITUATE THEREIN AND THEREUNDER, AND ' WMCH MAY OR PRODUCED THEREFROM TOGETHER WITH THE FREE AND UNLIMITED RIGHT TO MINE, DRILL, BORE, OPERATE AND REMOVE FROM BENEATH THE SURFACE AT ANY LEVEL OR LEVELS, 25 FEET OR MORE BELOW THE SURFACE, FOR THE PURPOSE OF DEVELOPMENT OR REMOVAL OF ALL HYDROCARBONS AND MINERALS STTUATS THEREIN, OR THEREUNDER, AND PRODUCIBLE THEREFROM, AS CONTAINED IN THAT CERTAIN DEED FROM FR.EDRICK I. WMTKAMP AND MAIMYN 0. WET'TKAMP, HIS WIFE; AND HARVEY L. SWATON AND E. PAULYNE SWATON, HIS WIFE, TO FRANK RIZZO, A SINGLE MAN, DATED APRIL 5, 1968 AND RECORDED APRII. 11, 1968, IN BOOK 151), PAGE 330, OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTH 114 CORNER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M., AS SHOWN AS THE NORTHWEST CORNER OF PARCEL I OF TH13 ABOVE MENTIONED PARCEL MAP; THENCE FROM SAID POINT OF BEGINNINO, NORTH 89 DEG. 22' 34" EAST ALONG THI3 NORTH LINE OF. SAID SECTION 6 AND SAID PARCEL 1, 570.00 FEET; THENCE LEAVING SAID NORTH LINE, SOUTH 03 DEO. 1 V 51 " WEST, 400.00 FEET; THENCE NORTH 89 DEG. 18' 09^ WEST, 543.80 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST 114 OF SAID SECTION 6, SAID LINE ALSO BEING THE WEST LINE OF SAID PARCEL 1; THENCE NORTH 00 DFA. 34' 37" WEST ALONG SAID WEST LINE, 386.57 FEET TO THE POINT OF BEGINNING AND THE PND OF THIS DESCRIPTION. PARCZL]g- A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER PARCELS 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1985, IN BOOK 98 OF MAPS, AT PAGE(S) 69, uarHn i mRn s yr nwu 0Iv161oo of Cocloc and SIAndords Title Search Dile Prinied ; 05109!2002 Dech1 k: LAI -17463 Manufacturer: 09755 FUQUA JIM INC Tradename: FUQUA 140del: 604 Malill AC lured 1)4te: 11/12/1986 Registration Exp: Fi-st SOld 01►: 12/03/1986 Serial Number 92BOU 928OX Record Conditions; Registered Owner: IIUD Label / Tnsienia 14a31a 148319 PPF Exempt Use Code; Original Price Code Rating Yettl Tax Type: Last ILT Amount: Date ILT Fee Paid: ILT Exemption: Length 54- 50' .IULIUS JOHNSON JR PO OX 345 BERRY CREEK, CA 959.16-0345 Lust 'ri(le Dim: 08/08/1996 Last Rcg Cord: 0808/1996 SfticrTronefer Infos Pace $40,991.00 Ta msferred on 12103/1986 Situs Address: 709 ENCENA GRM1)C- RD 13CRRY CREF:K, CA 95916-9613 Situs County: BUTTE Lego! Owner: RANK OF AMERICA 10089 WILLOW CREEK SAN AIEGO, CA 92131 Won Perfected On, 02/24/1993 11:30:00 Jr. Lienhalder: BANK 01' AMFiRICA 10089 WILLOW CREEK SAN DISCO, CA 92.131 Rog Cords 08/08/1996 Lien Porrected On: 02.23/1996 18:09:00 Title Seirches: f3InWELi.'F1TLF, 500 WALL ST P 0 OOX $173 Cl-I1CO, CA 95927 Title toile No: 202131 -YF END Of TITLE SEARCH *0# r, 1 SFO AL1 LPT .T NON.1: Width 14' 14' -�- 08/06/2002 16:28 5308776875 SIERRA PAGE 03 {:STA M.CF CALIFORNIA .� �.. . i. AGENCY i31J5INFS9, ; RAN'SPORTAT10N AIT D TWUSI'h EVELOP ENT D ; or mousiNG AND COAiMUNI'iY EPAR7Ti E1a. MSTON OF CODES .A) D.:STANDARDS . �•,, d :. R QlSTRA'nbN AArD TTI1..ING PROGPA A ' STATEMENT OF FACTS j - .i�i�..urtir �: �::�. Mabtlerio�►e D commercial Coach C3 Floating Home Truck. Camper DMZ Serial No. (Lice).: Trade Name (s) FUQUA 92.80U/X ijtG;.3he'undaraigtscd, hercbj state: peea1 ,.: LAH1463 fdr -the above .snob" 1 eh.om.e has' been lost. ' ve: armless the Dire0w of Housing and Community.De��elopmer�t, State eforth"t:'f.t 00.co mdemftirr,andsa. h tz aliforYtia; a�d'.stibsequent'::p'r0aseri of.said.unit, [or':aey loss min � e o title gcor�+enng�the same. af i :atiovedesi 'bed unit ;tn Celtarnia, or from issuance of .a t:altf uir nder'pen'a'Ity of Orjury that the toregoing.is tri and correct. f OROVILLE CA tscute� oe _..7�Z-02 at (State) I�etG) 4 (pty) Printed name(s) JULIUS JOHNSON • IIIIIIIIIIIfllllllllillillll►Illi aCCRDINa M QUmm BY Recordod I REC lM 13'a offticis Records AND W"N N=RD9P MAIL TO CANIMMj, GiN889 r WMAYrp GIM I ikki Norm lutias lotueon,lr. soon pa Box Sas 01,4M 1 --Jan-1999 I Page i of 3 Am= c�h a 9ua L Bony Cteak, CA 95916 SPACE ABOVE THIS llNE FOR R8C00.0F7t'S u8E GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby 6001Owledged, JULTUS JOHNSON, JR. of P.O. Box 345, Berry Creek, California 95916 hereby GRANT(S) to JUL US JOHNSON, JR., Trustee of the Julius � a n, Jr. Trost data! of P..O. pox 345, Berry Creek. the `following described real property in the County of Butte State of California: SEE ATTACHED EXKMIT "A" Asseesar`s Parcel No.: 061 480 044 000 . 1. DATED: JULIUS JOHNSON, JR, C FqC&M OE AC, L C S7ATE'OF CALIFORNIA )SS COUNTY OF ' 19 Of before me, 0n l 0 1,k, , a Notary Public In and for said County and State personally appealed U9 JOHNSON, JR., to me known (ar proved to me on the basis of satisfactory evidence) to me that to be the person(5) whose nama(s) islare subacnbed to the within ins ctumocape4 , ��e acknowledged his/her choir beJshohhey executedtrumen pegrslrr the entiauthorized upon behalf of which the vers onts) acted, signature(s) n executed the instrument. WITNESS my hand and official seal. signature_ t� (Seal) Notary Public OW U0/ zuuz 10; as DJUU / /bU /5 AX 51tKKH I'i1(it <<.:. ,. .. R.. ;ICO' R4'YII,�.E PARA ISS GRIDLEY 960 Kaaiclry : l lidl' St. 83� Robineoa 9t. 7126A. "ay P'0• BoX 490 PO eon 449 ;' PO 14`3173 C co,:eA 9M7: �O. Box S l l OjOWIc..CA 95963 Paxadi , CA 9$9b'1 0�i�ley, CA 959x8 (539"1.84-26�2S3Q? 533.-2414 (530) 877.6252 1 9 (530) $46-4005 946-0564 .ALX.( -330.)S944713--- AX'(530) 533-1589 FAX (s 0} 872-5 2 UU/ UO/ zuvz lb: Ld 3JUU / /bU /5 51tKKA -i:'AA.MF-,rI': G. }:�►Ito:u� Nc. i91f tic. l,91ie) eS:J,fi fI j May 29. 2002 PAGE 04 OLAY JAVISs GOVeMY EST ET `s::? i'i�r.;_t7$:�L'�;G.•�Aj33448' i 4-E5'i"trT. �`. • • -. roe ao aiistt to puri;i►.es�,: and we are very r: Vutr. i�ve cactdvcd cite. profs i e>s Ufa P F �y'Y. Y IQ act m. 7.09 �NCCNA v ui load $sc.b esti Jpproviw forth s::, l�leas�d:i� dIG: ise.yaii:ti as:ya • 9 b;n the smalint of sof..9.20.00. r Bit ItY CREEK. C �9_ l uR.,tt+fQti 1&O:�D . Your as it at i.rdau �ly'ins klment» lnat dln8 to cny cafcai; all apptieabta iniurances. based on a 30- S9 3'A3 ,IJ C4 0 m: will Tts� smiis�t'gt° ydul clQwrs P.�>ent.we� ;q 1�;•eak c, r4'��'f eet(tdR4et! closing case , is includzd on die.actachact do>Qd Fsuth Estimate. arc .6"'Y'.0.pecsorel v plc: se t pr :cbarchr. is¢eter (drtnri�y >sd provides covert►ge isJr V%t W.1+roP Y a, -,���c�; �Dn.t�•aia.. as'liubil+�:cc�yecage ` i�clude��. The D�)faicuteh[ �i�11-Ordef the di6astex insurance to c bf:'.$5 '000.00. ri,+. •rC;ya4c b'�me "in tl+e goon. s< 4 .° lhi - I�itrf: PProvil<l:is subjtcc:tp compieoon of a%* requiremeases lisped os'the 4dached shit P160611 retut'ta LOAV..P&OCFS!iING:UNiT►.1227 '•p . 3TRl�ET t` COMP t i:w il.euw �.te.teceiwedj aAy YOU escrow �nsceuctio>a$ will be mailed to You andtw e� chc.fmal dvculdeuts Tt 3 ,;s sZt�iied.: WfizSa the:e5�row CO *Y tD�1i idsttuctinns, trey pre r.. • fe, ;r�tu sign- aci:yatt�taa• t:1Q5e.estto+w� �. . <:. are Y j ow now r Thaojs' ou for S[�aosiiig:.Cal=Vet HoindjLoaas as your home tender; weSate °U `"`i *njoy uescioas, r. t,cm+t,:f ti:w.e tli:saic you for pmltt&CalrV tu'asaist.you in yeur.purchase. Tc you have. any Q ts. c ehts oftite.ac41-916-503.6352. - Silwoily cc. tyupsr 3ted t;it1 , A'.'. .VE"T'Z4RAN3 5-INC#.'.:19a6 . .r } 90.2267/12113827 EXPLANATION AMOUNT 1.7630 ,_ SIERRA MOBILE SERVICE SIERRA FOUNDATION - H188 LIC NO 470386 466 CIRCLE DR 530-5340599 OROVILLE, CA 95966 PAY L!J Demo. a esa . t AMOUNT�o OF DATE TO THE ORDER OF GROSS INC. TAX SOC. SEC. ST. TAX MEDICARE TAX CHECK ER CHECK AMOUNT � DESCRIPTION , US BANK SIINATURE j--%,- 1180001,7630112 :h2LL22676I:L5340140392Su2 VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5 & 5a 6 7, 7A, 7B & 7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 ic COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval A`; 41 40v70 HEALTH 56j6l _4,06 1851 SUBJECT TO CO 7'�_':"C TIONS NOTED APPROVAL DOGS NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREM&YrS OF APPLICABLE STATE LAWS AND REGULAT;;J:.S State of California Departrnent of Housing and Community Development DM F CODES ANDSTANDARDS By r Date 9- / NO. 12— l� Plan Approval Expires `7 — I . For Further Information I TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 r www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home. Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include, shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. c Page 2 California ®/2001 56 i ma Maximum Pier Height (Wind Zones I & II only Figure 1 The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma: L Unequal Pier Heights ( Wind Zones I & II only /'l(J. U/e 6 in. iax. Vector;Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 ;inches on a single section home in Wind Zone 1. 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, #5904.3, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE • TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 California 001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS Clear all loose vegetation from the immediate area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. eeY,bs._ 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. i 2 square foot t pad placement t or (1) 3 square foot pad I t 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 Long Short Short U -boll U -bolt eeY,bs._ 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. i 2 square foot t pad placement t or (1) 3 square foot pad I t 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 gc� . c f �f �v Long U -Bolts C f 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Pressor ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California/2001 Vector Dynamics, Metal Pio gmlCS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V -Drive anchors are used only with Zone I, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inchesthe anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. � Page 6 California P2001 r Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 e ° ° o Vector System Ute' Q e Kit # 59007 I� Part #'s included: 59275, 59282, 59276, 83044z & 10999 00"ft, ft�� Concrete Vector System Kit # 59008 (for single stack blocks)' Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California c 8 2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z m.O Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store aSs��e ��ea�edl X4vp 1eA q O< ` �( Zea•ZX �OQ�GQ\p2 � q' S�reaU\e Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. .Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to.the wood when purchased. c Page 7A California /2001 Vector Dynamicsindividual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 -.12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link Slotted Bolt o Part # 59282 ' '''` Part # 59135 6.25" x 2.52" x 3" �A 3" x 5/8" Vector 2000 Tension Link ® Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor® ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 ki 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page 713 Californ 01 Protecto-Strap Part #59276 6.3" x 3.3" x 7/8" Strap Protectors Part # 59232 PVC Adaptor Part # 59281 7.25"-x 4/56" x 1.42" Tie Down Marked & Certified G120 Strap w/Swivel Connector Part # Length 59732 12' 59734 14' 59736 16' Earth Anchors 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 V -Drive Head Part #59269 Drive Rods Part #59113 Carriage Bolt w/Nut & Washer O® Part # 10925 f 112" X 2-1/2" �a Protecto-Strap Part # 59279 6.3" x 3.9" x 7/8" ® Carriage Bolt w/Nut & Washer Part # 10624 3/8"-16 x 4.5" r� Tie'Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' MS42 59160 42' MS60 59165 60' MS600 59170 600' 0 Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available Earth Anchor Stabilizer 12" wide Black Paint: Part #59292 Galvanized: Part #59294 Page 7C California E TE. DOWN :.114INEERING- aee Vector Dynamics System . for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) Or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gale. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One concret ►mss; 'qhs£:. e Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) Or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet.. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards Vector pad for concrete Concrete f c U -bolt page 9 California 6/2001 0 tv 0 D 00 N O O WIND ZONE I Vector Dynamics Systems Required for Single Section Homes (Materials Required) _ - - _100me ' se�ttec o sy ma oat - -'- ' 2 it St aboci to( tattatto� f a eat Sp h me %05 EXaMoe s (Jeust be to o m ,- tNo5t(att a SPacin9 an - _ Paas- ' WIND ZONE I (not to scale) \2 sq. ft. pad/ instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: . 1,000 PSF minimum Anchors Required':. 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. . Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires Y One Vector Kit, 2 slotted bolts V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), Y 1 ea. 4 x 4 pressure treated wood compression member ¥ 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 ¥ or 1 TDE adjustable steel strut 0 tv 0 N C) MIFF.:..;- V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ '`� NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home mamd6ct rers' installation Instructions andfor state requiremerft , Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr7ve Anchors Home Length Vector Systems Anchors Required Each Vector foundation System requires • One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts WIND ZONE I • 2 ea. 1-1/4 In. lie, length will vary with pier height (4725 Ib. min. break), Vector Dynamics Systems Required 3 • 1 ea. 4 x 4 pressure treated wood compression member Single Section Homes • or 2 ea. 2 x 4 pressure treated wood compression member Difficult Soil Conditions 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member onl ) - ' o'me h sYste gat guldettn es - ,e Sed\ol lot V ko to n a Vnske"Vto� ,e of ef? rat sP c\ rge EXarnP hoWs a us be ko ° � ; ttladsr a,�d spa°tn9 (n _ - ' " " - • , gOn - , " v ' - 0 tv 0 N C) MIFF.:..;- V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ '`� NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home mamd6ct rers' installation Instructions andfor state requiremerft , Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr7ve Anchors Home Length Vector Systems Anchors Required Each Vector foundation System requires • One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts Required q Per Side • • 2 ea. 1-1/4 In. lie, length will vary with pier height (4725 Ib. min. break), 0 to 72' 3 3 • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member onl ) Y • or 1 TDE adjustable steel strut ' "V"'Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. T/E DOWN rarunramr+ CD N n v -„ 0 v 00 N C) O Metal Pier Sets _ - ZONE I Vector Dynamics Systems Required I I • , for Single Section Homes Up to 72 (Materials Required) _ '" homeellnes - ' sectictot sYsten a1 o{ a 7 2 tat sPa omeot s a1lat%on ma "r EXamPsho \ 'Ns 9e�st be to -==----T ' 111usitak%aspat;n9m f 1 34 �• max• o.c.lyP I � 1 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member %'-- Itis S" L 04. I1. F. - 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 [NGINFIRING I ` WIND ZONE I _ _ °� hOnie dePes• ♦ ♦ ` : - _ _ Vector Dynamics Systems Required _ , - - - Lib Se k\0�eo)t sYMa�ua� (313% for Double Section Homes - �2 �t d° ac�n9 On _ - s (Materials Required---"" Ramp\ how gens be <° "° me 11W tattd 3c:m9m,--'-'' ' ds n I I ♦. �'" - ,gra ♦ I ♦ \ Pa -- � #'. : s + - max• 0'6• slip ,�y,:•. - � - Si M'M - Maximum allowable working drag loadI ♦ Mn for the Vector System with the steel compression strut Is 3,150 pounds per NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. is practicable along the length of the home. icier spacing must be consistent with home manufacttrers' installation instructions and/or state requir+errtents. 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) 0 1 sq. rt. paa Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 lb. 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 A WIND ZONE 1 --" - _ 0 Vector Dynamics Systems Required ��,orrQs S1em5. - ' for Multi Section Homes _ _ - - ' -t��; g for ,.c1o, � ma^gat 9��de R ` ` Dt e^erat sP home (Materials Required) _ fy2lnPhaws must be _ - - 111ustratlo s C.%O9 I d , ads a^f'' I , I . ou^daUo^ P , 211. - - ,1 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum (D A WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. 0 Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot O variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. co �2 sq. ft. pa/ N O O fF�,1w Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. J Materials: Each Vector Inundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut DOWN Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. 0 Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot O variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. co �2 sq. ft. pa/ N O O fF�,1w Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. J Materials: Each Vector Inundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut DOWN n N O ly WIND ZDNE II (Hurricane) I . Vector Dynamics Systems, y for Single Section Homes - _ - - - " hom ems. ' dennes (Materials Requir - -' - Se�t'O ,o� sys` Waal gut - s' eg�n9 tot s a1lation ma ,e of a eneTal s o horne 1n I ' ' Efaa o Ps aG n9 must be \ads S and I z; WIND ZONE II (not to scale) N — O R 2 sq. ft. pad Home Length ' x -r– x typ• . 'NOTE: For single section homes 2tt•ma _ Eaves over 6" less than or equal to 12" with eaves that exceed 6 inches 4 4 in Zone 2, two additional frame 49' to 60" 5 tie anchors with stabilizer plates ' 61' to 72' (one anchor and one plate per 6 7 side) must be installed in additon 7 7 to the number of anchors listed 85' to 90' 8 'in the chart below. 9 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, 4A, 8 4B 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 Per Sidp• 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 even[ y as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe • or 1 TDE adjustable steel Strut WIND ZDNE II Vector Dynamics Systems Required me for Double Section Homes - - -' - " "ovb1e so�� S mai a\ gold ne eii (Materials Required _ of a �2 fr aspactmetinstaiiat%o - " N (Q O Maximum allowable working drag load for the Vector System with the steel rn compression strut Is 3,150 pounds per the K2 Engineering test report. C) v O v 00 N 0 0 _1 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 EXamP�s 9 SSL be to h° �111ustca�d Spacing a ds a - Soil Classifications: 2, 3, 4A, &4B - Soil 4B -Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 1 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2". or 4" nominal SCH 40 PVC pipe compression member • or 1 TOE adjustable steel Strut n W O A WIND ZONE 2 Vector Dynamics Systems Required 3 Section, Homes - (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 119a��o?ssY em a\ de%%f% ♦ ♦I \ ' t �y111ac 9l�r�n a n� to home In a ' , , - ' ♦ I \ I \ ♦ \` ! _ - ' �UWslra�spac n9 musbo%qsst be _ I r %;�\ \ \ - I \ \ ♦ ♦ ♦ I \ \ ` `'' da�lon pads .� ,�t \ I ♦♦ JP >s y ♦ \i ♦ .<x _ - ' '. t:< :ray yHi`. � - - — \ •\.�., 11 nay '♦— ' i4'$ "1 \ ♦ 1 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. sq. ft. pad Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum Length Home Len 9 Vector Systems Required Y 4 !Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA 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 LB 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 most 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 buildinc official or may be found in the 1995 edition of the One and Two Family Dwelling Code. k c o� Page 18 California 8/2001 NOTES c RESIDENTIAL 1 061-480-044 05-1650 PERMIT No JOHNSON, JULIUS - k 709 ENCINA GRANDE RD., BERRY CREEK CONT: SIERRA MHS I ' (2) DECKS SPECIAL CONDITIONS CHECKED BY SRA' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date)elZZ6�--" Signature `,/-OK ` 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date M61BILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch 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./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements FINAL (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector Elec.; Receptacles and Lighting, Distance-GFI 6. Water; MH Test -Regulator -Connector Elec.; Pool Lighting; 15 Volts-GFI 7. Water and Sewer Connected -00 to Grade -HD Approval Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 10. Exits; Insp.-Sketch Health Department Approval 11. Cert. of Occupancy Plumb.; Cir. Test -Water Supply Test 12. Permanent Foundation Only; License Decal Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVF2S, CARPORTS GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts- Bea ms- 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 Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable Not Ready ' RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Q No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ' r >ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 PER T O. (Rev.12/96) APPLICATION AND PERMIT"/ ASSESSOR PARCEL NUMBER 061-480-044 ZONING U BUILDING PERMIT OWNER JOHNS JUS TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADD ESS 1240 0 0600.00 8680.00 p CONTRACTOR'S NAME STERRA MRS TELEPHONE 1534-0999 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 81 go BUILDING ADDRESS 709 ENCINA GRANDE RD. BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: (2)_ decks Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 a00VOR LE Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and of License Class /j Lic. No. 38G '170 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors tp.cconstruct the project. Dram 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. 0-1"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 7Y�vLF Main Service TO 46.00so CCU000A NEW CONST. DWEWNG OCCUP. DWE200ALLING OR ADDNS. 6 ACC. BLDS. SO 3.5QFT, N.NEW O"ID ' MUL..RCUI TS �a 7,50 PLE OWER APPARATUS 6 SINGOUTLET CIR. OUTLET OR FIXTURES Ex. Occup.9AL 20 O I'50 @ .so Ex. Occup. DUIXTiFrstRR IESIES o.OEA. 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 FEE $ Policy Number ysSS (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ X _ Date Z/ 6 1— Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TO AL VEE $ 227 g60 HAZ. ES MP ID - CD4 P PD HD SU PO This permit is hereby issued under of the Butte Coun Code and/or indic e e fo Which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D to 7 / bZ % D fe Receipt No. 354120 $227.90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 959165 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: —ASSESSOR PARCEL NUMBER (t/� 0- + �Q NProposed BuildingUse: C!Counter Technician: Q1W Date: V / Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 0 '1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ,4�' 27 Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet -signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7., Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. ;:All of these must be stamped and wet -signed by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. Date Received ❑ i8:. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ p 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`dwner..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .... The permit will be By In 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 ....................................... EA 15. Statement of Intent for Non -heated and A/C Buildings .......................................... A6.Sanitat on and plot plan approval from the Environmental Health Department inj10 of Chico Plumbing permit........................................................................ ifonia Department of Forestry plan approval ❑ paid. Sent by: ...................... Plannir g approval for (A) Use: Cy )G (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..................................y .. ❑ 28. Manufactured home utility clearance .,.ti..........................................................:: ❑ 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: 'A' When issued Telephone -05 TT and hold for pickup. I have been informed oft 11 a above items and requirements for obtaining a building permit. 1/./ ,/6 Applicant: I Date: . >;v:` 1. Index perm -_t application for the above items numbered: 6W ! Plan Check Letter 2. Additional :.terns required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, w r, was advised of the abov d a by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: D Plans approved by:Date: Structural rev_ewed by: Date: Z Structural approved by: Date: Note transfer :)y: Date: Yellow: Building Division TO: Building Department FROM: ' Environmental Health SUBJECT: Sanitation Clearance E.14. USE ONLY %�.._ .�. Pilot Plan Attachad r'lca-Man Atuchad Tuna to S.D. � -IjA&"—s t=kG�yio Cedes Owner Location AP# Plan Approved for: Sewage Disposal 1% Water Supply: - Public Private Well I-- Clearance iClearance for dwelling. Other be LK P,42a4lSi`Z1a k-_ t<oVt S'Xv-,,td SRWfljc -tr vt I ,�- av-&\ 5k), +r, 4L4-444 H cPAL• Hold final for: Final clearance O.K. for: NOTE: h�L�- -/-& Y Environmental Health Spe ialist �/0a 8/96 wq 7 C -v a - Date y s ALL STRUCTURSS AND MUIPMENT INCLIJbING OVERHANGS SHALL BE CLEAR OF ALL EAS'WF_Il:9TS. s�s SET BACK -OF-'_F'T... FROM THE .tip. f -D h..✓r FT. FROM THE --REAR PROPERTY LiPLi''ES AND 6n FT. FROM THE ROAD CENTERLINE SMALL BE HEAR OF STRUCTURES AND EQUIPMENT EXCEPT bOR A S FT. EAVE OVERHANG. b pep DE-cK pQENDEc� gr F l� x 10 D� LK u Nk p ISR S° uN�7 D EcK- A ,Tu�lus �ohNsoN �Nc1 4RA%J 2U 0F.0,y ctefv 1 CA 61 - KF - 49 u OZ—/G S0 BUTTE -y $ OMw M NO .. �;, :�i� is -. — O % 1 This set of plans and specifications MUST be kept on the job at all times and if is unlawful to make any changes or alterations on some without. written permission from the Department of Public Works, County of Butte. 35:k A setback of S �. �.0 o v 0 pro .., A ' o� ... aV�� •.. Oft r nes �F ;;e >y s t ZI ur�sh. I 0 c i ear of / o._.._...__.._ uctures or ment ex ..,p{ �@ j h for a 2 ft, •1° s 101'leu.�5e, M.P Utility co N. Ott Ap Wal! ithin/ 60' ,R/W � 4 ft. of the �lehome r -h b• ,, i directly behirid Ort -N half :b> h �` 40�: , •OWNER NOTE:' AlL Materials & Workm.anVppir- Sk�al�, 9� i�, Accordance with Recognized. Go, pcttces:: a of a qualify prescribed or the. cified,; qse; in they Uniform- Build g,'PiuY�tst; g.& Mechanical eQJas an u� T E I the National Electrical Code. � / � y BUTTE COUNTY SEW[ I NG DEPARTMENT 'A. P. N � P -P S72W PA vIA Q 0-4 l �s zoyR CVAA von,, �cx 1/1„ 14'x 6' 6EAM /gyp, X SpQ.J 8 , 5,1 �{K4• Po sr �(1C�{ 4,E� A�cNoRS • f4•� IH it ��oVfJJ f'oorl Nti I Y'x i q'K 1-1 DCLO- 690„vD Eo 07 I Me - `I">< 8" u E A K '1 x 4 Pos 1, qgq fbu q"jc 4PO r 1' Ar ewk Ccd�f •F' 1.1' SIVOC Tv let - t t [tF B1 S PA ►+ 8 1 RPfTEC S PpH l7-` B B E COVINTY WILDING DEPARTMENT APPROVED ,�— k- , T( G PLYWOOD CC EXT. r--► 4'xlo" DF*'2 2'x&' DECKIWG (ALT) GIRDERS 1 Ya" TIG PLYWOOD U EXT. GrUARDRAIL -71 la"MAX_ ncr•vi►If. MIN. FOOTING X � Q d - 4"x V T � zo FRMd G. CLIP' .71 _ r - � •T 48" ' MTL. FRMq --- -- — —IN MAX. CLIP (EA. DE q'MIU 4!,,(D' 4'X4'POST :�' GIRDER 4'x 9" POST - AVEQUATF DIAGONAL. 13RACING. 'x12" 8"1�11N� 60LTS q4 • X IZO 2')c4" PRESSURE- TRfATEr OR v �--'RFDW00D P1.A7F o / 4,MlN. TYPICAL SFSln 1V71-11 JT�/V.S COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 TRIPnhnnp- r,, r e i 2' x 12" STAIR STRINGER. MAX. ZS -TDP VIEW HAUDI?AIL NOT 5HOW14 FOR CLAR(T r. ?!13 UOLT CC aw CL. 'C) • 9")( 4" _ Uj MOBILE HOME ' LLA OR DELL, m a . MAX 48" ' MTL. FRMq --- -- — —IN MAX. CLIP (EA. DE q'MIU 4!,,(D' 4'X4'POST :�' GIRDER 4'x 9" POST - AVEQUATF DIAGONAL. 13RACING. 'x12" 8"1�11N� 60LTS q4 • X IZO 2')c4" PRESSURE- TRfATEr OR v �--'RFDW00D P1.A7F o / 4,MlN. TYPICAL SFSln 1V71-11 JT�/V.S COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 TRIPnhnnp- r,, r e i kp-. v C CA q Ll (I 30 t>u c Lt c 0 L DECK. 7- Q 0 T, Coo L PLAN APPROVAL A PLANNING DIVISION- BUILDING F, 7PPRO Use: ng LandscaPing:-- pwWrg:Landscaping: Other:-- Signature: PERMIT N0. PERMIT EXPIRES ' OWNER JULIUS JOHNSON CONTR. Davis Const ASSESSOR PARCEL 61-48-44 LOCATION 709 Eicina Grande Dr, Oroville SV C4A r r e OFFICE COPY � `• It I Address } GAS j Meter By Date ELECTRIC Meter By Date �, 11 Temp. Power Pole_ t� b; Called PG&E _ '1 i Temp. Elec. Service 'i IN Called P( Tfemp. Gas Sei Cal led PC r, JOB FINALEI Signature MOBILEHOME INSTALLATIM ACCEPTANCE " '!! COUNTY OF BUTTE '' DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 ` PERMIT N0.`° Address or location of mobilehome�N( `Owner's name .�.a, �_ 7)c 'r,�v�`?sN 1 t Owner's address tJ 7 > V]> C Insignia or hud number a -.Manufacturer's name C.tr-14 4 c�- P.a ANI- � Serial number of, V.I.N by%+�`"�� Year of manufacture AL (Official Approving Installation) (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. �"513B White - Owner, Yellow - Installer, Pink - D.P.W. J = OK O = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS I Date MOB1,660ME UTILITIES (Plans) OK Sccept a's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except O.'s Zoning Requirements—Setba —Ease nts 1. Zoning Requirements—Setbacks—Easements oils; Special MH Suppor ke _ 2. Footings; Size—Depth—Spacing—Connectors ewe ;Location—T —Fa -C/O—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails er; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5 Electricity; Location—Clearances—Grnd.—Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. p:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI. Date Card -BI Date Date BI ME INSTALLATION (Plans) OK except N's Date POOLS (Plans) OK except k's quirements—Setbacks—Easements 1. Setbacks—Easements Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability - —Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining . ec ity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI ain est—Fall—Flex Connector S.- Elec.; Pool Lighting; 15 volts—GFI *afe- Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7 ate 'hd Sewer Co ted—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater nd Elec tty Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool L-gh[g. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit. xi . Insp.—Sketch• 1 ert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I i Date 7.5 and -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date f t J' = OK 'W I , . 0 = Not OK = Not Applicable �- = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except N's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check -Garage -3rd story, 2 exits 3. Ftg., Garage: Soils -Steel- / /'' Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. 5. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth Stemwalls, Main; Steel -B lockouts -Wrapped -Slab 51. 52. _ Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Ste_mwalls, Garage; Steel-Blockouts-Wrapped=Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access_ 7. Piers-Fireplace.F.tg.-Steel 54. _ Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V. Fall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors _ 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums &_Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date !Card -BI Date _ Card -BI Date Date FINAL (Plans) OK except N's Lard BI Date Card -BI Date Date Card -BI Card -BI PLUMBING (Permit) OK except N's 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test _& Anchors -Nail Protection 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe: Size & Anchors Date _ _ Card -BI Date Date Card -BI Date 56. 57. 58. Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Pern'it OK except M's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper Card B -I Card B -I - 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Fixture & Transformer Clearance -Ins, Protection Elec. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen -& Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral Yes No -_ Service -Riser Conductors & Ground -Main Disconnect - Equip. Clearances: Panels-Motors-Mech. Equip. _ Clothes Closet Light -Shower Light _ ----- ----- ---- - - -- Date Card -Bl Date - Date Card -BI Date 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. - Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails &Deck Construction -Post Caps 74. Fdn. Vents & Crawl 11ole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive D Yes ED No; Walks G Yes ❑ No; Planters ❑Yes ❑No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection Date MECHANICAL (Permit) OK except H's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric Card -BI Caid-BI 31. 32. 33. 34. 35. A.C. Ducts. Insulation & Support Vent Fan: Exhaust above Insulation - Condensate Drain & Overflow: Size _& Grade Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic _ Date Card -BI Date - Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. Energy Compliance Certificate -Other Certificates - - --- - - - - Card -BI Date Card -BI Date Card -Bt Oate Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except p's Com Tents at Final: 36. 37. 38. 39. 40. 41 42. 43. 44. 45. 46. 47. Sills, Proper Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops: Furred Ceilings -Stairs -Chases --Tub, Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties-Purlin-Root Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE Anentrymust be made each time youvisit jobsite) P "i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise -- Phone: 872-2961, Ext. 57 CORRECTION NOTICE `�olr.Nsonl 3 y �ti _ � OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1.) Pro V "J -u �D J�� S�G� S -,171- "-,// -� (- Inspector__ 1/✓- Date sia F Jf COUNTY OF BUTTE - DE-PARTMENT OF PUBLIC WORKS PERMIT NO., - 7 County Center Drive - OroviIIe, Calif L'rnia 95965 Telephone 916/534-4541 APPLICATION AND PERMIT ASS SS R PARCE NUMB ZONIN BUILDING PERMIT ON i t4 fl1 T LE H '� % SQ. FT. OCC. BUILDING VALUATION O ER' M LIN DDRES CTOR'S N -A TEL PHONE CO TRACT R'S MAI G ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $� LENDER'S MAILING ADDRESS Permit Fee $ / ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS r� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 ea. r,9 1,/; IT Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 6 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome(' Other lly SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G n IJ 110-00ea 00,0n TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Util' 'es[� Installation❑ Other ❑ Describe work: !� Permit Fee $ Q Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 (, Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ i, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. ,Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.A , OR ADDNS. ACC. BLDGS. iesgft NEWCONSTR ULTI.OUTLET 2,50 ea NON. R ESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200sot BALI 300 FIXED APLNS Ex. Occup. OUTLETS P(RESID )REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bVirin g 15.00 T_T_ (AJ e- I 1 00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against ' ities, judgments, costs, and expenses which may in any way accrue against sa County in c n of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" Ze d eFetion or construct- ion of structures over 3 stories in height. It Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occ"P, CONST.TYPC I I FLckOJA PARCEA PD N s This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC OF PUBLIC By - P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. (a WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR OLDENROD-APPLICANT r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive - OroviIIe, 61ifornia`95965 - Telephone 916/534-4541 APPLICATION ANY PERMIT 7(&W -,Ma, ASSES R ARC L NUM E 6 k& ZONIN BUILDING PERMIT t OWNE t L4 /1s TELE PHri fo SO. FT. OCC. BUILDING VALU TION O ER/11� MAI ING '1PR E5 �r-� f CO RACT SNAE�� TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Cl/1 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 r! Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 10.00 Pa TYPE OF WORK New ❑ AdditionR odel EJ Uti liti s ❑ Instal ationlo Other ❑ Describe work: ► 1 f — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 1 10.00 LE01 ORSS Main service 100 AMP 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and license is in full force and effect. License No. Classification , • ❑ as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& , NEW ACDNS.A h¢sgft ULTB OUTLET RC ITS 2.50 ea NON•RESID BRANCH CRC" POWER APPARATUS e SINGLE OUTLET CIR. / Ex. OccU OUTLETS OR FIXTURES 20®602 p� eAL030 ED APPLNS, R Ex. Occup. OUTLETS (RE SID ,) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject LA to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agre to save, indemn y and keep harmless the County of Butte against liabilites, judgments, c ts, and xpenses which may in any way accrue against sai County in cons i enc o the granting of this permit. r X ` Date I I" I �y�$� Signature of Applicant — Owner 9 PP ❑ Contractor Agent ❑ An OSHA permit is required For excavations over 5' "deep and demolition or construct- ion of structures over 3 st'o'ries in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 012 Occup. CONST.TYPc Oo PARCE PD11SII7 soEall This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC r BY PER EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Date �� - '"8 Receipt No. & c � WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT F COUNTY OF BUTTE - DEPARTMEWT'QF"PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORAN A 5 65 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER (/ �t I i u s L L7A. P. No. ( r /1 Proposed Building Useask- Building Inspector Lam! Date At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. , 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . RStatement of Intent for Non -Heated and AC Buildings. Fees of $ Z� . . . . . . . Letter of signature authorizati 10 Sanitation fromh0(/1/ ( 1� 3 approval Health Dept. 11. Planning approval for (A) Use: (B) Parking:- arking: 12. 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 6 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . Pre-Inspec. request to (Date) j1,71" Pre -Inspection for Required. Building Inspector —ftlRecorded copy of Agricultural Acknowledgment Statement. 1ll3 io Driveway Permit. 20. Plot plan. approval from city of 21. 22. a When you issue the perm�iil1t, process as follows: —Mail to owner, 537 -S1336� �rCo,ffice, r, Mail to contractor. I Telephone and, hold for pickup at —Del iver w/inspector. Other v l 6 lef A P Applicant a Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior o p rmjt issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, evirrer, was advised of above required data by 4phone--mail_counteby date Contractor, designer, owner, was advised of above required data by_phone_mail_cou ter by date Date L�Plans by Date Plans checked by Xe approved Sets of plans on hold in File cabinet __X_AP folder — Hours: 10:00 a.m. - 3:00 p.m. Copy—DPW To: L)uilding Department. From: -'.�",nvirornental lfclth Subject: Sanitation Clearance C I t a 6 4e Oi%mer Location AP// Plan Approved for: Hold final for: Final clearance O.K. for: ,-eW�,fc dis'po!-;al, r supply Clearance for bcdroci,.,, mobile horse. Other NO 77, -x supply water supply L2 cLYA Tanitarian Daf U a { COUNTY OF BUTTE - DEPARTMENT {OF..P'VRL,I�C WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET �1 r Permit No. OWNER U I I iA U aG1 A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. 2. 3. 4. 5. 6. 7 8. 9. —10. — 11. —12. —13. —14. —15. 16 All items have been submitted. . . . . . . . . . . Plot plans in duplicate. /triplicate, signed by preparer of plans. . Complete plans in duplicate./triplicate, signed by preparer of plans. Complete engineered plans and calcs, with wet signature on plans. Plans with Energy Design Compliance Statement. . . . . . CUSD ''Fees Paid'' Stamp on Floor Plan . . . . . . . . Statement of Intent for Non -Heated and AC Buildings. Fees of $ , . , , , , , , Letter of signature authorization. . . . . . . . . . . Sanitation approval from Health Dept. . . Planning approval for (A) Use: (B) Parking: . Certificate of Workmen's Compensation Insurance. . . . . . Contractor's License Information (no., name style, classif.) Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), Improvements may be required. Mobilehome Installation Data. 17. Pre -inspection for Required. 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. Plot plajn approval fro city of . /4/4Y ) i ne i h 22. Pre-Inspec. request to (Date) Building Inspector When you issue the permit process as follows: Mail to owner, Mail to contractor. Telephone s69,10%L and hold for pickup an.6!1. office, Deliver w/inspector. Other. Applicant "te- Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above`'items No. 2. Additional items required: N ontractor esigner, owner, was advised of above required data by_phone---nail—counter by -4-8 date `f —/94% Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked Copy—DPW Date Plans Sets of plans on hold in File cabinet AP folder mate — Hours: 10:00 a.m. - 3:00 p.m. Return Jto DPW AGRICULTURAL STATEMENT �rrr, 8 �6��s�: FOR RESIDENTIAL DEVELOPMENT 3 0 3 OFrIcIal, ter Li���;; OF BUTTE COUNTY. CALIFORNIA' AT THE REQUEST O€ Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. I I I Mgs NOV -3 P I}: 5Q 85.3930 The property described herein is adjacent to land or included ELEANOR M.BECKER within an area zoned for agricultural purposes, and residents of th property may be subject to inconveniences or discomfort arising from ERK"RECORDER FEE 1 -- the use of agricultural chemicals, including, but not limited to herbicides, pesticideSiand fertilizers; and from the pursuit of agricultural operations including, but not limted to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust Pages smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, -described as follows: Date: State of SS County of 8ur-r?"_ ) a q Iw. L, (Z G A -t- D L f2-! (2T -i u Ax OWNERS: .t\ ,Y -.D. R. On this the 1(9T-6+ day of (16LT6G K -/L 198(0 , 'before me, the undersigned Notary Public, personally appeared. U I S Bio �-i IySd rJ 2 �- e_C,C� � X Personally known to me. Proved to me on the basis i rE �o,et k. Present A.P. No. i t of satisfactory evidence.. to be the person(s) whose names) subscribed to the within instrument and acknowledged that executed the same for theurp es the in ffn IN WITNESS WHEREOF, I hereunts t my ki nd f icial seal. Notary Public ®jos■®iam®®®v®v®®®s®®e�m■® S DANIEL F. HUNT 0 NOTARY PUBLIC -CALIFORNIA si r. Butte County f� My CorArnission Expires Oct. 1,1990 %9 ,CI s p� �G a . SCHEDULE C The land referred to in this policy is situated in the State of California County of Butte and is described as follows: PARCEL I: Parcel 1, as shown on that certain Parcel Map entitled, "The W'ly 2000' of N 1/2 - NE 1/4 and W'ly 2000' of N 1/2 - S 1/2 - NE 1/4, Section 6, T20N, R5E, M.D.M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on February 6, 1985, in Book 98 of Parcel Maps, at Page 69. EXCEPTING THEREFROM an undivided 1/2 interest in all hydrocarbons and minerals, now or at any time hereafter, situate therein and thereunder and which may be produced therefrom together with the free and unlimited right to mine, drill, bore, operate and remove from beneath the surface at any level or levels, 25 feet or more below the surface, for the purpose of development or removal of all hydrocarbons and minerals situate therein, or thereunder,' and producible therefrom, as contained in that certain Deed from Fredrick J. Weitkamp and Marilyn 0. Weitkamp, his wife; and Harvey L. Swaton and E. Paulyne Swaton, his wife, to Frank Rizzo, a single man, dated April 5, 1968 and recorded April 11, 1968 in Book 1513 of Official Records, at Page 330, records of Butte County, California. ALSO EXCEPTING THEREFROM the following described property: BEGINNING at the North 1/4 corner of said Section 6, Township 20 North, Range 5 East, M.D.M., as shown as the Northwest corner of Parcel 1 of the abovementioned Parcel Map; thence from said point of beginning, North 890 22' 34" East along the North line of said Section 6 and said Parcel 1, 570.00 feet; thence leaving said North line, South 03° 11' 51" West, 400.00 feet; thence North 89° 18' 09" West, 543.80 feet to a point on the West line of the Northeast 1/4 of said Section 6, said line'also being the nest line of said 'Parcel 1; thence North 00° 34' 37 West along said West line, 386.57 feet to the point of beginning and the end of this description. PARCEL II: A non-exclusive public easement for 'ingress and egress and public utilities over Parcels 2 and 3 of that certain Parcel Map entitled, "The W'ly 2000' of N 1/2 - NE 1/4 and W'ly 2000' of N 1/2 - S 1/2 - NE 1/4, Section 6, T20N, R5E, M.D.M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on February 6, 1985, in Book 98 of Parcel Maps, at Page 69. ESI® OF9Emy AP OWNER 1'0 11 lJ S 0A k V,S 0 Yl PERMIT `1k .14A q r6 M UTIL.CLEARANCE DATE �• — C� INSPECTOR . ELECTRIC GAS Support Struc. Compaction Test -Req. Service Size Other; Load Type Pipe Size 'Len th YES NO YES NO -D-4-9.0 A p 5 1 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALIATION SHEET 1. Owner's Name: 2. Installer's Name: " W- 3. Is the site currently under permit? Yes © No F] _ (If yes, furnish permit number 2 a ) OR Is the site an existing site? Yes No F-1 (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic. tank and leach fields and clear of all setbacks and easements? Yes No F] (If no, clarify 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- (f * 12. What is the mobilehome gas demand? -=-------------------- (BTU) *(This information not required if pipe.length less than 6 ft. on .natural gas or less than .50 ft. on LPG. ) 8(j.aLbMNGt,DC-PARTMEN-1 ' V . l '� 5. What is the mobilehome electrical rating? --------------- 00 Amps 6. What is the mobilehome site service rating? ------------- 2,o 0 Amps 7. What is the mobilehome site circuit breaker rating? ----- O Amps 8. Is there any other electric load to be served by the FX1 F] mobilehome. site service? -------------------------------= Yes No (If yes, identify the load and size pvlp (Load). ��_ (Amps) 9. What. is the mobilehome site gas pipe size? ------ (in.) 10. What is the of as t service. ?----------- -------- Natural El LPG . E] yPe g 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- (f * 12. What is the mobilehome gas demand? -=-------------------- (BTU) *(This information not required if pipe.length less than 6 ft. on .natural gas or less than .50 ft. on LPG. ) 8(j.aLbMNGt,DC-PARTMEN-1 ' V . l '� MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. furnish Setup Model No. Uq Year Width2,'V (ft.) Box LengthL4� (ft.) Tagalong or Expando Size ft. x IN, ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) FV] 1. Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one)1-111. Concrete block.R 2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE _ MULTI -WIDE Liu -1-� � Lie 1 � Line 2 Main Beams ,Line ZT` — — _ — _ — — — — — — — — _ Line 2 --- -- — -- — -- -- — Line 2 — — — — — Main Beams Line 2 — — — — — — — — —• — — — -*'-Line 4 Tag or Triple Line 4 Line 1 Line 1 Piers: , Size-Min.------------ Spacing-Max - -----------Spacing-Max- --------- From ------- From Ends -Max. ------- Line 2 Piers; Size -Min ------------- Spacing-Max. ---- ------------Spacing-Max.--------- ,_ „ From Ends -Max.------- '_ '. Line 3 Roof Loads: Size -Min. --- ------- Location (From Front) Line 1 Openings: Size -Min. ------------------ „x u Each Side of Openings With Width Over --------- Line 3 Piers: (Under Bearing Wall Only) Size -Min.------------------ "A „ Spacing -Max---------------- From Ends -Max -------------- e 4 riera; Size -Min .------------ „x „ Spacing -Max---------- , From Ends-Max.--'1---- Line 5 Roof Loads: Size -Min ------------- Location (From Front) Size -Min .------------------ ,� n Spacing -Max.--------------- r From Ends -Max .------------- ga�s P���N� 7v O&SX- 1 tispee17o 101ZA02 M F'W*.e i'VS. lY. �_i•:':it'r: .1•J..i�✓�:t: .ti.'. r.SY.A �--n•+.'_.r�.✓.�.—��_. _ _ tT-::'2.c���.v l.. ..�_• y���� COi-L��,�(r��� SUPPOR I SPCC. SHt�CT AP�;� -_ II lJODEL Lo 04- D '• t :.rrm s7�•�. W U ROOF LIvE LOAD t 3Q� c 85 CD ROOF DEAD LOen4 LE.NGTH A' E WIDTH U= HRLr + YI r^ ' OL.' LOAD (LES.)I " `�-I AL 1,N:, T R'JC'flOtgS 5 /76G- 7 8 X� HAlF C)L,P0YINYlAP,D I_OAD(LS.S?SCI„L I;\� i nIJCTIOr`dS 0f 1 f, rt I I; Fcohng or pad si,c must be deter:ninccl by c1i%,:C!inrj the ;oil l)I �rincj C�pic� downw")rd lo,id. Ex: Scif t3eirinrj eip�eil = t;00 G'SF + ��. 3200_L „ Y . cJow n'•', arc, foac' ) .3S . Foo” = = 3 SG. r=(. DRAM cj s+: e 1 -- I'S 1. 1 �• i .1 d 3 IP This set of plans and specifications MUST be kept on the job at all times and it is unlawful +o make any changes or alterations on same without . - written permission from the Department of Public Works, County of Butte. Utility con�ffWall o ithin 4 ft. of the idehoMe, ' directly hindrr o half p0he A setback Jw' E prop ba Pf Oftc erk of ctureser fora 2 ft. N6TELAlt! Materials & Workmanship/; *4 DA ieh Accordance with, Recognized, Go d Prprticev a 1 of a quality prescribed t r t t.ecified; t(so, in.thm Uniform B'uitding;Plu?nbfi.& Me' �anical C24S an�j' the National Electrical Code. / OWNER/ BUTTE COUNTY iVATE F cZ) t W E r NG DEPARTMENT / A.P. N Q PP ROVED. X88 - rOO o v Utility con�ffWall o ithin 4 ft. of the idehoMe, ' directly hindrr o half p0he A setback Jw' E prop ba Pf Oftc erk of ctureser fora 2 ft. N6TELAlt! Materials & Workmanship/; *4 DA ieh Accordance with, Recognized, Go d Prprticev a 1 of a quality prescribed t r t t.ecified; t(so, in.thm Uniform B'uitding;Plu?nbfi.& Me' �anical C24S an�j' the National Electrical Code. / OWNER/ BUTTE COUNTY iVATE F cZ) t W E r NG DEPARTMENT / A.P. N Q PP ROVED. X88 c. nuijt2cw u ;�Ji;r.rcz'x;�t�(ar�G� �� Q �^Cts'}.� }:i -"+t � rL . �' ;. • . • _ hu�'�:'iti ' i4?f� � pit ,��ii3 .. t , , k�C3i��"-�li; INa}c>.;�i� v �•,�i.utauz�.:L 21�"it �r� !�• Q(t �.}!�i S.i hl�.. Rli�il ,•?S.�4G� 1,5311.Uv� • t ,1C�� M1li, V b b ! a' \O'.rz' Coal err's-. ilcij • o cbuyunul o1 brlptiv. Lt Or a+'r., +: tSOut.c',�1 a07i' o..:C7l.Ul /� BLAKE REALTY AFFORDABLE '1940 feather River Boulevard HOUSING Oroville, California 95965 CONCEPTS (916) 534-8336 10/15/86 To: The County of Butte and Public Utility Agencies This is to authorize Don Blake to apply for permits on my behalf. This pertains to A -P-# 71-01-119 Ju#s Johnson